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Permit L2000-074 - KUSSMAN LYLE - SHORT PLAT
L2000 -074 WALLY CHIN SHORT PLAT 16628 53 AVE. S. City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director October 29, 2003 Mr. Wally Chin 15310 Macadam Road #A -303 Tukwila, WA 98188 RE: Expiration of L2000 -074 Dear Mr. Chin: On October 26, 2001 the City's short plat committee granted preliminary approval for a five lot short plat, located at 16628 53rd Avenue South. A condition of preliminary approval was that the final short plat would be recorded with King County Records within 12 months of preliminary approval. On October 25, 2002 an extension of 12 months was granted that extended the expiration date to October 26, 2003. The short plat has not been recorded with King County. The conditions of preliminary approval have not been met and the above short plat has expired. If you wish to continue with the short plat process it will be necessary for you to resubmit a new short plat application. The application is enclosed with this letter. If you have any questions, you can call (206) 431 -3684 or by email at bmiles(2 ci.tukwila.wa.us. Sincerely, Brandon J. Miles Assistant Planner cc. Steve Lancaster, Director of Community Development Nora Gierloff, Planning Supervisor Dave McPherson, Public Works File (L2000 -074) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z = Z w 6 -J 0 00 N p, U) W . W= J l WO w ¢. c'a I-W Z: z �.. I- o z �- � • o o - oI--. • ui • z ;,Brandon Miles - RE_ Wally Chin Short ,PI L2000 -074 From: Brandon Miles To: jim.b @baimaholmberg.com Date: 10/20/03 3:29PM Subject: RE: Wally Chin Short Plat -- L2000 -074 Jim, Regardless if they were able to have a trenching inspection complete by the 26th Mr. Chin still has about 30 percent of the PW work that needs to be completed. One option that I have told Mr. Chin is that he could bond for the remaining work that needs to be completed. The bonding would have to be approved by the PW Director The actual short plat still would have to be approved and recorded with King County by the expiration date, but the PW work would not have to be completed by the time of recording. If you decided not to bond the application fee would be $1000. I don't think that we would need everything that is listed in the application. You would simply submit drawings with a valid stamp and we could go from there. A new title report, dated within 45 -day of submission would also have to be submitted. The zoning standards remain unchanged from when the original application was given preliminary approval. I can not speak for what changes might have been made in the design standards for Public Works. I need to check with Dave McPherson regarding if you can keep working on the PW improvements after the 26th. Mr. Chin should be aware that there might be changes with the PW design standards. Mr. Chin may want to put the work on hold until PW can determine if there are any new requirements. Sincerely, Brandon J. Miles Assistant Planner City of Tukwila »> jim.b @bamaholmberg.com 10/20/03 12:04PM »> Brandon: I received a phone call from Wally Chin this morning on this short plat. It seems that he could not schedule a meeting with the inspectors for his "trenching" until the 28th. Since his short plat expires on the 26th it appears that it will be necessary to re -apply for the short plat. My question is what will the city need for a reapplication? Could you please let me know if we can submit the items that we presently have on- going? What will be the new application fee? Can Mr. Chin keep working on the improvements in the meantime? Jim Bergsma Baima & Holmberg, Inc. 425 - 392 -0250 Original Message From: Brandon Miles [mailto:bmiles c( ci.tukwila.wa.usl Sent: Wednesday, October 08, 2003 2:26 PM To: jim.b(a.baimaholmbera.com Subject: Re: Wally Chin Short Plat -- L2000 -074 Jim, i Brandon Miles - RE: Wally Chin Short PIP-= -L2000 -074 -Page 2 I will take a look at the information submitted. If any changes need to be made I'II contact you. At that time if I say everything looks good you can submit mylars. But you should be aware that they are only about 70 percent complete with PW improvements. The PW improvements should be complete and final inspection completed prior to submittal of the final mylar. Brandon Miles Assitant Planner City of Tukwila »> jim.bObamaholmberca.com 10/08/03 01:38PM »> Dear Bandon: This is a follow -up to my submittal of the short plat map (revised) dated October 1, 2003. This short plat is due to expire on the 26th of this month. I need to know if the submittal that I sent to you is acceptable to the city. If it is, I will make mylars for our final submittal to the city. Should you need further revisions and changes please let me know as soon as possible. Time is of the essence. Thank you in advance for your attention to this notice. Sincerely, James R. Bergsma Baima & Holmberg, Inc. 425 - 392 -0250 CC: McPherson, David City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director October 14, 2003 James R. Bergsma Baima and Holmberg Inc 100 Front St. S Issaquah, WA 98027 -3817 RE: Wally Chin Short Plat (L2000 -074) Dear Mr. Bergsma: The City has reviewed the documents submitted for the Wally Chin Short Plat. Attached you will find the comment sheet from Dave McPherson, with the City's Public Works Department. The City is still in the process of reviewing the short plat map and will be in contact once the review is completed. If you have any questions, you can call (206) 431 -3684 or by email at bmiles@ci.tukwila.wa.us. Sincerely, Brandon J. Miles Assistant Planner cc. File (2000 -074) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z �w 6 JU UO U 0 W r J H. N <L wO H =. z I.. .1-0: Z �- w w: • •w w'. _ Zi • MEMORANDUM TO: PLANNING DEPT. — Brandon Miles, Assistant Planner O FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: October 10, 2003 SUBJECT: Wally Chin 5 -Lot Short Plat 16628 — 53rd Ave. South Final Short Plat and Miscellaneous Comments Short Plat — L2000 -074 1. Private Road & Drainage (a) Why are there two Notary blocks? (b) Exhibit `A' - Access & Utility Easement, legal description is correct. (c) Exhibit `B' — Private Drainage Easement, verify legal description, as it appears to be incorrect. Spelling error in 2m1 paragraph, Ordinance not Cordinance. (d) Document is to be signed by Owner(s) of Lot B, C, D, & E? Utility Easement Agreement (a) Exhibit `A' — verify legal description. (b) Exhibit `B' for sanitary sewer is for private easement. Easement should be between Val -Vue Sewer Dist. and owner. (c) A portion of the sanitary sewer easement is to be vacated (or relinquished ?). A portion of the sanitary sewer easement, is existing and to remain. And a portion of the sanitary sewer easement is to be new. All applicable easements are to be recorded at King County. 3. Water Utility Easement Agreement (a) Exhibit `A', legal description is correct. (b) Verify with Highline Water District, if new watermain, and fire hydrant are to be private, (or) owned by the District. 4. Revise Short Plat Map to correct legal descriptions and label easements as Private, as applicable. 5. Provide mylar of sheet 2 of 3, As -Built signed & stamped by Baima & Holmberg Inc. and ACAD CD. 6. Owner to sign and witnessed by Notary, a SAO Hold Harmless Agreement — see enclosed. Need to sign and record agreement at King County, prior to final short plat approval. z w 6 ,J U. 00 0 w= cn u. w0 co d = W 1-- _ z� E-0, z F-- LU 0 N. 0 1-. wu O wz 0 z WHEN RECORDED, RETURN TO: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Reference Number(s) of Related Document(s): Grantor: Wally Chin Grantee: The City of Tukwila Legal Description (Abbreviated): A Portion of the SW1 /4 of the NW' /4, Sec. 26, T. 23 N., R. 4 E., WM. Full Legal Description is found on Exhibit A of this document. Assessor's Tax Parcel ID Numbers: 885880 -0050 and 885880 -0055 SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between Wally Chin, an individual, ( "Grantor), and the City of Tukwila, a Washington municipal corporation ( "Grantee "). RECITALS WHEREAS, Grantor owns and has applied for necessary permits to develop certain real property (the "Property ") legally described in Exhibit A, which is attached and incorporated by reference. WHEREAS, the Property contains sensitive areas of potential geologic instability (potential slide areas) as depicted in Exhibit B, which is attached and incorporated by reference. WHEREAS, as a condition of the issuance of a short subdivision approval, land use permits, and/or construction permits for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain said short subdivision approval under permit no. L2000 -74 and construction permit MI02 -112 for the Property. WHEREAS, Grantor has performed a geological report, prepared by Spears Engineering & Technical Services, dated October 18, 2000, and a peer review has been accomplished by Shannon & Wilson, Inc., dated March 9, 2001. WHEREAS, the parties agree that this agreement constitutes an arms length, bargained - for agreement, which includes a waiver of liability that runs with the land for risks created by the proposed use of property because of the shape, composition, location or other characteristic unique to the Property sought to be developed. NOW, THEREFORE, the parties agree as follows: AGREEMENT 1. In consideration of Grantee issuing development permits, which constitutes good and valuable consideration, the receipt of which and the sufficiency of which the Grantor hereby acknowledges, the Grantor shall defend, indemnify, and hold the Grantee, its officers, officials, employees, agents, and assigns harmless from any and all claims, injuries, damages, losses, or suits, whether brought by grantor or third parties, including all legal costs and reasonable attorney fees, arising out of or in connection with any injuries or damages to persons or property caused in whole or in part by any landslide or seismic activity or soil disturbance on the Property, legally described in Exhibit A, which is attached and incorporated by reference. 2. Grantor on its own behalf and on behalf of its heirs, successors and assigns hereby waives any right to assert any claim against the Grantee, its officers, officials, employees, agents, and assigns for any loss, or damage to people or property either on or off the site resulting from any landslide or seismic activity or soil disturbance on said Property by reason of or arising out of the issuance of the permit(s) by the City for development on said Property except only for such losses that may directly result from the sole negligence of the City. 3. Grantor will inform its successors and assigns of said Property that the Property is in an area of potential geologic instability (potential slide area), of the risks associated with development thereon, of any conditions or prohibitions on development imposed by the City of Tukwila, and of any features in this design which will require maintenance or modification to address anticipated soils changes. 4. Grantee's inspection'or acceptance of any of the Grantor's construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 5. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and shall inure to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this day of , 2003. Authorized Signature Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that and is /are the person(s) who appeared before me, and said individual(s) acknowledged that he /she /they signed this instrument and acknowledged it to be his/her /their free and voluntary act for the uses and purposes mentioned in this instrument. Dated Notary Public in and for the State of Washington residing at My appointment expires DATED. this day of , 2003. GRANTEE: CITY OF TUKWILA Mayor ATTEST: City Clerk STATE OF WASHINGTON ) ) ss. County of King On this day of , 20 , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared and , known to me to be the Mayor and City Clerk, respectively, of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he /she was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. print name NOTARY PUBLIC in and for the State of Washington, residing at z Z W JU. ••UO' (/). 0 •v)w w=. J H w0 J: • u_ =a z� o, Z F-■ • U. OU w w, U uiz; co .O z.... EXHIBIT A LEGAL DESCRIPTION OF PROPERTY LOTS 3 AND 4, BLOCK 2, VALLEY VIEW HOMES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 56 OF PLATS, PAGE 81, RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF THE RIGHT OF WAY OF 54TH AVENUE SO. VACATED ACCORDING TO ORDINANCE NUMBER 1236 DATED NOVEMBER 3, 1981, CITY OF TUKWILA, WHICH ABUTS LOTS 3 AND 4 IN BLOCK 2 OF VALLEY VIEW HOMES. z a . �w 6 00. co 0; •0) W: W z; J F.. W O:. a co d IW z z �. z I, Oco '0 W 2 U - O: Z W z EXHIBIT B DEPICTION OF SENSITIVE AREAS , City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director August 21, 2003 Mr. Wally Chin 15310 Macadam Rd. #A -303 Tukwila, WA 98188 RE; Final Short Plat Application L2 tizD SEP 2 2 2003 DEVELOPfujENT The Department of Community Development has reviewed the documents submitted for final approval of your short plat located at 16628 53rd Avenue South. The materials submitted were routed to other City departments for their review and approval. After receiving comments from the Fire Department and Public Works Department and conducting our own review final approval cannot be granted at this time. The conditions that have been placed on the property with the issuance of preliminary approval have not been met. Planning These conditions were placed on the project in the letter granting preliminary approval, dated October 26, 2001. Enclosed you will find a copy of that letter. 1. The common improvements have not been installed as required. — G. Ty , s sE�D, 4� 2. Easement documents must be submitted prior to final short plat approval. 3. The required landscaping must be installed. 4. The surveyor's original signature must be on the face of the short plat. -- ?Roo .D6-1) 5. The original notarized signatures of all property owners must be on the face of the plat. -- -w� � o v 6. Please remove all signature, blocks for the Tukwila Public Works Department, Finance R��,ovr� Department, Mayor and City Clerk. 7. Please remove the signature block for the King County Department of Assessments (right REMC 0..E.0 hand side of Sheet 1 of 2) as it is a duplicate of the signature block appearing at the top of Sheet 1 of 2. Fire I. The fire hydrant is not shown on the map. 2. A paved surface has not been installed. Mt) sttaw)1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206431 -3670 • Fax: 206. 431.3665 Public Works Please see attached sheet with comments from Public Works. Before final approval can be granted the all of the conditions of preliminary approval must be met. Please note that short plat must be recorded by October 26, 2003 431 -3684 or by email at b alei tt--- wa.us. If you have any questions, you can call (206) �pwry� Sincerely, `42'"" Got pC' ENS randon . Miles Assistant Planner cc. Deborah Ritter, Senior Planner File (L2000-074) ;_ •`. Ce 4� J U; U O! CO Li; UI J • w 0'. w d! 2- zt •Z H. U co' O W w; 1 U.' :. Z;. w O Z MEMORANDUM TO: PLANNING DEPT. — Brandon Miles, Assistant Planner FROM: PUBLIC WORKS DEPT. — David McPherson Associate Engineer DATE: August 15, 2003 SUBJECT: Wally Chin 5 -Lot Short Plat 16628 — 53rd Ave. South Final Short Plat and Informational Comments Short Plat — L2000 -074 Prior to Final Short Plat being complete for the Public Works Department, the following items shall be addressed. Comments by City Inspector - 1. Construct sidewalk along 53rd Ave. South. 2. Complete access to new lots. 3. Construct Lot A accesses at North and South sides. 4. Remove existing rockery. 5. Trim slope at both sides of access. 6. Verify with Highline Water District and Val -Vue Sewer District, that their utilities have been constructed and/or installed. 7. Restore 53rd Ave. South asphalt. 8. Clean CB's and locking lids. 9. Install vaned grates. 10. Provide access to CB #1 for inspection by City Inspector. 11. Submit As -Built plans. Permit conditions under Public Works permit no. MI02 -112, shall be met. Complete all infrastructure under Public Works permit no. MI02 -112 (or) bond for remaining items at 150 %. Complete Legal Owner Information Sheet — enclosed. Review draft copy of SAO Hold Harmless Agreement. Need to sign and record agreement at King County, prior to final short plat approval. z ~w ce 00 • 0. cn w' J H' w o. 2 J = �x w z �. t- o" Z D• 0 D i- u' Z. � . 0 June 18, 2003 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Wally Chin . 15310 Macadam Road #A -303 Tukwila, WA 98188 RE: L2000 -073, L2000 -074 Dear Mr. Chin: Inquiries have been made by you regarding the above mentioned short plats, most notably what is required in order for final approval to be given. The conditions and requirements for what needs to be done are listed in the preliminary approval letters for both short plats. These conditions are to ensure that the short plat is consistent with the City's policies and regulations. If you wish to have the City reconsider any of the conditions that have been placed on these projects, please make a request in writing explaining the proposed changes and the need for such changes. If you have any questions, please give me a call at (206) 431 -3684 or email me at brniles@ci.tukwila.wa.us Sincerely, randon J. Miles Assistant Planner cc. File 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z =1 w` re g. U: O 0 0: u) w. w =_ JF-. N LL,. w 0 -J w w z� I- 0 • 0 0 1--• -J ww -• O i ; Z, N; O z GILBERT CHIN 4989 19th Ave S Seattle, WA 98108 INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIAUZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS-ENGI N EERI NG.COM ATTN: MR. GIIbERT CEIIN Gentlemen; SPEARS ENGINEERING & TECHNICAL SERVICES RE: ON SITE INI9LTRATION OF STORM DRAINAGE SYSTEM PROjEcT: 1 6 804 5 3" AVE S, TukwilA, WA As per your request we have reviewed the percolation testing for the above referenced project in conjunction with the soils investigation and slope stability report previously prepared by our firm. As a part of this follow -up we returned to site and proceeded to perform an additional inspection of the slope to the east of the property. Additionally, percolation tests have been performed on the site since the original soils investigation that indicates the site has a fair percolation rate. In our original soils investigation we recommended that all storm drainage and any drain fields be directed away from the top of the slope at the east property line. This recommendation was provided because of our concern that there could be either sheet flow problems that could cause erosion or a shallow perched groundwater condition during the wetter winter months that would tend to saturate the native soils. Upon further investigation, it is our opinion that the perched groundwater flow is finding natural paths of drainage prior to exiting on the face of slope above I -5 east of the subject property. The percolation tests performed which were in accordance with the applicable City of Tukwila, Public Works standard for a falling head percolation test indicated an average infiltration rate of 3.75 minutes per inch. Generally upon further inspection of the face of the slope 50 feet or more below the property, we continue see the same silty gravelly sands to silty sandy gravels typical of the Alderwood gravelly sandy loam series. The soils are dense to very dense. There is very thick heavy undergrowth (mostly blackberries) and some stable tree growth on the slope east of the property. We have fine -tuned the model that we used to analyze the slope stability (see attached page) to better reflect in -situ soil conditions. We included perched groundwater flow and an infiltration point for the storm drainage system. The infiltration point for the storm water drainage was modeled by bringing the piezometric line to the surface at that point. The analysis indicates that even with a perched groundwater flow and infiltration of the storm water drainage both the site and the adjacent slope to the east are stable under severe seismic activity. Therefore, it is our opinion that infiltration can be used for the storm drainage on the site, provided that the recommendations made herein are followed. D The infiltration system for the storm water drainage must be set back a minimum of 20 feet west of the east property line (fence line). The infiltration system for the storm water drainage should be designed to be at a depth of more than four feet beneath the existing/finished grade. If you have any questions concerning the above items, the procedures used, or if SETS can be of any on us at (253) 833 -7967. Respectfully Submitted, SPEARS ENGINEERING & TECHNI J. Frank Spears, P.E. Principal f ©wn...fQ_„�, P.O. Box 1007 AUBURN, WASHINGTON 98 07 1 -1 007 OI�Mt.t3wi1M ••••• w> PHONE: (253) 833 -7967 Report # 01001 -044 FAX: (253) 735 -2867 Page 1 of 2 S INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: / /WW W. SPEARS -EN GIN EERING.COM DYNAMIC SLOPE STABILITY MODEL SPEARS ENGINEERING & TECHNICAL SERVICES co co w • f • • 13395 • EEE5 • 133E6 E333 E926 E926 • 0E8 20133 •2033 • • 2.: 2 E935 • • • • • • • • E9E6 • • E925 • • E9:6 • 1.751 • .8C3 • 1.772 1.4CD 1.718 1.478 • 1.711 •1.467 • 1709 1.451 • •1.693 •1.440 •1.681 1.423 • .619 1.401 •1671 .1.383 •.301 1.302 .� -1.301 1. 1203 1. 1314 • • X1.8 •1322 1.333 • 1.342 • ,791 1.153 • 1.192 •1.151 • 1153 4 . 233 252 1247 .124) 1234 • 1.153 1.132 .1.151 S- . 1151 1.192 •1.153 • 1.155 1.153 • 1.1@ • 1.163 • 1.177 • 121) •135 •1212 • 1219 1233 1242 41.283 • 1272 • • • 1.18* 1.193 1212 • 1242 1253 1247 234 1.432 • 1.434 • 1.437 • 1.433 • 1.441 1.449 1.457 . 1.483 1.443 ,1.449 .1.457 .1.461 .1.463 1.463 .1.473 1.479 ,1.451 1.453 •1482 '1.483 • 1.44 1.44 1.482 1.451 • 1.48) 1.483 1.483 •1.495 •1.44 •ti •1.44) • 1.474 •1.474 •1.478 • 1.479 1.483 01.497 • 1.484 1.45 1.501 • 1.483 •1.4&2 / t .551 • 1.4E6 • 1.49' 1.510 .1.472 1.483 1.494 ;^«� -� • 1.4)9 •1.401 ..„....,./. 1.502 1.5(8 1.507 • • 1.483 .150) .513 1.515 1.512 • • • • 1.493 1.533 ' 518 1.523 1.518 • • • 1504 • `1.517 .1.53) .545 1518 1.59 • 1.543 .1.557 1.531 1.5Z • • 1.533 1533 • 1.548 1.541 •1533 ;1.551 .1515 1.54 .115 .531 .533 1.545 • • 1.593 Description: Gilbert Chin Short Plat Comments:16804 53rd Avenue S. Analysis Method: Morgenstern -Price Diredion of Slip Movement Lento Right Slip Surface Option: Grid and Radius Seismic Coefficient: Horizontal and Vertical .1.583 .579 .1 .593 1.833 1.617 .1.833 1.651 .1.62 1.633 ,1.731 11.757 1.797 .1.843 1.8(9 •1901 /2103 1-5 i The slope analysis above includes ground acceleration of 0.30g's (increased from 0.20g's in our previous analysis) in both the horizontal and vertical directions for seismic considerations. The graph above show the slice sections for the point with the minimum factor of safety of 1.151 indicating that the section is stable under severe seismic conditions. The slope analysis included over 4,000 different sections, all which indicated the site is stable under severe seismic conditions. Analysis was performed using Geo- Slope's Slope/W program (version 4). The analysis process examines slope stability using the method of slices procedure for determining slope stability (safety factor must be greater than 1.0). We reviewed the slope stability using the Ordinary, Bishop, Janbu, and Morgenstern-Price methods for slope stability. The upper soils represent the Alderwood Arents (yellow) are modeled using a unit weight of 120 lbs/ft3, no cohesion and a phi angle of 34° (conservative). Deeper down we modeled the denser Alderwood gravelly sandy loam (green) using a unit weight of 130, cohesion of 100 and a phi angle of' 36 °. Although indications are that the water table is deep in this area, we included a piezometric line (blue Line) which is applied to the upper layer of soils ( Alderwood Arents) to model a perched groundwater flow as well as the proposed infiltration point for the site. P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 • 12E9 1 1243 1193 1222 1193 12A 11E2 • PHONE: (253) 833 -7967 FAx: (253) 735 -2867 Report # 01001 -044 Page 2 of 2 z _1- rrz 00 fA W J F- U) W W < Y2 a w H= Z F- O O • 52 o I-- t11 w. 2 1- N It. 0 .Z W co O~ z S GILBERT CHIN 4989 19`s Ave S Seattle, WA 98108 INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W WW.SPEARS.ENGINEERI NG.COM ATTN: MR. GiIbERT ChiN RE: IN -SITU PERCOLATION TESTS PRojEcr: 16 6 2 8 5 3" AVE S, TukwiLA, WA Gentlemen; SPEARS ENGINEERING & TECHNICAL SERVICES As per your request we have performed the percolation testing for the above referenced project. The tests were performed in accordance with the applicable City of Tukwila, Public Works standard for a falling head percolation test. The depth of the percolation test was 3 feet beneath the existing surface. The results obtained were as follows: -- - . Test #1 ______-- Time Distance Percolation Rate seconds inches min/in -- — Test #2 ------ - -- --- Time Distance Percolation Rate seconds inches minhn 192 3.00 195 3.00 240 3.00 Average: 1.0667 1.0833 1.3333 1.16 min/in 0.86 in/min 430 555 552 3.00 3.00 3.00 Average: 2.3889 3.0833 3.0667 2.85 min/in 0.35 in/min Average of Tiro: 2.00 min/in 0.61 in/min The soaking of the soils prior to performing the percolation tests was performed and the native soils drained rapidly enough that a prolonged soaking period was not needed. The native soils were saturated prior to running the tests, but they drained fairly rapid and standing water was infiltrated into the existing soils. The percolation rates shown above are considered accurate for the site. If you have any questions concerning the above items, the procedures used, or if SETS can be of any further assistance please call on us at (253) 833 -7967. Respectfully Submitted, SPEARS ENGINEERING & TECHNI J. Frank Spears, P.E. Principal . cc: Baima & Holmberg, Inc. P.O. Box 1007 AUBURN, WASHINGTON 98 071 -1 007 PHONE: (253) 833 -7967 Report # 01001 -039 FAX: (253) 735 -2867 Page .1 of 3 • z �z w 6 2 UO to WI �w wO LL U� = CI Z= 1- O Z W U O-- ca E- W UJ Z W U= Z a • SEJS INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: / /WW W.SPEARS-ENGINEERING.COM PERCOLATION TEST LOCATIONS 53RD AVE. S. SPEARS ENGINEERING & TECHNICAL SERVICES • -Test #2' • x -- Boring ##1_:• . . J N 0rn8'3.• E 7347 Nai-G'33 t ta_.o7 N 01138'33- E P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 PHONE: (253) 833 -7967 FAX: (253) 735 -2867 Report # 01001 -039 Page 2 of 3 S INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIAUZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS- ENGINEERING.COM SITE PHOTOS A: Percolation tests #I, soaking prior to performing the percolation tests. SPEARS ENGINEERING & TECHNICAL SERVICES B: Test location for percolation test #1. C: Test #2 was near the edge of the existing bushes in the distance on the far right of this photo, #1 is on the left. P.O. Box 1007 AUBURN, WASHINGTON 98 07 1 -1 007 PHONE: (253) 833 -7967 FAX: (253) 735 -2867 Report # 01001 -039 Page 3 of 3 GILBERT CHIN 4989 19t Ave S Seattle, WA 98108 INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: / /www.SPEARS-ENGINEERI NG.COM ATm: MR. GiLbERT CNiN RE: IN -SITU PERCOIATION TESTS PROjECr. 16804 53" AVE S, TukwiL , WA Gentlemen; SPEARS ENGINEERING & TECHNICAL SERVICES As per your request we have performed the percolation testing for the above referenced project. The tests were performed in accordance with the applicable City of Tukwila, Public Works standard for a falling head percolation test. The depth of the percolation test was 3 feet beneath the existing surface. The results obtained were as follows: _ - — _-Test #1 -_— 'lime Distance Percolation Rate seconds inches minAn —_— 'lime seconds ^Test #2 — —� -- Distance Percolation Rate inches minAn 730 3.00 665 3.00 735 3.00 Average: 4.0556 3.6944 4.0833 3.94 min/in 0.25 in/min 555 705 675 3.00 3.00 3.00 Average: 3.0833 3.9167 3.7500 3.58 min/in 0.28 in/min Average of Two: 3.76 min/in 0.27 in/min The soaking of the soils prior to performing the percolation tests was performed and the native soils drained such that a prolonged soaking period (4 hours) was used prior to performing the tests. The native soils were saturated prior to running the tests, but they drained fairly rapid and standing water was infiltrated into the existing soils. The percolation rates shown above are considered . accurate for the site. If you have any questions concerning the above items, the procedures used, or if SETS can be of any further assistance please call on us at (253) 833 -7967. Respectfully Submitted, SPEARS ENGINEERING & TECHNI J. Frank Spears, P.E. Principal cc: Baima & Holmberg, Inc. P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 PHONE: (253) 833 -7967 Report # 01001 -037 FAX: (253) 735.2867 Page 1 of 3 INSPECTION & TESTINO SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIAUZINO IN ROADS & BRIDGES HTTP: //W W W.SPEARS-ENOINEERINO.COM PERCOLATION TEST LOCATIONS SPEARS ENGINEERING & TECHNICAL SERVICES P.O. Box 1007 ,'AUBURN, WASHINGTON 98071 -1007 PHONE: (253) 833 -7967 FAX: (253) 735-2867 Report # 01001-037 Page 2 of 3 S INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS-ENGI NEERIN G.COM SITE PHOTOS ,iiti.7 \ SPEARS ENGINEERING & TECHNICAL SERVICES A: Percolation tests #1, soaking prior to performing the percolation tests. B: Test location for percolation test #2 during soaking. C: Test #1 was near the center of this photo. D: Test #2 was near the existing fence in the distance behind the house in this photo. P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 PHONE: (253) 833 -7967 FAX: (253) 735 -2867 Report # 01001 -037 Page 3 of 3 z z w Lu 00 w J = F- �lL u! O Li.Q 2 d LLJ Z= z O uj Uca O- Ot-- wW LL- O . LiJ O z 05/08/2003 13:51 3913055 BAIMA HOLMBERG INC PAGE 01 IMA & HOLMBERG INC. May 8,"2003,• RECEIVED • Deborah Ritter .. MAY 0 its 2003 Associate Planner. • City Of Tbltwila'. Do oPNITY MENT RE:. Wally Chun , Ii3t•.short plat L2000417.4'.. ' , : ' Our File.#f733 =0Z3 • " . • Dear Deborah_ . • .. ' This project was ;j given io me'•for the preparation of the submittal for "Final" Short Plat., In rev ewinia• :the fale,:1;ain confused as to its present status with the City of Tukwila. 'Please consider't letter• a •retiuest for help. I need to know what the city expects in the way of a' final''application far: •is short plat. Thus far I have l een unable tQ°locate.a listing of items that the city wants in the "final" submittal. Us`ul i1 ``finals" consist: of most of the following: 1'. Submiittal',Fe' . 2. Sevetal;eopies'o €the'* fitfal `sfvey short plat map 3. Assessai-m'nps • 4. Lot Closures; ••••• 5. .Title Report.' . 6. Health.I7epattment..approval or Water and Sewer Availability Letters Would, you•mnd kettiiig'me know what 1 need for a timely submittal for this file? Also let me know 'if this;tlie •as'at a status where we can submit a final package. Anything that you can praiiide Ny gresfly',. appteciated. Sincerely, • .• James R. Bergsrna Baima & Holmbe g;,:Tnc: • • •100 FRONT STREET'S'OUTk ..,iSSAQUAH. WASHINGTON • 98027 -3817 • (425) 392-0250 • (425) 391 -3055 Cizy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director October 25, 2002 Mr. Lyle Kussman Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 VIA FAX 425 - 806 -9628 RE: Wally Chin 5 -Lot Short Plat 16628 53rd Avenue South, Tukwila L2000 -074 (Short Plat) Dear Mr. Kussman: As you know, the Tukwila Short Subdivision Committee granted preliminary approval to the above - referenced short plat application on October 26, 2001. This approval expires on October 26, 2002. Per TMC 17.12.040, upon written request by the subdivider prior to the expiration date, "the Short Subdivision Committee may grant one extension of not more than one year." The Short Subdivision Committee has reviewed your October 24th letter requesting an extension of that expiration date. This letter is to acknowledge our approval of your request and to formally extend the deadline from October 26, 2002 to October 26, 2003. Sincerely, Steve Lancaster Director Community Development cc: Deborah Ritter, Senior Planner Dave McPherson, Associate Engineer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 ..� v n...a:' 1 ".•ssi -.r.x .x�; i ey�:y�::`.�:.:l;.ii eT�Gn+ 7siCe�1A ;c.:e'vT.!4::til:i'e.:•.1+.a r•.:wu z 1-Z• . • J U; U 0• .0 0; W 2' cn - LL, w o g J =a }_ w, z� F— O: ZF--H ww U0 'O ,S9-' 0 I—; w W. :z U 1- • tL O ..z w N` O • •z MOM : KUSSMAN ASSOCIATES FAX NO. : 4258069628 Oct. 24 2002 10:40AM P2 KUSSMAN ASSOCIATES Architects, Planners & Consultants October 24,2002 Ms. Deborah Ritter, Senior Planner City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite 100 Tukwila, Washington 98188 Dear Ms. Ritter Re: Wally Chin 5 Lot Short Plat 16628 53`t Avenue South, Tukwila. L2000 -074 (Short Plat) We are sorry for the delay in responding to your letter of September 27,2002. Mr. Wally Chin has bad some problem in obtaining the loan to develop the approved Short Plat # L2000 -074, but as of this date it seems that the loan will close in the next few days. Therefore, we request that the Short Subdivision Committee grant a one year extension to the Preliminary Approval of Short Plat # L2000-074. We trust that this letter will be adequate to obtain the one year extension if not please let me know by calling (425) 486 -8300 Thank you for your help with this very trying project. Sincerely, P.O. BOX 1705. BOTHELL, WA 98041 -1705 (425) 486 -8300 . Fax (425) 806 -9628 . Email: 1y1e@kussman.net •z z • • JU • • oo W = J � ur w0 2 g J: u_ • =d • • w 1- _. zF.: I— O; Z I—' • • ,U 2 U. u-O Z w Z Cizy of Tukwila Steven M. Mullet, Mayor Department of Community Development September 27, 2002 . OWNER: Mr. Wally Chin 15310 Macadam road #A -303 Tukwila, Washington 98188 RE: AGENT: Mr. Lyle Kussman Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 Wally Chin 5 -Lot Short Plat 16628 53rd Avenue South, Tukwila L2000 -074 (Short Plat) Gentlemen: Steve-Lancaster; Director As you know, the Tukwila Short Subdivision Committee granted preliminary approval to the above - referenced short plat application on October 26, 2001. As we advised you at that time, the final short plat must be filed with the King County Department of Records by October 26, 2002 or the application will expire. However, per TMC 17.12.040, "the Short Subdivision Committee may grant one extension of not more than one year" upon written request by the subdivider prior to the expiration date. If you have any questions, please contact me at 206 -431 -3663. Sincerely, 4x_ Deborah Ritter Senior Planner cc: Dave McPherson, Associate Engineer, Public Works 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 z • _ • new 6 000 u, o. w= J f- 0 u_¢ =a. H= z� I— O Z t- .0 •0 -. 0 F--- ww .z w U= OH z May 21,2002 City of Tukwila Steven M. Mullet, Mayor Departmfnt of Community Development Steve Lancaster, Director Mr. Lyle: Kussman Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 RE: Short Plat L2000 -073 Gilbert Chin 16804 53`d Avenue South Dear Mr. Kussman, NOTICE OF DECISION z w QQ� J0 00 CO W. J= u,_ w0 2 J w ?: CO a w z �. 1- 0 z F- LU w 0 0- C3 t—: The Short Subdivision Committee has completed review of your short plat application (No. L2000- W w 073), and determined that it complies with.all applicable City code requirements. The City SEPA i 0 Responsible Official has .previously determined that this application does not require a SEPA u. O. threshold determination because it is categorically exempt. This letter serves as the Notice of u.i Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is p -' granted subject to the conditions stated below. z There are three basic steps in the short plat approval process: 1. Preliminary Approval This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. PRELIMINARY APPROVAL CONDITIONS Utilities a. Storm drainage system shall be installed per the Baima & Holmberg Preliminary Grading and Utilities Plan of 4/25/02. Page 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 b. Pursuant to the Tukwila "underground ordinance ", electrical service to the houses shall be placed underground. c. The side sewer line serving the existing house must be abandoned and the new sewer line installed per the Baima & Holmberg Preliminary Grading and Utilities Plan of 4/25/02. ValVue Sewer District shall approve the design and as -built plans shall be provided to the Tukwila Public Works Department. d. The new water meter for Lot 2 shall be installed. Water service shall be extended to Lots 2 and 3. Highline Water District shall approve the design and as -built plans shall be provided to the Tukwila Public Works Department. Access e. A 20 foot wide paved access road built to Public Works and Fire Department standards must be constructed to Lots 2 and 3 and the future lots to the north as shown on the Baima & Holmberg Preliminary Grading and Utilities Plan of 4/25/02. General f. You will need to obtain all required permits prior to beginning any construction. For water and sewer permits, contact the individual provider District. For your miscellaneous permit (grading, storm drainage) contact Tukwila Public Works at (206) 433 -0179. g. Install all required site improvements, including those proposed in the short plat application and those identified above as conditions of approval. h. Submit a set of recording documents in either legal or record of survey format that meet the King County Recorder's requirements and contain the following items: 1. A survey map as described in the application checklist that is consistent with all of the conditions of approval. The surveyor's original signature must be on the face of the plat. 2. Existing and proposed legal descriptions for all lots. 3. Legal description of the access /utility easement. This easement shall also be included in the Joint Maintenance Agreement. APPEALS This short plat approval decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat is permitted. If no valid appeals are filed within the time limit the decision of the Department will be final. Short Plat L2000 -073 Page 2 In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision (June 11, 2002). The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision. The Notice of Appeal shall state specific errors of fact or errors in application of the law in the decision being appealed; the harm suffered or anticipated by the appellant, and the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. 2. Final Approval The next step is to install the required site improvements, comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, and other required paper work). You may apply to delay installation of the site improvements up to six months beyond final approval subject to the approval of the Public Works Director. A financial guarantee must be provided to ensure installation. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, the Chair of the Short Subdivision Committee signs your short plat which constitutes a grant of final approval. Expiration The final approved short plat must be filed with the King County Department of Records by May 21, 2003, one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. Short Plat L2000 -073 Page 3 3. Recording The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original short plat to King County, see the Recording Procedures handout. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded original to the City of Tukwila within 4 -6 weeks, at which time your short plat is considered complete. You can shorten this processing time by hand - delivering a copy of the recorded short plat to the project planner. In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. Sincerely, Steve Lancaster Chair, Short Subdivision Committee Enclosure cc: Jim Morrow, Public Works ector (please initial your approval) Tom Keefe, Fire Chief - (p e initial your approval) King County Assessor, Accounting Division Department of Ecology, SEPA Division Short Plat L2000 -073 Page 4 ....L.ad6uW^ eta.'Y:A6n.iiit'' z w ce , 6 U O CD o, CO w W =. J F-: N w O. u- <. "a ±" w' z F- z 1-- 11.1 w U O N: oI--. w o s .z'. Cu U =' O F. z v. October 26, 2001 Gity of Tukwila Steven M. Mullet, Mayor Department of Community Development OWNER: Mr. Wally Chin 15310 Macadam road #A -303 Tukwila, Washington 98188 Re: AGENT: Mr. Lyle Kussman Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 VIA FAX 425 - 806 -9628 Wally Chin 5 -Lot Short Plat 16628 53rd Avenue South, Tukwila L2000 -074 (Short Plat) Gentlemen: Steve Lancaster, Director The Short Subdivision Committee has completed their review of the above - referenced short plat application. Based on the City's review of your short plat submittal, short plat preliminary approval is granted subject to the conditions stated below. There are three basic steps in the approval process: Preliminary Approval, Final Approval and Recording. These three steps and their requirements are described as follows: I. Preliminary Approval of Short Plat This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions imposed are to ensure that the short plat is consistent with the City's policies and regulations. A. PRELIMINARY APPROVAL CONDITIONS 1. General The surveyor's original signature must be on the face of the short plat and must have adequate margins meeting King County recording requirements. 0 The original notarized signatures of all property owners must be on the face �.J of the plat. Please remove all signature blocks for the Tukwila Public Works Department, Finance Department, Mayor and City Clerk (all located on the right hand side of Sheet 1 of 2) as they are not applicable. • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206- 431 -3665 \l Mr. Wally Chin Mr. Lyle Kussman October 26, 2001 Page 2 y 3. Landscaping z w Please remove the signature block for the King County Department of Assessments (right hand side of Sheet 1 of 2) as it is a duplicate of the signature block appearing at the top of Sheet 1 of 2. 0 0 w= u-: w 0. gQ = d. H2 z� i= 0 Z I- .0 0 == • H w w Per TMC 17.20.030(G)(1), each lot within a new short plat shall be landscaped with at least one tree in the front yard to create a uniform streetscape. The minimum LI 0 size of each tree shall be either a 2 -inch caliper (for deciduous trees) or 6 to 8 feet in height (for evergreen trees). You have the following two options: F. I 0 z e. All required common improvements must be constructed by the owner of the property and must be accepted by the City or a bond posted by the owner for construction of same, prior to the short plat being filed (TMC 17.24.030). Said bond shall be in an amount equal to 150% of the estimated cost of complete construction of such improvements as determined by the Director of Public Works. Easement Documentation The proposed short plat references certain easements. The easement documents must be submitted prior to final short plat approval. They will be recorded at the time the short plat is recorded. a. Install a tree in the front yard of each of the five lots at the time of installation of the common improvements; or b. Install the above - referenced trees along the 53rd Street right -of -way as part of the required half -width improvements. Specifics regarding species type, location, spacing and planting of these trees will be determined during the review process under the future Miscellaneous Permit for either option referenced above. B. EXPIRATION The final short plat must be filed with the King County Department of Records by October 26, 2002, twelve months from the date of this preliminary approval or the application will expire. The City may grant one twelve -month extension if requested in writing prior to the expiration date. II. Final Approval The next step is to submit the necessary short plat documents in compliance with the conditions of approval. After the documents have been found to be in order, and the all of the requirements of the Mr. Wally Chin Mr. Lyle Kussman October 26, 2001 Page 3 short plat have been met, the Chairman of the Short Subdivision Committee signs your short plat which constitutes a grant of final approval. III. Recording It is your responsibility to record the City approved short plat documents first with the King County Department of Records. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. u- w u-¢ The signature of the Chairman of the Short Subdivision Committee certifies that your short plat is co a ready for recording. You will need to pay the recording fees and submit your approved original short = w plat to the King County Department of Records (206- 296- 1570). z F- O: After recording, the County returns the recorded originals to the City of Tukwila within 4-6 weeks, at z UJ which time your short plat is considered complete. You can shorten this processing time by hand- D; delivering a copy of the recorded short plat to me. v If you have any questions concerning any of the above comments, please do not hesitate to me at 206 -431- w I-, = w. H , Z'. w U =' 0�: Z._ 3663 or Dave McPherson in the Public Works Department at 206 -433 -0179. Sincerely, �fcrr l-, i2 e(1 Deborah Ritter Associate Planner cc: Dave McPherson, Associate Engineer, Public Works Lt. Don Tomaso, Fire Prevention Officer, Fire Department City of Tukwila Steven M. Mullet, Mayor Department of Community Development TO: Baima & Holmberg, Inc. Wally Chin, owner All Parties of Record This letter serves as a notice of and permit approval. Project File Number: Applicant: Type of Permit Applied for: Proiect Description: Location: Associated Files: Comprehensive Plan Designation /Zoning District: NOTICE OF DECISION October 26, 2001 , applicant Steve Lancaster, Director decision and is issued pursuant to TMC 18.104.170 on the following project PROJECT INFORMATION L2000 -074 Baima & Holmberg, Inc. on behalf of Wally Chin, owner Short Plat Proposal for a 5 -lot short plat on 35,000 square foot site, containing one existing single family home. The proposed improvements include the development of four additional single- family homes, obtaining access from 53rd Avenue South. 16628 53rd Avenue South E2000 -028 (SEPA Determination) Determination of Non - Significance issued October 9, 2001 Low Density Residential Zone (LDR) DECISION Decision on Permit: The City Department of Planning and Community Development has determined that the application for preliminary short plat approval complies with applicable City code requirements and has approved that permit, subject to conditions, which are set forth in the permit. A copy of the permit and conditions may be obtained from the City contact person listed below. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 2 decision pursuant to Tukwila Municipal Code §18.104.010. An administrative appeal of the Decision is permitted. If no valid appeals are filed within the time limits set forth below, the Decision of the Department is final. Any party wishing to appeal must do so in accordance with the requirements set forth below. PROCEDURES AND TIME FOR APPEALING In order to appeal the Department of Community Development's decision on the Preliminary Short Plat, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision, that is by November 9, 2001. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 Notice of Decision October 26, 2001 Page 2 The requirements for such appeals are set forth in Tukwila Municipal Code ch. 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. The Notice of Appeal must identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal will be limited to matters or issues raised in the Notice of Appeal. APPEAL HEARINGS PROCESS If an appeal is filed, notice of the time and place for the appeal hearing will be sent to all parties of record. Any appeal hearing regarding the Permit will be conducted as an open record hearing before the Hearing Examiner, which means the Examiner will accept new evidence in the form of both documents and oral testimony at the hearing, and will make a decision based on the information presented during the appeal hearing. The Hearing Examiner's decision on the appeal is the City's final decision. Any party wishing to challenge the Hearing Examiner's decision on this application must file an appeal in King County Superior Court within 21 days of the issuance of a Notice of the Examiner's Decision by the Department pursuant to the procedures set forth in RCW ch. 36.70C. An appeal of the Declaration of Non - Significance which was previously issued by the Department may be included in such an appeal. If no appeal is properly filed in Superior Court within such time limit, the Decision on this permit will be final. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Deborah Ritter, who may be contacted at 206 -431 -3663 for further information. Steve Lancaster, Director of Community Development City of Tukwila October 15,2001 KUSSMAN ASSOCIATES Architects, Planners & Consultants Deborah Ritter, Associate Planner Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Reference: Wally Chin 5 -Lot Short Platt 16628 - 53rd Avenue South, Tukwila L2000 -074 (Short Plat), E2000 -028 (SEPA) Dear Ms. Ritter: Please find attached four (4) copies of sheets 1of2 and 2o12 Plat Map on the above project together with one (1) 81/2" X11" copy of The Plat Map sheets. We have completed the revisions as requested in your letter dated October 5,2001. Please find attached a check in the amount of $954.44 as payment for the second geotechnical peer review Budget account # 000.13.532.200.41.00 as requested in item number 9 of said letter. Thank you: RECEIVED CITY OF TUKWILA PERMIT CENTER P.O. Box 1705 . Bothell, WA 98041 -1705 (425) 486 -8300 . Fax (425) 806 -9625 . Email: lyle @kussman.net Z ,I- Z U O' to w. J N - 0 u-Q co —d: • 2• z F..., 1- a .2 I- 0 0. -' 0 I--' .2 0, .- Z L1.1 U= 2. ,O z a • State of Washington County of King City of Tukwila CITY OF TURINYIT ,A Department of Community Development 6300 Southcenter Boulevard, Tukwila. W4 98188 Telephone: (206) 431-3670 .'7.4.X (206) 431 -3665 E-mail: iulolancii2cLiukwila.'.va.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) I LYLL- A . i1SSniA,J (PRINT NAME) understand that Section 13.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I certify that on 10 - Z(D - 0 1 the Public Notice Board(s) in accordance with Section 13.104.110 and the other applicable guidelines were posted on the property located at 1 tvio 2% 5SrcL \ ix l \ so as to be clearly seen from each right -of -way primary vehicular access to the property for application file number L2.pQO - 0 77/.1 I herewith authorize the City of Tukwila or its representative to remove and immediately dispose of the sign at the property owner's expense, if not removed in a timely -.ner •r with'. ourteen (14) days of a Notice letter. pplicant or " ject Manager's Signature On this day personally appeared before me L L.6 !1%. .S s�A 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. SUBSCRIBED AND SWORN to before me this Z4 day of • NOTAR? ?UBLIC in and for the State of Washington residing atAn\ CdL. G PN\L-- My commission expires on s- fig- o2- 3 October 9, 2001 City of Tukwila Steven M. Mullet, Mayor Department of Community Development OWNER: Mr. Wally Chin 15310 Macadam Road #A -303 Tukwila, Washington 98188 AGENT: Mr. Lyle Kussman Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 Re: Wally Chin 5 -Lot Short Plat 16628 53rd Avenue South, Tukwila L2000 -074 (Short Plat) E2000 -028 (SEPA) Gentlemen: Steve Lancaster, Director This is to advise you that a SEPA Determination of Non - Significance was issued by the Department of Community Development today. We are enclosing a copy of the Determination for your reference. We have also forwarded a copy of the Determination to all parties of record on file. A copy of our cover letter to the parties of record is also enclosed. We will be accepting written comments on the Determination until October 23rd (fourteen days from the issuance date of the Determination). We anticipate that you may be submitting your response to our October 5th short plat technical review comments before that date. However, we will not be able to proceed with preliminary approval of the short plat until the fourteen -day comment period has been completed for the SEPA Determination. If you have any questions, please contact me at 206 -431 -3663. Sincerely, Deborah Ritter Associate Planner . cc: Lt. Don Tomaso, Fire Prevention Officer Dave McPherson, Associate Engineer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 z �wno 0 0 O' W= NLL:; w0 w¢ =(21 w Z �. 1= 0 Z U.I ui 0• S ww • U IL o .z w O N 0 z 6 CITY OF TUKWILA DETERMINATION OF NONSIGNIFICANCE (DNS) DESCRIPTION OF PROPOSAL: 5 LOT SHORT PLAT PROPONENT: WALLY CHIN LOCATION OF PROPOSAL, I,NCI tTDING STREE:T:;ADDR.ES,S, IF fr.t� • • ADDRESS: PARCEL NO: SEC /TWN /RNG:• 166M5.3 88588O- 0055'' ANY: LEAD AGENCY': CITY OF'TUKWILA FILE NO E2000 -023 ' v The City/has determined that the proposal does "not ' hav,e' a 'probable significant ,ad,verse,Jmpac,t*',,on the environment. An environmental impact:'st'ate.ment (EIS) is ::snot .required under RCW 4'3.21:c0.30('2)(c) . ' " <.• :1 ' , Est +•.. This d'ecisiop was:,made •'after review of a completed env•i-rrinmental checkl'i;st ;and :3oth'er i nfoc)nat i on' on f`i i with the lead agency. �, ;Th i s informa.tion.;: \i.s a,vailabl_e.,,to ' th'e' public on request. - "` 5> ip; R ( y „•... ** * * * * * ** * **.** **.***.***.* 1).*** 14%i*4***>***** * * ** * ** * **v * ** * * ** *.A** ** ** *** This deternr.ination. ,isf f i�na -1'= anal sig'ned-this` r 1 day o:f......� -2r'-' 200 , �s�, ,w,.,,,,„,, '''-'1 ., : Y�, f �"" + 3.4- .k �.. � ... � p # ;v {: tl S ' f +-4� �, ✓ fa, a ig: t Steve Lancas.•t.'er, Responsible Official;" ',,, City of;jukwi la, (206) 431 -3670 r �1 :.� a a `�az 6300 Southcenter Boulevard ''' Tukwila, WA 98188 �l V'".�,i,,ras� h, �. 0 7 a "ire .:g R'' 47 :a 041 'a: .) • 1 Copies of thepfrocedures for SEPA appeYa,s are availablith Department of ,.;,'No Deve1opinent.R ) the z Z. Ce 2 6 000 U) W W =' W 0, wa' w' Z �. I-0: Z 2 p 0 N W W U tL 0: Z W: z city of Tukwila Steven M. Mullet, Mayor Department of Community Development October 9, 2001 Mr. & Mrs. Forrest Akre Mr. Ed Bauch Mrs. Leland Chumlea Ms. Rena Davis Mr. & Mrs. Raymond Ellison Ms. Dorothy Farrell Mrs. Winnie Fincher Ms. Cynthia French Ms. Betty Fritz Ms. Victoria Fry Mr. & Mrs. William Garjanee Ms. Phyllis Gittsy W.J. Hanley Re: Chin 5 -Lot Short Plat 16628 53rd Avenue South E2000 -028 (SEPA) L2000 -074 (Short Plat) Greetings: Steve Lancaster, Director Mr. & Mrs. Dwayne Hayes Ms. Sylvia Heath Ms. Mildred Heppenstall Mr. & Mrs. George Kempf Ms. Murdena Kerr Mr. & Mrs. David Morgan Mr. & Mrs. Mark Ohlstrom Ms. Sharon Olson Mrs. Corinne Pasquan Ms. Becky Taylor Ms. Brenda Tillery Mr. & Mrs. Steven Voiland Mr. & Mrs. Paul Willoughby We wanted to take this opportunity to follow -up with you regarding the progress of the above - referenced short plat proposal. As you may remember, our earlier letter (dated February 2nd) outlined the code requirements that must be satisfied prior to short plat approval. We also held a neighborhood meeting on March 29th, which many of you were able to attend. Our review of the short plat proposal is nearing completion. Based on the documentation provided by the applicant and his satisfaction of our various code requirements, we have determined that no significant adverse environmental impacts will be created as the result of the short plat. A copy of our SEPA Determination of Non - Significance is enclosed. The Determination of Non - Significance is not appealable at this time, although the City will accept and review written comments on the Determination and on the merits of the proposed short plat for a period of fourteen days (until 5:00 p.m. on October 23, 2001). The Department of Community Development will issue a decision on the merits of the short plat application after completing a review of 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 Chin 5 -Lot Short Plat October 9, 2001 Page 2 the application and any comments received. Decisions of the Department on short plats are appealable to the City Hearing Examiner. A Notice of Decision on preliminary approval of the short plat, along with an explanation of procedures for appeal to the Hearing Examiner, will be sent to you and all other parties of record when that decision is issued. After preliminary approval of the short plat has been granted, the applicant will have one year to complete all required common improvements (such as utilities and access) and to obtain final short plat approval. We hope this addresses your concerns and questions. If you should have additional questions or would like to make an appointment to review these files, please do not hesitate to contact me. 1 can be reached at 206 - 431 -3681. Sincerely, Steve Lancaster Director, Community Development cc: Deborah Ritter, Associate Planner Dave McPherson, Associate Engineer October 5, 2001 City of Tukwila Steven M. Mullet, Mayor Department of Community Development OWNER: Mr. Wally Chin 15310 Macadam Road #A -303 Tukwila, Washington 98188 AGENT: Mr. Lyle Kussman Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 VIA FAX 425 - 806 -9628 Re: Wally Chin 5 -Lot Short Plat 16628 53rd Avenue South, Tukwila L2000 -074 (Short Plat) E2000 -028 (SEPA) Gentlemen: Steve Lancaster, Director ' William Holmberg Baima & Holmberg, Inc. 100 Front Street South Issaquah, WA 98027 VIA FAX 425 - 391 -3055 We have reviewed your resubmittal dated September 14, 2001. The following comments include a list of the outstanding items that remain, based upon our review of that documentation. Please provide four copies of each revised document you resubmit. Planning Department Comments — SEPA: 1. We have no further comments at this time. Planning Department Comments — Short Plat: General 2. Your request for a waiver of the Administrative Planned Residential Development ( "APRD ") permit has been granted. Plat Map 3. Please revise the signature block areas in both of the "City of Tukwila Approvals" sections as follows: a) the signature blocks for Public Works, Finance, City Clerk and the Mayor are to be deleted; and b) a signature block is to be provided for the Chair of the Short Subdivision Committee. 4. The language you have provided in the Dedication section is not satisfactory. Per TMC 17.04.060(B)(2) it is to include a waiver "of all claims for damages against any governmental authority arising from the construction and maintenance of public facilities and public property within the subdivision." Please make the necessary revisions. 5. The Tots are to identified consecutively. Accordingly, your proposed Lot E should be labeled Lot D and your proposed Lot D should be labeled Lot E. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Mr. Wally Chin Mr. Lyle Kussman Mr. William Holmberg October 5, 2001 Page 2 Z }=lZ. rew 6. Please provide an 8 -1/2" x 11" high quality reduction of the plat map sheets. U. Public Works Comments: N o W 111 Plat Map H al 7. Note 4 (Sheet 1 of 2) shall be removed, as infiltration is allowed as part of this project. 8. The recording number of the 10 -foot sanitary sewer easement on Lot 3 (Sheet 2 of 2) should be u ?' corrected to be AFN 8203090493. = a w z� O 9. A second peer review of geotechnical studies was required by the City of Tukwila (TMC z 111 and 21.04.140(A)). The applicant shall pay the City of Tukwila $954.44 prior to ? o 18.45.080(E) preliminary approval of the Short Plat. See letter to applicant, dated August 10, 2001 requesting U payment and detailed billing information, attached. 0 E. General Informational I-. w �U 11 r- 10. Prior to the City's approval of the Miscellaneous and Building Permits, the Applicant shall provide a iii Z copy of all private ingress /egress, private drainage and utility easements. OI- Next Step: Upon receipt of all of the documentation requested in Items 3 through 9, we will continue processing your Short Plat application. If you have any questions, please contact me at 206 -431 -3663. Sincerely, -b,CocRik Ace_ Deborah Ritter Associate Planner cc: Lt. Don Tomaso, Fire Prevention Officer Dave McPherson, Associate Engineer cn e},..s:i1;42■4.t4 Uryx+.... >.., „r STATE OF WASHINGTON CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, W,1 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukolan'aci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY ss 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, agents engincers, contractors or other representatives the right to enter upon Owner's real property, located at II (0(.¢ of 55 -o. Af 04 n U-e c 7L \ 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. EXECUTED at (cit�U.v A (state q ), on / ( VVV 1>t---05( (_, n� • (Print t* (Address) (Phone 'umber) (/ % - (Signature) • On this day personally appeared before me 1 C..1 `-�� C. , • Lam_ to me known to be the individual who executed the foregoing instrument and acknowledged that he/she sisasld the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBE`Q Et 'tM "TO BEFORE ME ON THIS' * :/C1,;%. C) ��� NOTARY PUBLIC in and or the rate of Vas 'ngton vo NOTARY N, residing ••• (J) -1 PUBLIC orv,:OZ: 9 ,,,,,9F . tr•,.,."' My Commission expires on 20-7 RECEIVED CITY OF TUKWILA OCT 2 6 2000 PERMIT CENTER Z = ~ J U 0 0` CO U . W I J / CO LL WO ga = W Z� F-0. Z S` 0 F—: W'. 1— — IL O • Z W UN 0� z Arta R.cordrng Mail To Wally!, chin 1862e 53rd Ave S Seattle, WA Mee 20000505002504 E1751779 StrzetenAz 8401 ell pf est STATUTORY WARRANTY DEE°. �G jT�HiE��,,G�RANTQFt(S), JASWINWER KAUR, i #' - Fu r din co iii a lion gf en to ails R9nt� gier cc�d A dG Puaanr Yddaftron$glbUemits c conveys and warrants to, WALLY L CHIN, an unmarred man as his separate estate e+r 1Tie following described real estate, situated in the County of King state of WASHINGTON a *HaSSl, detaaaed let 0 +ri Aa hereto attached, v Parcel No's 8e98O0- 0050.08 and 955380. 0055 -03 Q SUBJECT Caysnanta, Conditions, Restncts:Ms, R.aarvatrone, and Easements of record if .ny LOTS3 -a, BLOCK 2, VALLEY VIEW HOMES, VOL 56 PO 81 Dated Ursa day of Apnl, 2000 ti .-• (Seel) (Seal) Representative of the estate of 3eebit: Singh Bassi, deceased State of County of 1 SS On this day personally appenred before me '// FMS / AJZ C 1 ('4 v 1Z., known to be known to be the lndrviduat de3crrbed in and who executed th thin foregoing instrument and ackngttilttdgrda; .c.gp,1116.z.16,1igfigkItta Krgt aS - free and voluntary act and doe or inc u , e and • • • - - therein mantra GIVEN under my hand and offI sal seal this �a' f � r a� Not frc rn end thr fire .� Otnt i C Orrim ssron expires 7 - s.-o o r.a Ili L 't linwst :oar .vCe.•.•I �.rw AI st{o •. .• 11. 8.2000 13:14 RECEIVED CITY OF TUKWILA DEC - 6 2000 PERMIT CENTER P. 2 z • • D JU 00 to 0 rnW J I- N W0 =C1. f- _. Z� Z I— U0 O u) 0 I- W W. LO iii Z: U Z } �1. COMPLETE APPLICATION CHECKLIST 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 the Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted in a later timely manner for use at the public hearing (e.g., revised 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. Department staff are available to answer questions about application materials at 206 -431 -3670. COMPLETE APPLICATION CHECKLIST TABLE Information Required. A'fay be waived in unusual cases, upon approval of both Public Works and Planning Information Waived PbWk /Ping Office Use Only Comments & Conditions. APPLICATION FORMS: Application Checklist four (4) copies, indicating items submitted with application. Short Plat Complete Application Packet: four (4) copies of the application form and full size plans and one (1) set of High Quality Photo Reductions of all plans reduced to 81/2 " x 11". (See Site Plans). A Short Plat Fee S200. SEPA Environmental Checklist eight (8) copies and Fee (S325). REQUIRED FOR SHORT PLATS OF 5 -9 LOTS. PUBLIC NOTICE MATERIALS: (5 — 9 Lot Short Plats Only) SUBMIT PUBLIC NOTICE MATERIALS ONLY FOR SHORT PLAT OF 5 TO 9 LOTS OR IF ENVIRONMENTAL REVIEW IS REQUIRED. '5�(King County Assessor's map(s) which shows the ' location of each property within 500 ft. of the subject lot. • SUBMIT PUBLIC NOTICE MATERIALS ONLY -FOR SHORT PLAT OF 5 TO 9 LOTS OR IF ENVIRONMENTAL REVIEW IS REQUIRED. Two (2) sets of mailing labels for all property owners and tenants (residents and 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 Public Notice Materials Section). SUBMIT PUBLIC NOTICE MATERIALS ONLY FOR SHORT PLAT OF 5 TO 9 LOTS OR IF ENVIRONMENTAL REVIEW IS REQUIRED. 7. 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 Public Notice Materials Section). SUBMIT PUBLIC NOTICE MATERIALS ONLY FOR SHORT PLAT OF 5 TO 9 LOTS OR IF ENVIRONMENTAL REVIEW IS REQUIRED. PROPERTY INFORMATION: Vicinity Map with site location. G.\APPHAMLANDt:SE APP`SHTPLTPT.DOC, 06/15/00 7 Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning Information Waived PbWk /Ping Office Use Only Comments & Conditions. 9. Title Reported within 3 0 day f application filing which clearly establishes status as legal lot(s) of record, ownership, all known easements and ecumbrances. TX. Lot lines for 300 ft. from the sites property lines including right -of -ways. SITE PLANS -- '1X One set of all plans and analyses shall be stamped by a licensed professional surveyor or engineer, as would normally be required in a building permit application, and have an original signature. Additional copies of the signed set may be submittd to satisfy the total number of copies required. Revisions shall satisfy this criteria. "1 .Z A boundary and topographic survey (2 ft. contours including a minimum 20 ft. beyond the property line) with all above easements, encumbrances and right - of -way width /infrastructure. Elevations shall be City of Tukwila datum (NGV 1929 datum for 100 year flood elevation with equation to City of Tukwila datum). This shall be stamped by the surveyor, and include a surveyor's certificate (sample attached). 13. Location of all sensitive areas (e.g., streams, wetlands, slopes over 20 %, coal mine areas and important geological and archaeological sites.). Provide sensitive area studies as needed per TMC 18.4. Also show trees over 4" caliper in sensitive area or buffers, indicating those to be saved. All proposed sensitive area and tree protection measures shall be shown. 54, 100 yr. flood plain boundary and elevation as shown on FEMA maps. XExisting property lines to remain and proposed lot lines shall be shown as solid lines. New lines shall be called out. Lines to be removed shall be dashed and called out. T Building footprint with changes in elevation, site improvements with sufficient dimensions to be accurately described and located (driveways, firelanes, parking layout, rockeries /retaining walls, fences). Fire access lanes and turn- arounds to be per Fire Department standards. G 1APPHAN \LAXDUSE.APPISHTPLTPT.DOC. 06/15/00 m„mow :M ,,rgn waling s�5r;#4.6t . 1730104 4rr:r,+fs-rxtew.a..,,....�_. Z w CL 6 - U_ 00 N C. W= J �. LL W O: g-J CO D. = d. 1- in Z H O. Z I—, 2 Lu U � O N, . O I—' W ill. 1-- • U' - O .Z` O Z • • { Information Required. My be waived in unusual ' u��n�/Pp0/�Wo/ksund ' approval ' - Information ` �� Waived PbRk/P/ng Office Use Only � Comments - '`` '� ' `�� For sew�and wu�rWnm��nand ��: Existing �`� and proposed utility easements and improvements, ori site and in street. Schematic designs to be provided regardless of purveyor (e.g., site line size, location, and size of public main. No capacity calcs, invert depth, vaive locations or the like are rieeded). . ~�� Document sewer and water avaitability ifprovided �_ by other than the City ofTukwita. 20. Storm drainage: -- Proposed schematic design for all conveyance systems, water quality features and detention structures per TMC 16.54.060(D) (e.g., detention poudu/vuu|ts.[rop'T elbows, coalescing plate separators, and bio-swaes). �X4�. Stoondruinage — loc|udeuLevc|Onc downstream �r analysis per TIvIClj.j4.O6O(D). and unarrative discussion ofconsistency with the King County Surface Water Drainage Manual's Core and Special Requirements. �� �., Fire hydrant: -- Locate the nearest existing hydrant _ and all proposed hydrants (adequate fire flow demonstrated iri the "water availability" documentation). 23L Schematic road design. . �^. King approval ,. Dept. systems (Min. lot size 15,000 s.f.). . ,N. ' VI Lot 3b�s(e.8.,6'jOOsf�nLD8) and average mk�h �� of each proposed lot (min 5Oftl 26. For Short Plats of 5 to 9 lots, a landscape plan which includes at least one tree in the front yard of each lot & which meets Public Works standards per TMC 17.20.030(G). �`�orstrounuiion�u8�o'czi�inDundpropoacdtopof• �`�� . stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 l08y flood). . • � ' • • • � z • 6 • C..) O 'CO 0` CD m�� La 0. • a• • CO; La ▪ ra‘ z: •z r GROWTH MANAGEMENT ACT REQUIRED INFORMATION Information Required. -.: Response Office Use Only Comments & Conditions. Total existing lots prior to Short Plat. Total lots in this Short Plat. Total acres involved in the Short Plat. Constraints (sensitive area, right retention /detention areas) in acres or sf. of way, Any preexistiong uses? Overall density (lots /acre). G.'APPHAN\LAN D US E. APPISHTPLTPT.DOC. 06/15100 MEMORANDUM TO: PLANNING DEPT. — Deborah Ritter, Associate Planner FROM: PUBLIC WORKS DEPT. — David McPherson, A sociate Engineer DATE: October 16, 2001 SUBJECT: Wally Chin 5 -Lot Short Plat 16628 — 53rd Ave. South Short Plat and Informational Comments Short Plat — L2000 -074 Submittal for Preliminary Short Plat is complete for the Public Works Department. Informational Comments Applicant shall provide a copy of all private ingress /egress & utility easements and private drainage easements, prior to Miscellaneous and /or Building Permit approval by the City. ie8' r7. LK7 'Ssila +:K4�.Tvs:�Vxfsi......' • z z►= 1• W: u6D J U 00: ; coo; w is J I- Nw w 0: w ¢: c �.. =a F-LO: .z 1- 0' Z ,moo: !OO =' :0 F_-`. w w: O z, 0 CD 0 I-';' Gity of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director TO: Jack Pace FROM: Deb Ritter DATE: September 28, 2001 RE: MEMORANDUM Request for Waiver of APRD Wally Chin 5 -Lot Short Plat 16628 53rd Avenue South L2000 -074 (Short Plat) E2000 -028 (SEPA) The subject property contains Sensitive Areas that have the potential for geologic instability. These areas have been designated as Class 2 and Class 3 on the City's Sensitive Areas Map. Per TMC 18.45.060(2) any new residential subdivision or multiple family residential proposal which includes a sensitive area or its buffer on the site shall apply for a planned residential development permit and meet the requirements of the Planned Residential Development District chapter of the TMC. The applicant's agent has requested a waiver of the APRD (see letter dated September 12, 2001, attached). This waiver is appropriate under the "size and complexity" clause of the Sensitive Areas chapter (TMC 18.45.060). There are no tree protection issues on the site and Public Works is satisfied with the applicant's geotechnical report. APPROVED: Jack P ce, Planning Manager Dated: 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 MEMORANDUM TO: PLANNING DEPT. — Deborah Ritter, Associate Planner Dram FROM: PUBLIC WORKS DEPT. — David McPherson, Associate Engineer DATE: September 27, 2001 SUBJECT: Wally Chin — 5 Lot Short Plat 16628 - 53rd Ave. South Short Plat and Informational Comments Short Plat — L2000 -0074 Submittal for Preliminary Short Plat is complete for the Public Works Department, providing the following items are addressed. 1. A second peer review of geotechnical studies was required per City Of Tukwila codes 18.45.080.E and 21.04.140.A. The applicant shall pay the City of Tukwila, $954.44 prior to Preliminary Short Plat approval. See letter to applicant, dated August 10, 2001, requesting payment and detailed billing information, enclosed. 2. Note 4, on sheet 1 of 2 of Short Plat map shall be removed, as infiltration is allowed as part of this project. 3. The 10' sanitary sewer easement recording # on Lot 3, on sheet 2 of 2 of Short Plat map should be corrected to be AFN 8203090493. Informational Comments 1. Applicant shall provide a copy of all private ingress /egress & utility easements and private drainage easements, prior to Miscellaneous and/or Building Permit approve by the City. KUSSMAN ASSOCIATES Architects, Planners & Consultants September 12, 2001 Steve Lancaster Director of Community Development City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila, Washington 98188 RECEIVED SEP 14 2001 ®E VELop�vrrY MENT Reference: Wally Chin 5- Lot Short Plat 16628- 53'I Avenue South, Tukwila L2000 -074 ( Short Plat ) E2000-028 (SEPA ) Dear Mr. Lancaster: Per TMC 18.45.060 Procedures we request a waiver of an Administrative Planned Residential Development. (APRD) We acknowledge the existences of Class 2 & 3 Sensitive Areas on the proposed short plat. We have shown the locations of said Slope class on sheet lof 3 (Site Plan). A copy of which is attached. Sincerel e N. Kussman hitect l Op' Viii°1 P.O. Box 1705 • Bothell, WA 98041 -1705 (425) 486 -8300 • Fax (425) 806 -9628 • Email kussman @worldnet.att.net August 28, 2001 City of Tukwila Steven M. Mullet, Mayor Department of Community Development OWNER: Mr. Wally Chin 15310 Macadam Road #A -303 Tukwila, WA 98188 AGENT: Baima & Holmberg, Inc. 100 Front Street South. Issaquah, WA 98027 VIA FAX 425 - 391 -3055 Re: Wally Chin 5 -Lot Short Plat 16628 53rd Avenue South, Tukwila L2000. -074. (Short Plat)- E2000 -028 (SEPA) Gentlemen: Steve Lancaster, Director AGENT: Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 VIA FAX 425 - 806 -9628 On May 10, 2001 we provided you with our technical review comments for the above - referenced short plat and SEPA applications (copy attached). We have not received a response to date. This letter is to notify you that these files will be closed if you have not provided all of the requested documentation on or before September 10, 2001. If you have questions, please contact Deborah Ritter at 206 -431 -3663. Sincerely, Deborah Ritter Associate Planner cc: Jack Pace, Planning Manager Lt. Steve Kohler, Fire Department Dave McPherson, Associate Engineer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Gity of Tukwila Steven M. Mullet, Mayor Department of Public Works James E Morrow, P.E., Director August 10, 2001 Mr. Wally Chin 15310 Macadam Road, #A -303 Tukwila, WA 98188 Subject: Wally Chin — 5 Lot Short Plat Site Address — 16628 53`d Ave. South L2000 -074 Second Geotechnical Peer Review Dear Mr. Chin: Enclosed is the final billing information from Shannon & Wilson, Inc., regarding their second geotechnical peer review for your 5 -lot Short Plat project at 16628 53rd Ave. South. I am enclosing a copy of their invoice No. 64078 and detailed billing analysis. The final amount for their services is $954.44. Please make a check in the amount of $954.44 payable to City of Tukwila (budget account # 000.13.532.200.41 .00) and mail to: Mr. David McPherson Public Works Department City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Thank you for your prompt attention and assistance. If you have any questions, please call me at (206) 433 -0179. Sincerely, •11/1 Sp1 --�?� David H. McPherson Associate Engineer DHM:ad enclosure: Shannon & Wilson, Inc., billing analysis cc: Gail Labanara Development File IP:alic.lchinI.tter) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 - 431 -3665 FITYM 041 z w ug�. U 0 W 0 CO w WI.. -.I ' u_ w • .= • F- Z� F-O. Z t-• U 0• :. 0 F-' w w' 1- • U ` LLO .z.• • r- _ O 1"'. z PHSPBSTORE B i l l i n g A n a l y s i s Thru Period End Date 07/28/01 Project : 21 -1 -09321 Inv Grp : 02 Fee Type: CP Seq Nbr : 1 DETENTION / INFILTRATION GEOTECHNICAL PEER REVIEW PHASE 002 Cost Plus Bill Org : 2100 S A L A R I E S : PRN: 02564 WILLIAM T LAPRADE P /M: 04802 STANLEY R. BOYLE Biller : NANMARIE KUCKER Page 1 Run Date 08/01/01 Fee: 0.00 Client: 06932 Invoice Mask: SWONE1 Bill Cycle: 9 SALARIES BASED ON MULTIPLIER Senior admin. Phase Org Cls Atvy Date P.E.Date Hours Rate Cost Billable 04755 EDITH E. TYE 002 2100 A17 * * ** R 07/07/01 07/07/01 0.40 16.62 6.65 21.33 * ** 0.40 6.65 21.33 Tech. IV /drafter /driller * ** 0.00 0.00 0.00 Principal engineer 04779 STEVEN R. MCMULLEN 002 2100 T19 * * ** R 07/07/01 07/07/01 1.50 29.19 43.79 140.46 * * *' 1.50 43.79 140.46 Associate 04802 STANLEY R. BOYLE 002 2100 722 * * ** R 06/30/01 06/30/01 4.80 35.92 172.42 553.05 04802 STANLEY R. BOYLE 002 2100 T22 * * ** R 07/07/01 07/07/01 1.80 35.92 64.66 207.40 * ** 6.60 237.08 760.45 ** Total at Mutt. 8.50 287.52 * ** TOTAL SALARIES 'Y ** 922.24 EXPENSES: NORMAL EXPENSES Phase Org C ..s Doc# Date P.E.Date Cost Billable G/L Acct: 4150 -0000 DC - Other Job Costs 03512 IN -HOUSE REPRODUCTION 002 2100 21.07 -011 07/20/01 07/21/01 28.00 32.20 * ** 28.00 32.20 ** Total 32.20 * ** NORMAL EXPENSES TOTAL 32.20 * ** TOTAL EXPENSES * ** 32.20 TOTAL 002 DETENTION / INFILTRATION Z • W .W� J U. ;U O. ,CO o 'U W: W = LL Q' U = d , l- W Zt uJ to- I- O Z l- U �. U'. 0 F-• W W I -U . F--' 0, Z, Luc) l- 2 0 I- :Z PHSPBSTORE B i l l i n g A n a l y s i s Thru Period End Date 07/28/01 Project : 21- 1-09321 Inv Grp : 02 Fee Type: CP Seq Nbr : 1 GEOTECHNICAL PEER REVIEW PHASE 002 Cost Plus Bill Org : 2100 PRN: 02564 WILLIAM T LAPRADE P,M: 04802 STANLEY R. BOYLE Biller : NANMARIE KUCKER Page 2 Run Date 08/01/01 Fee: 0.00 Client: 06932 Invoice Mask: SWONE1 Bill Cycle: 9 Current Billable 954.44 * ** *Available to Bill* 954.44 PROJECT /INVOICE GROUPING TOTALS.***** 4�s =t— Z:. u] U 0: In 0, fn W; Nom; W Q, J LLQ` (�f> W Z, 1—O` Zt—. W. rti Wi u), Fed. I.D. #91-0745357 400 N. 34th St., # 100; SHANNON & WILSON, INC. Geotechnical and Environmental Consultants P.O. Box 300303 Seattle, Washington 98103 06932 CITY OF TUKWILA Attention: MR. DAVID McPHERSON DEPT OF PUBLIC WORKS 6300 SOUTHCNTR BLVD #100 TUKWILA WA 98188 JOB REFERENCE GEOTECHNICAL ENGINEERING SERVICES 16628 53RD AVENUE SOUTH TUKWILA, WASHINGTON THIS PERIOD FROM: 06/ 2 4 / 01 FAX # (206) 633 -6777 Telephone: (206) 632 -8020 INVOICE NO. 0000064078 DETENTION / INFILTRATION SECOND PEER REVIEW WALLY CHIN, 5 LOT SHORT PLAT TO: 07/28/01 INVOICE DATE 07/28/01 CONTRACT OR PURCHASE ORDER P.O. NO. 11422(2) AUTHORIZED FEE 800.00 JOB NO. 21109321-002 PROFESSIONAL SERVICES TOTAL TO DATE PREVIOUS BILLINGS DUE THIS PERIOD Invoice Totals Encl: Billing Analysis RETAIN THIS COPY 954.44 954.44 AtG 0 9 2001 TUKWILA PUBLIC WORKS Please pay from this invoice - -Net 30 days - -Late charge 1.5% per month on past due accounts TO CLIENT Z It 114, 00 In 0. W2. J F.., LL: w O: LL Q' W G. = W F— 0 Z I— Ili III U0 ;O .0 I- W • 2 I—U. W LL Z. • -2 O ~' Z Deborah Ritter - Wajly Chin SPL -2004 second peer review of Geotechi From: David McPherson To: Deborah Ritter Date: 6/27/01 3:45PM Subject: Wally Chin SPL - L2000 -074 second peer review of Geotech Deborah, Shannon & Wilson have recently given me a price quote for a second peer review of Geotechnical studies, for the Wally Chin SPL. The amount is $800 up to $2,000, depending on what they find in the field. This is necessary, because the developer now wants to infiltrate, instead of providing detention. They are not seeking ROW approval from WSDOT, for storm drainage discharge. Dave Z .a Iz 6 O O - i' w w w =; J 1-;• N ' L O ; U = di Z}-`. Z.0' U U. O w W: 1- U,. u. i=- O w O -Z • w n KUSSMAN ASSOCIATES Architects, Planners & Consultants June 13, 2001 Dave McPherson, Associate Engineer Public Works Department City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 Reference: Gilbert Chin 3 -Lot Short Plat 16804 - 53rd Avenue South, Tukwila L2000 -073 (Short Plat) Dear Mr. McPherson: CITY pF Jr pRM1T CENTER, Enclosed is a letter from Spears Engineering & Technical Services stating that a storm water infiltration system can be used for the above referenced project in lieu of connecting to the existing WSDOT storm sewer. We are proceeding with civil engineering to provide such a system. If you should have questions or need additional information, please call. Sin rely, Steven M. Grassia Architect cc:: Deborah, Ritter PO. Box 1705 • Bothell, WA 98041 -1705 (425) 486 -8300 • Fax (425) 806 -9628 • Email kussman @worldnet.att.net • t; KUSSMAN ASSOCIATES Architects, Planners & Consultants June 1, 2001 Dave McPherson, Associate Engineer Public Works Department City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 cy 4 ZUU1 Reference: Wally Chin 5 -Lot Short Plat 16628 - 53rd Avenue South, Tukwila L2000 -074 (Short Plat), E2000 -028 (SEPA) Dear Mr. McPherson: Enclosed is a letter from Spears Engineering & Technical Services stating that a storm water infiltration system can be used for the above referenced project in lieu of connecting to the existing WSDOT storm sewer. We are proceeding with civil engineering to provide such a system. Also enclosed are percolation test reports for both the Wally Chin and Gilbert Chin short plat sites. If you should have questions or need additional information, please call. Sincerely, Steven M. Grassia Architect ;:::Deborah Ritter P.U. Box 1705 • Bothell, WA 98041 -1705 (425) 486 -8300 • Fax (425) 806 -9628 • Email kussman @worldnet.att.net z _ I— z:. rt w J0 U O' moo:. cnw w= Jam. w w� LL< I-w z� 1— 0'. Z �— 2 0 co C) ww 1-- 0, wo Z MI IA FU _ O ~� z. City of Tukwila Steven M. Mullet, Mayor Department of Community Development OWNER: Mr. Wally Chin 15310 Macadam Road #A -303 Tukwila, WA 98188 AGENT: Ms. Bonnie Babcock Baima & Holmberg, Inc. 100 Front Street South Issaquah, WA 98027 VIA FAX 425- 391 -3055 Re: Wally Chin 5 -Lot Short Plat 16628 53rd Avenue South, Tukwila L2000 -074 (Short Plat) E2000 -028 (SEPA) Greetings: Steve Lancaster, Director AGENT: Mr. Steven Grassia Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 VIA FAX 425 - 806 -9628 We have reviewed the revisions you submitted on April 20th (in response to our February 23rd letter). Certain additional information is still needed from you to ensure that the project meets the substantive requirements of the City and to complete our review process. We have the following comments: Short Plat Comments — Fire Department: Lt. Steve Kohler has indicated that it is unclear where the private access road ends. Does it extend to the eastern property line? Accordingly, he requests clarification regarding the location and extent of the private driveway(s) for proposed Lots C and E. Based on his review, the plans still seem to indicate that private access road exceeds 150 feet in length, thus requiring a turn - around. The plans are to be revised to clearly identify the location and dimension of the private access road, the associated easement(s) and the driveways for proposed Lots C and E. Prior to making these revisions, you may wish to review the plans with Lt. Kohler. He can be contacted at 206 - 575 -4404. We have enclosed Lt. Kohler's red -lined copy of the Short Plat Plan Sheet 2 of 2 for your reference. Short Plat Comments — Planning: 2. The "neck" of proposed Lot E provides no buildable space, and as such, is not acceptable. Please revise the configuration of Lot E accordingly. Toward that end, and as one of your design options, you may wish to consider modifying the shape of proposed Lots C, D and E into pie shaped Tots using a cul -de -sac orientation. While there is no intention or requirement to create a formal cul -de -sac, this approach would accomplish the following: a. maximize the amount of buildable space on each lot while maintaining required lot sizes; b. retain the required 20 feet of street frontage for each lot; c. reduce the length of the private access road, associated easement(s) and driveways; d. orient the front doors of the residences to the access road; and 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 �. •,, �• Mr. Wally Chin Ms. Bonnie Babcock Mr. Steven Grassia May 10, 2001 Page 2 z • �-Z 11.1 . isi ce 2 e. retain room for storm water detention on proposed Lot E. 6 o 3. Per our February 23rd letter, Item 13, any request for a waiver of an Administrative Planned N W Residential Development ( "ARPD ") must be directed to the Director of Community Development. LU = His address is as follows: Steve Lancaster, Director of Community Development, City of Tukwila, u) ii_ 6300 Southcenter Boulevard, Suite 100, Tukwila, Washington 98188. Your request is to include the u j 0 following: ��. uu- Q: Your acknowledgement of the existence of Class 2 and 3 Sensitive Areas on .the proposed D. site. 1_ W z� A request for a waiver of the Administrative Planned Residential Development permit. 0 z I-. To date, we have not received your request. In your letter please refer to file number L2000 -074 and 2 w' Q, D 01-. MI 4. Per Dave McPherson's April 17th letter to you, please submit the geotechnical peer review fee in the F- • amount of $897.31, payable to the City of Tukwi(a. This fee must be paid prior to preliminary LI O` approval of the short plat. ►ii u 5. The applicant shall provide written approval from WSDOT for the discharge of storm water within z' their right -of -way. This requirement must be satisfied prior to preliminary approval of the short plat. carbon copy Deborah Ritter. Short Plat Comments — Public Works: SEPA Comments: We have no additional SEPA comments at this time Next Step: Upon receipt of all of the documentation requested in Items 1 through 6 above, we will continue processing your SEPA and Short Plat applications. If you have any questions regarding Public Works comments, please contact Dave McPherson, Associate Engineer at 206 -433 -0179. If you have any questions regarding Planning comments, please contact me at 206 -431 -3663. Sincerely, Deborah Ritter Associate Planner ✓tklll.:w'.G..v.•' Mr. Wally Chin Ms. Bonnie Babcock Mr. Steven Grassia May 10, 2001 Page 3 cc: Lt. Steve Kohler, Fire Department Dave McPherson, Associate Engineer City of Tukwila Steven M Mullet, Mayor Department of Community Development May 8, 2001 OWNER: Mr. Wally Chin 15310 Macadam Road #A -303 Tukwila, WA 98188 AGENT: Ms. Bonnie Babcock Baima & Holmberg, Inc. 100 Front Street South Issaquah, WA 98027 VIA FAX 425 - 391 -3055 Re: Wally Chin 5 -Lot Short Plat 16628 53rd Avenue South, Tukwila L2000 -074 (Short Plat) E2000 -028 (SEPA) Greetings: Steve Lancaster, Director AGENT: Mr. Steven Grassia Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 VIA FAX 425 - 806 -9628 Thank you for arranging the May 3rd site visit for Deborah Ritter and Ken Nelson of the Planning and Building Departments. We have the following comments. Based on the information gathered during the site visit as well as our review of the Uniform Building Code and the Tukwila Zoning Code, we have determined that the structure at 16628 53rd Avenue South has not been converted into two separate dwelling units. However, please be aware of the following. In order for the work that has been done to be considered code conforming and legal, the property owner should take the following actions: 1. Obtain a gas pipe permit from King County for the new gas kitchen range and have that work inspected. 2. Obtain a state electrical permit for any required alterations in connection with the kitchen construction. 3. Install a smoke detector in the residence. Smoke detectors must be installed whenever the cost of remodel construction work exceeds $2,000. We are continuing with the review of your short plat and SEPA applications and hope to have technical review comments available shortly. If you have any questions, please contact Deborah Ritter at 206 -431- 3663. Sincerely, Steve Lancaster Director, Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Mr. Wally Chin Ms. Bonnie Babcock Mr. Steven Grassia May 8, 2001 Page 2 cc: Mike Alderson, Assistant Fire Chief Dave McPherson, Associate Engineer Jason Jones, Code Enforcement Officer Z • ;H Z • :6D JU U.0 p:. w. 'W =. i••i W O' LLa 1-.•111: • Z F. , • .Z I--: •WW;. 2.p; • • � p? .0.0: ALI = {UL' • 11 Z' . U (n;. May 8, 2001 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Ms. Mildred Heppenstall 16615 53rd Avenue South Tukwila, Washington 98188 Re: Wally Chin 5 -Lot Short Plat 16628 53rd Avenue South, Tukwila L2000 -074 (Short Plat) E2000 -028 (SEPA) Dear Ms. Heppenstall: At the March 29th neighborhood meeting, you advised me that you were concerned about the possible existence of a duplex at 16628 53rd Avenue South. We have investigated the matter and have the following comments. On May 3rd, representatives from the Building and Planning Departments conducted an interior inspection of the building. Based on the information we gathered during the site visit, as well as our review of the Uniform Building Code and the Tukwila Zoning Code, we have determined that the structure at 16628 53rd Avenue South has not been converted into two separate dwelling units. However, in order for the work that has been done to be considered code conforming and legal, we have recommended that the property owner take the following actions: 1. Obtain a gas pipe permit from King County for the new gas kitchen range and have that work inspected. 2. Obtain a state electrical permit for any required alterations in connection with the kitchen construction. 3. Install a smoke detector in the residence. Smoke detectors must be installed whenever the cost of remodel construction work exceeds $2,000. We are continuing with our review of the short plat and SEPA applications. If you should have any questions, please contact me at 206 -431 -3681. Sincerely, Steve Lancaster • Director, Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 De ora Ritter - c residense at 66r '53r Ave S age 1 From: Ken Nelsen + To: Steve Lancaster Date: 5/3/01 5:33PM Subject: chin residense at 16628 - 53rd Ave S I accompanied Deb Ritter on an inspection of the subject residence at approximately 1:40pm, Thursday May 3, 2001. Regardless of a resent addition of a kitchen area to the existing basement family room, there is no evidence the existing home has been converted in to two separate dwelling units. The U.B.C. does not restrict the number kitchens within an individual dwelling unit. 1 would conclude the existing home is one single family dwelling unit as defined by the U.B.C. Regarding the additional kitchen, it may be advisable that the property owner should obtain from King County a gas pipe permit for the new gas kitchen range. They should also obtain an State electrical permit for any required kitchen electrical alteration. The sink appears to be plumbed to an existing wet bar rough -in. The U.B.C. does not require a permit for the installation of cabinets, however smoke detectors should be installed for any home constructed costing over $2,000. CC: Deborah Ritter MEMORANDUM TO: PLANNING DEPT. — Deborah Ritter, Associate Planner of drv� FROM: PUBLIC WORKS DEPT. — David McPherson, Associate Engineer DATE: May 4, 2001 SUBJECT: Wally Chin — 5 Lot Short Plat 16628 - 53'd Ave. South SEPA and Short Plat Comments SEPA — E2000 -028 Public Works has no comments. Short Plat — L2000 -0074 Prior to preliminary short plat approval, the applicant shall provide written approval from WSDOT, for discharge of storm water, within their right -of -way. Per the attached letter dated April 17,2001, the applicant is required to pay the City Of Tukwila, $897.31, for geotechnical peer review. April 23, 2001 Ciiy of Tukwila Steven M Mullet, Mayor Department of Community Development OWNER: Mr. Wally Chin 15310 Macadam Road #A -303 Tukwila, WA 98188 AGENT: Ms. Bonnie Babcock Baima & Holmberg, Inc. 100 Front Street South Issaquah, WA 98027 VIA FAX 425 - 391 -3055 Re: Wally Chin 5 -Lot Short Plat 16628 53rd Avenue South, Tukwila L2000 =074 (Short Plat) E2000 -028 (SEPA) Greetings: Steve Lancaster, Director AGENT: Mr. Steven Grassia Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 VIA FAX 425- 806 -9628 Thank you for your letter of April 11th regarding issues that were raised during the March 29th neighborhood meeting. Certain additional information is needed from you to ensure that the project meets the substantive requirements of the City and to complete our review process. We have the following comments: Possible Spring on North Property Line: Dave McPherson of the Public Works Department has reviewed your comments. Given the anecdotal information provided by the neighbors and the fact that the blackberry bushes may be covering it, we cannot rule out the existence of a spring. A note will be required on the Civil Plan(s) stating that if any surface or subsurface water is encountered during construction, measures will be taken to protect adjacent property owners. Dave will be discussing this issue with you during his review of the Civil Plan(s). Existing Residence: Based on information from a variety of sources (including the surrounding property owners, the King County Assessor's Office and Tukwila's permit records), no permits were issued to create the "mother -in -law" unit in question. As a result, that unit has-been determined to be illegal by the City of Tukwila. In order to retain the accessory dwelling unit at that location, you must demonstrate compliance with Zoning and Building Code standards, as follows. 1. Compliance with Tukwila Zoning Code Per TMC 18.10.030(2), an accessory dwelling unit must meet all of the following conditions: a. The lot on which the existing residence is located must be equal to or greater than 7,200 square feet. The lot size must be exclusive of any access easement per TMC 18.06.505. Per your submittal of revisions on April 19th, the current proposed size of the lot in question (Lot A) is only 6,500 square feet, exclusive of the access easement. • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Mr. Wally Chin Ms. Bonnie Babcock Mr. Steven Grassia April 23, 2001 Page 2 b. The accessory unit may not be more than 33% of the square footage of the primary residence or a maximum of 1,000 square feet, whichever is Tess. According to King County's records, the total living area of the existing residence is 1,700 square feet (which includes a finished basement area of 580 square feet). Under the 33% requirement, the accessory unit may not exceed 561 square feet. • c. One of the residences (either the accessory dwelling unit or the primary residence) must be the primary residence of a person who owns at least 50% of the property. d. The dwelling unit must be incorporated into the primary detached single - family residence, not a separate unit, so that both units appear to be of the same design as if constructed at the same time. e. For accessory dwelling units that are Tess than 600 square feet in size, a minimum of three parking spaces must be provided on the lot. For accessory dwelling units that are greater than 600 square feet in size, a minimum of four on -site parking spaces must be provided. f. The accessory dwelling unit may not be sold as a condominium. 2. Compliance with Uniform Building Code Requirements You must check with the Tukwila Building Department to verify the accessory dwelling unit's compliance with the Uniform Building Code. Next Step: Compliance with the accessory dwelling unit criteria will affect the size of the Tots in your proposed short plat. If you wish to retain the accessory dwelling unit, its compliance with the above - referenced criteria will be a condition of any preliminary short plat approval. Compliance with those criteria must be in place and approved by the City of Tukwila prior to any final short plat approval. Information regarding the accessory unit will be then be recorded with the final plat. Accordingly, we will be unable to evaluate your April 19th submittal until you provide us with a letter informing us how you wish to proceed and whether or not you will retain the accessory dwelling unit. If the short plat is not approved or is withdrawn by you, you will still be required to make the accessory unit conform to all applicable zoning and building code standards. If you choose not to retain the accessory unit, please explain how this will be accomplished and in what time frame. Mr. Wally Chin Ms. Bonnie Babcock Mr. Steven Grassia April 23, 2001 Page 3 Based on the nature of your response, you may be required to provide additional information or revisions. If you have any questions, please contact me at 206 -431 -3663. Sincerely, 1),e-Ppc,r4t1)- Otee-- Deborah Ritter Associate Planner cc: Jack Pace, Planning Manager Mike Alderson, Assistant Fire Chief Dave McPherson, Associate Engineer Jason Jones, Code Enforcement Officer Z W: m`. `U O . U U` .. ` J w O: LL Q; H L11, Z t-: U U' la u.i w. LI ._ O;. LLI Z N KUSSMAN ASSOCIATES Architects, Planners & Consultants April 23, 2001 Deborah Ritter, Associate Planner Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Reference: Wally Chin 5 -Lot Short Plat 16628 - 53rd Avenue South, Tukwila L2000 -074 (Short Plat), E2000 -028 (SEPA) Dear Ms. Ritter: CITY OF TIUKWILA APR 2 4 2001 PERMIT CENTER We are submitting four copies of the revised geotechnical report for the above referenced project pursuant to the peer review performed by Shannon & Wilson, Inc. dated March 9, 2001. We trust that the revised soils report will satisfy your concerns. If you should have questions or need additional information, please call. S. erely, Steven M. Grassia Architect P.O. Box 1705 • Bothell, WA 98041 -1705 (425) 486 -8300 • Fax (425) 806 -9628 • Email kussman @worldnet.att.net z <z QQ 2 Wes' .'.J0 0O N0' W= cn LL; LLa a �Lu z �. moo. LLI • z�— U off'° 0I--.. =U H z. o u)! • o •z De ora Ritter ally Chin 5 of SPL x"'"'4000 -074) From: David McPherson To: Deborah Ritter Date: 4/20/01 7:09AM Subject: Wally Chin 5 - Lot SPL (L2000 -074) Page 1 Deborah, Thank you for sending the letter of response by Kussman Associates, regarding an alleged spring on the Wally Chin project. I believe that both of the Geotechnical Engineers have addressed the issue of an existing spring, at the Northwest property corner. Therefore, I will not request further investigation by the Geotechnical Engineers, regarding this alleged spring. I will, however, require a note on the approved Civil plan, stating that if any surface water or subsurface groundwater is encountered during construction, measures will be taken to protect adjacent property owners. I will work with the applicant and his Engineer during the Civil review process, to address this concern. Dave • r ■ KUSSIVIAN ASSOCIATES Architects, Planners & Consultants April 19, 2001 Deborah Ritter, Associate Planner Department of Community Development City of Tukwila 6300 Southcenter Boulevard; Suite #100 Tukwila, WA 98188 Reference: Wally Chin 5 -Lot Short Plat 16628 - 53rd Avenue South, Tukwila L2000 -074 (Short Plat), E2000 -028 (SEPA) Dear Ms. Ritter: We are submitting corrections to the above referenced short plat and SEPA applications in response to comments in your letter dated February 23, 2001. Our corrections are as follows: SEPA Comments - Public Works 1. Section B Paragraph 1(d) Earth has been revised to read, "Yes - There is a history of unstable soil to the east of the project site between the east property line and Interstate 5 ". 2. Section B Paragraph 1(e) Earth correctly identifies 400 cu. yds. of cut and 1,200 cu. yds. of fill required. Revised cut and fill calculations reflecting this amount have been provided with these correction's. 3. Section B, Paragraph 2(c) Air has been amended to add dust control notes from civil plans. Section B, Paragraph 3(c)(1) Water Runoff has been revised to say that storm water will discharge into WSDOT system. 5. Section B, Paragraph 3(c)(2) Water Runoff has been revised to indicate that wastes will be discharged into the Val -Vue sewer district system. 1 P.O. Box 1705 • Bothell, WA 98041 -1705 (425) 486 -8300 • Fax (425) 806 -9628 • Email kussman @worldnet.att.net RECEI;iF'• CITY OF T' • APR 2 0 (H,,I PERMIT C =;,, - 6. Section B, Paragraph 14(d) Transportation has been modified to state that frontage improvements including a sidewalk will be provided along 53rd Avenue South. 7. Section B, Paragraph 15(b) Utilities has been corrected to name the Highline Water District as the water provider. Short Plat Comments - Planning 8. Boundary lines have been revised to create individual lot areas greater than or equal to 6,500 sq. ft. Lots A, B, C and D are measured exclusive of the 20 -foot wide access easement. Lot E includes a portion of the 20 -foot wide easement. z w JU 00 CO 0 W o w 9. The proposed private access road serves only four lots, B, C, D and E. (Lot A is served directly from 53rd Avenue South.) The access drive has been shortened to Lt. a. 145' -6" in length as measured from the existing edge of pavement at 53rd Avenue = a S. The access drive is not required to have a Fire Department turnaround because Z mw it is less than 150 feet in length. Fire department vehicle access is less than 150 0 feet from the access driveway to any portion of the first floor exterior wall of all w F—: buildings. Pavement will be provided at the access driveway and has been so indicated on the drawings. The proposed access drive layout was reviewed and U N approved by Lt. Steve Kohler of the Tukwila Fire Department on 04/02/01. o ~ w w. 10. A fire hydrant has been added adjacent to the access driveway within 150 feet (by LO ..z w� 11. Per TMC 17.20.030(C)(6)(d), full street frontage improvements will be provided o F. for the half of the street (53rd Avenue South) that abuts the perimeter of the short z plat. line of vehicular travel) to the closest point of all houses. 12. Topographic drawings have been revised to show areas with slopes of 20 percent or greater. Slopes have been identified showing ranges of 20 to 40 %, 40 to 60 %, 60 to 80 %, and 80% or greater. 13. A waiver of an Administrative Planned Residential Development ( "APRD ") is being requested for this site from the Director of Community Development in response to TMC 18.45.060(2) pertaining to properties containing Sensitive Areas. It is acknowledged that Class 2 and 3 Sensitive Areas exist on this site. 14. The site plan has been revised to include retention, removal, and mitigation for preservation of significant trees and vegetation. Species name, diameter, spacing, and location have been shown for trees to be retained or planted to replace vegetation cleared. Replacement trees have been provided in accordance with TMC 18.54.130(3)(b). A tree clearing permit will be obtained prior to any land altering permit or clearing of vegetation in the sensitive areas. A new tree has 2 P.O. Box 1705 • Bothell, WA 98041 -1705 (425) 486 -8300 • Fax (425) 806 -9628 • Email kussman @worldnet.att.net been indicated in the front yard of each lot to create a more uniform streetscape along the new access driveway. Short Plat Comments - Public Works 15. A note has been added requiring compliance with the geotechnical report by Spears Engineering & Technical Services dated October 18, 2000, and all subsequent geotechnical reports. See note 1 on Short Plat sheet 1. 16. A note has been added stating that no runoff, including downspouts, shall be infiltrated into the ground through "dry wells" or perforated infiltration pipes or trenches. See note 4 on Short Plat sheet 1. 17. City of Tukwila vertical bench mark information has been added on Short Plat sheet 2. 18. Existing and proposed legal descriptions have been added to Short Plat sheet 1. 19. A peer review of the geotechnical report has been provided. See peer review dated March 9, 2001, by Shannon & Wilson, Inc. The applicant has agreed to pay for the peer review. Permitting (Improvements) 20 -26 Items 20 through 26 will provided with application for Miscellaneous Permit following preliminary approval of short plat. We trust that these corrections will be deemed satisfactory. If you should have questions or need additional information, please call. Sincerely, 4--4,44-;,--- teven M. Grassia Architect 3 P.O. Box 1705 • Bothell, WA 98041 -1705 (425) 486 -8300 • Fax (425) 806 -9628 • Email kussman @worldnet.att.net r....,. n. Ya+ t' .a�'✓�n,wsi:rFo`a",�.^ic:ii.tvi City of Tukwila Department of Community Development February 23, 2001 OWNER: .Mr. Wally Chin. 153.10 Macadam Road. #A-303 Tukyviia, Washington.: 98188 AOENT: Ms, Bonnie Babcock Baima & Holmberg, Inc. 1.00 Front Street South Issaquah, Washington 98027 -3817 VIA FAX 425 -391 -3055 Re: Wally:;Chin.5 -Lot Short Plat 16628 53rd , venue:South, Tukwila L2000 -074 (Short Plat) E2000 -028 (SEPA) Steven M. Mullet, Mayor Steve Lancaster, Director - f}i•�IWnerai Yf1�NIFTPent• Y••• +Am, . t. • 2001 ..HMo.'. •..1...f •r.++-.9.....R.... Greetings: • .. • We have completed a detailed review of your SEPA and Short Plat applications. Certain additional Information IS. heeded from you. tb ensure that the project meets the substantive requirements of the City and to complete our review process. We have the following comments: • SL,�A CComnlott;• _ROii'.W:lrkt. Public Works has identified the following deficiencies In the SEPA Checklist you submitted on October 26, 2000. Please :revise the Checklist accordingly, • 1, SectiQr1 8, Paragraph :L,1) Earth The answer should be .yes. You should also indicate a history of unstable soils to the east of the site.arid between•int'erstate 5 and the site. . Section 6, i?araq,Laph 1(e).Earth The cut and fill'quantitles shown in this paragraph do not match information provided to the City by .13alma & Holmberg showing a total of 300 cubic yards of till with no excavation. .3. Sectign 8, Paragraph 2.1c) Air You should also add the information in the dust control note that appears on the Civil plan sheet. 4. Suet'ij2n .R,- P -al_ac raPb. .(91(1.) Water Runoff Under yot,ir proposal, .storm water discharges to WSDOT, not to the City's existing storm sewer. 5, Section B' Paragraph 3'(cl(,2)Water Runoff Wastes are discharged to Val -Vue sewer district, not to the City's existing sanitary sewer. 6, Section B. Para,graph.114ld_) Trarr prtation .Frontal improvements.willbe required, including a sidewalk along 53rd Avenue South. 6300 Southcenter•Boulevard, Slate #100 •• Tukwila, Washington 98188 • Phone: 206. 431 -3670 • Fax: 206 -431 -3665 - q17n95 ...... „..........,� ,......n�»n•'w.vxwvl*!w.s+ re+n�7roym�Nm.'!dsnsMu: . 7..'7. ?ili1 12:54 P. 1 Mr. Wally Chin' Ms. Bonnie Babcock, February 23, 2001 Page 2 7. Section B • Paragraph 16(b) Utilities Water.'is provided by the Hlghline Water District. Sanitary Sewer is provided by ValVue Sewer District. Short Plat comments - Panning: 8. As defined in 'TMC 18.06.505, the term "Lot Area" means the total horizontal area within the i bouhdary dines. of a it and exclusive of street right -of -way, street easement or.private access roads serving more than one lot authorized pursuant to the subdivision ordinance. For, this reason, the square•footage of•your•proposed Lots A, B and D must be equal to or greater than 6,500 square feet, exclusive of their' respective. portions of the 20 -foot wide access easement. The square footage of your proposed Lots C and •E must be equal to ,or greater than 6,500 square: feet, including the respective' portions of the 20 -foot wide access easement, • 9. Per TMC• 17.2Q.030(C)(5)(d), •proposed private access roads may not serve more than four lots nor be more than 200 feet' in length.. Those access roads 150 feet or greater shall have a turnaround 'built to Fire Department standards, We recommend that you shorten the length of the access road and provide a .turnaround. on one side of the site instead of at the rear of the site. The access road must•be paved. 10. A fire hydrant with, a 1,000••GPM flow must be within 15() feet (by line of vehicular travel) to the closest point of all houses: 11, Per TMC.17.20.030(C)(6)(d), streets abutting the perimeter of a subdivision or short plat of five or more lots shell provide the full improvements on the half of the street adjacent to the site, provided additional paving may be required to ensure safe and efficient roads exist to serve the subdivision; provided further that there are no physical obstructions to completing the other half of the roadway and thst'there Is a minimum of 20 feet of paving. 12. The BoundarytTopography Plan Sheet prepared by Baima & Holmberg (dated April 6, 2000) indicated the presence of 20% slopes throughout the site. Please update the plan to include ail slaps areas that are 2.0% or greeter. • • 13. The iubject property contains Sensitive Areas that have the potential for geologic instability. These . areas ;.have been designated as Class 2 and Class 3 on the City's Sensitive Areas Maps on file with the Department of Community Development. Per TIVIC 18,46.060(2) any new reside ntial subdivision or multipie.:farnily residential proposal which Includes a sensitive area or its buffer on the site shall apply; for a•'•planned residential• development permit and meet the requirements of the Planned Residential Development District chapter However,.. you •may .choose to request a waiver of an Administrative Planned Residential Develtapmeht ( "APRD "), Any waiver request should be addressed to the Director of Community . Development and 'must include the following: • Your acknowledgement of the existence of Class 2 and 3 Sensitive Areas on the proposed :site. ' • • •) II 1 1 •': �+.1 P . 2 Mr. Wally Chin . Ms. Bonnie Babcock , . February 23, 2091 • Page 3 . • A request'for a'weiver of the Administrative Planned Residential Development- permit. 14. Please provide • a retention /removal plan for the preservation of significant trees and vegetation (caliper over 4 • inches) located within sensitive areas (slopes 20% or greater, wetlands or waterdourses) and.sensitive area puffers (per TMC 17,14.20(8)(k) and (o). The planting 'plan shall include diameter, species name, spacing and location of trees /vegetation to be retained or used to replace vegetation cleared (per TMC • ' 18,54;080(2). • `' Each existing: significant tree removed shall be replaced with new tree(s), based on the •size of the existing. tree 'as shown in TMC 18.54.130(3)(b) attached. :.,PLEASE NOTE: •A tree.olearing permit will be required prior to the issuance of any land altering permit and the.clearing of any vegetation in sensitive areas. The tree permit will • be' Subject to the,conditions set forth in TMC Chapter 18.54 (attached), PLEASE NOTE: Eadh lot within a new subdivision or short plat of five lots or greater will be j o • landscaped with at least one tree in the front yard of each lot to create -a more uniform U s;reetscape. :0 H Short Plat Coinmerats — Public Works: U W w' � u-~p, w z• U D` 1-- O~ 2 15, • Pleask pro. vide a note' on the plat indicating compliance with the Geotechnical Engineering Report by Spears ,Engineering & Technical Services dated October 18, 2000 and all subsequent geotechnical reports. . 16. Please. provide a note on' the plat that no runoff, including downspouts, shall be infiltrated into the ground through "dry wells" or perforated Infiltration pipes and trenches. 17. Please.provide.Clty.of Tukwila vertical bench mark information on the plat 18. Please provide'the existing and proposed legal descriptions on the plat. 19. A peer'review.of the geotechnical report is required per TMC 18.45.080(E)(4). Applicant is required and has .verbally agreed, to.pay for peer review of geotechnical reports and studies, Permitting (lt*nproyemenj : • • Once the required .revisions to••your Short Plat application have been provided and you have received preliminary approval, you must apply to the Public Works Department for a Miscellaneous permit for land altering, curb Cut and access, storm drainage, street use, fire loop and hydrant. The submittal should include plan sheets and construction specifications. An infrastructure design and construction Manual is available from' the Public: Works Department. I?Fi:F 1Hri.) cpiiM '•,,a1'SC15.5 2.27.'2 1V ?it 12:55 • P. 3 Mr. Wally Chin ' Ms. Bonnie Babcock • February 23; 2'Ctol 'Page 4 The following will, be required by Public Works in connection with the Miscellaneous permit application: 20. A bond. in•foitn.ac;ceptable to the City Attorney pursuant to TMC 17.23.030 if improvements are to be deferred, 21. A stol'n1 water technical information report, based on Department of Ecology criteria. 22. Indivlcftial' house' foundation and .drainage systems shall meet a specific geotechnical assessment, with filial design recomrneridations. 23. Copy.of all private Ingress, egress and utility easements. 24. Copy :pf any, private :storm water maintenance agreements. 25. All utilities•are required to be underground, per City ordinance, 26. Civil 1..Ian Requirements:. a..., :. 'Civvil• plans• shalt be designed per City of Tukwila standards, details and specifications. b. ' Locate' the water main on the plan sheet within 53rd Avenue South. c. 'Show. the sanitary force rnein within 53rd Avenue South and provide a note on the Civil plan . sheet to protect during construction. d. Steri i design . riteriamust be based on Department of Ecology standards. ext.Atep: Upon recelpll'mf all of the .documentation requested In Items 1 through 19 above, we will continue processing your SEPA art Shart'.Plat applications.' If you have any questions regarding Public Works comments, please contact Dave.: McPherson, .Associate Engineer at 208 -433 -0179. If you have any questions regarding Planning cam. omments, please contact me at 206 - 431 -3663. Sincerely, Deborah Hitte'''r , Associate Planner, .. cc: MikeAiderson, .Assistant Fire Chief Davti; McPherson, Associate: Engineer March 19, 2001 CUT AND FILL CALCULATIONS For Wally Chin Short Plat 16628 - 53rd Avenue South Tukwila, WA 98188 Fill required: 20' wide x 220' long x 4' deep (avg.) at access drive = 17,600 cu. ft. 10' wide x 220' long x 2' deep (avg.) at shoulders x 2 each = 8,800 cu. ft. 20' wide x 130' long x 2' deep (avg.) at driveway aprons = 5.200 cu. ft. TOTAL FILL = 31,600 cu. ft. 31,600 cu. ft. = 27 cu. ft. per cu. yd. = 1,170 cu. yds. fill required Round off to 1,200 cu. yds. fill required (approximate) Cut required: Topsoil removed under access drive: 20' wide x 220' long x .5' deep at pavement = 2,200 cu. ft. 10' wide x 220' long x .5' deep at shoulders x 2 each = 2,200. cu. ft. 20' wide x 130' long x .5' deep at driveway aprons = 1.300 cu. ft. Subtotal = 5,700 cu. ft. Excavation for detention and water quality vault: 8' wide x 74' long x 8' deep vault = 4,736 cu. ft, TOTAL CUT = 10,436 cu. ft. 10,436 cu ft. _ 27 cu. ft. per cu. yd. = 387 cu. yds. cut required Round off to 400 cu. yds. cut required (approximate) Note: Cut and fill calculations do not include excavation for new structures which will be provided under separate building permit. 4 CITY OF TUKWILA STATE ENVIRONMENTAL Please respond to all questions. Use separate sheets as necessary. Applicant B.:aponses: A. BACKGROUND 1. Name of proposed project, if applicable: Shortplat for Wally Chin 2. Name of applicant: Applicant: Wally Chin 15310 Macadam Road, #A -303 Tukwila, WA 98188 Phone: (206) 261 -6575 Contact Person: Steven M. Grassia Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 Phone: (425) 486 -8300 Fax: (425) 806 -9628 3. Date checklist prepared: September 19, 2000. Revised March 20, 2001. 4. Agency requesting checklist: City of Tukwila ' 5. Proposed timing or schedule (including phasing, if applicable): Begin construction in June, 2001, with completion in June, 2002. 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. None. 7. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Geotechnical Report. 8. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None. 9. List any government approvals or permits that will be needed for your proposal, if known. City of Tukwila SEPA, Short Plat Approval, Building Permit, Grading Permit, Plumbing Permit, and Electrical Permit. 1 re w J U, 00 Co w w= J H N L w}0 g J. u. ¢: cn =d t- _. z� I-O Z~ w 2 w • w. 0. z F-=: O I-, z 10. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. Create a short plat with five lots for a total of five single - family residences (one existing and four new). Area of project site is 34,750.02 sq. ft. (.79 acres). Total gross floor area of all buildings is 8,550 sq. ft. Covered parking will be provided for two automobiles at each residence for a total of 10 vehicles. 11. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 16628 - 53rd Avenue South, Tukwila, Washington 98188 Legal Description: Lots 3 and 4, Block 2, Valley View Homes, according to the plat thereof recorded in Volume 56 of Plats, Page 81, Records of King County, Washington. Together with that portion of the right of way of 54th Avenue So. vacated according to Ordinance Number 1236 dated November 3, 1981, City of Tukwila, which abuts Lots 3 and 4 in Block 2 of Valley View Homes. 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Map as environmentally sensitive? Yes -- steep slopes greater than 20 percent. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other moderately sloped) b. What is the steepest slope on the site (approximate percent slope)? 30 percent. 2 c. What general types of soils are found on the site (for example: clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. The site is covered by six to twelve inches of topsoil over two to three feet of dark brown gravelly sand and sandy gravel, beneath which lies very dense glacial till. The site is not prime farmland. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. Yes - There is a history of unstable soil to the east of the project site between the east property line and Interstate 5. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Topsoil containing organics or deleterious material should removed from areas to receive buildings or pavement. Excavation and backfill will be required for footings and utilities. Structural fill will be required at the access driveway to raise the finish grade to meet street level. Approximately 400 cu. yds. of cut and 1,200 cu. yds. of fill are expected. Structural fill will be brought from off -site sources. On -site soils will be wasted as fill under landscaped areas. g. Could erosion occur as a result of clearing, construction, or use?. If so, generally describe. Yes -- erosion can result from grading and excavation work during construction, especially if earthwork takes place during rainy seasons. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 32 percent (11,000 sq. ft.). h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Earthwork should be conducted during dry season. Silt fencing, hay bales, plastic over mounds of backfill, catch basin filters, rock construction entrance, sedimentation ponds and straw mulch will be used during construction. Erosion control landscaping and storm drainage system will be provided upon completion. 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Minimal amounts of dust and vehicle emissions during construction, and minimal amounts of automobile emissions when complete. A vi> 41 rl' 44. 3 b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. No. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Contractor shall minimize the period of soil exposure through use of temporary ground cover and other temporary stabilization practices such as seeding and mulching, and erosion blankets. During construction and dry weather, the site will be sprinkled with water until the surface is wet. The process will be repeated as needed during the day. All truck traffic must use the construction entrance as shown on the drawings. During construction, all properties and all public streets adjacent to the project which will be used by construction traffic shall be kept clean of all material deposits resulting from on -site construction. 3. Water a. z w 6 U O CO uJ J I E.. wo cn LL =w z� �-o zi- w Lij Surface: 2 O • � 1. Is there any surface water body on or in the immediate vicinity of the 0 !- site (including year -round and seasonal streams, saltwater, lakes, w • v ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. El z: No. 0 2. Will the project require any work over, in, or adjacent to (within 200 z feet) the described waters? If yes, please describe and attach available plans. No. 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None. 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No. 5. Does the proposal lie within a 100 -year flood plain? If so, note location on the site plan. No. 4 4 a 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground: z JU O 00 CO uJ uJ u. w0 2. Describe waste material that will be discharged into the ground from 2 septic tanks or other sources, if any (for example: Domestic sewage; g industrial, containing the following chemicals...; agricultural; etc.). w • v Describe the general size of the system, the number of such systems, w the number of houses to be served (if applicable), or the number of z r=- animals or humans the system(s) are expected to serve. z o None. U0: c. Water Runoff (including storm water): 0 • V. w w. E- -- tL 0 w z. 0 V). 0 z 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No. 1. Describe the source of runoff (including storm water) and the method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Runoff from roofs and pavement will be collected on -site in a new storm drainage and detention system before being discharged into the existing WSDOT storm sewer. 2. Could "waste materials enter ground or surface waters? If so, generally describe. No -- wastes will be collected and discharged into the existing Val -Vue Sewer District sanitary sewer. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Storm runoff will be collected from pavement surfaces by catch basins and from roofs by gutters and downspouts. It will then flow through the new storm drainage system which will include on -site detention before discharging into the existing City storm sewer. Size and characteristics of the detention and water quality facilities will be determined prior to the building permit application. 4. Plants 5 (mall mammals and rodents) a. Check or circle types of vegetation found on the site: • deciduous tree: alder, maple, aspen, other • evergreen tree: fir, cedar, pine, other x shrubs x grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other water plants: water lily, eelgrass, mil foil, other x other types of vegetation - describe weeds, blackberries, etc. b. What kind and amount of vegetation will be removed or altered? Approximately .79 acres of grasses, weeds, shrubs, and trees will be cleared from the area to be disturbed by new construction. c. List threatened or endangered species known to be on or near the site. None. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: New landscaping will be provided around the buildings, adjacent to parking areas and along property edges in accordance with the City of Tukwila Zoning Code. S. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle(ongbirds)other Mammals: Deer, bear, elk, beaver, other Fish: bass, salmon, trout, herring, shellfish, other Other b. List any threatened or endangered species known to be on or near the site. None. c. Is the site part of a migration route? If so, explain. No. d. Proposed measures to preserve or enhance wildlife, if any: None. 6 z ■ 61-/ 6 O 0 0 J• = w w 0 • j =w I- _ Z i.... t- 0 Z• ~ 2 U� O - O F-. w w. 0 u. wz U N H o E' z 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Natural gas will be provided for space heating and hot water. Electricity will be provided for power and lights. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. z t=— w JU 00 U) 0 w =. J I w0 c. What kinds of energy conservation features are included in the plans of this u_ proposal? List of other proposed measures to reduce or control energy = a impacts, if any: F- _ Insulation and thermal glazing will be provided at heated areas per the Washington Z 1.- State Energy Code. z 7: Environmental Health v e 0 I- wW u. 0 ..z w U2 O� a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so describe. Minimal risk of fire exists. 1. Describe special emergency services that might be required. Fire protection. . 2. Proposed measures to reduce or control environmental health hazards, if any: Project will have hydrants as required by fire department and access will be provided for fire department vehicles. b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, aircraft, other)? Freeway traffic. 2. What types and levels of noise would be created by or associated with the project on a short -term or a long -term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. 7 M... M.. �.... �auc�nawsizan ++�hrrs!�itm��xti�'r;9fL1 cam. z • Short-term construction noise during the daytime, and minimal long -term traffic noise (24 hours). 3. Proposed measures to reduce or control noise impacts, if any: Buildings will be constructed using recommended Sound Transmission Class (STC) ratings to reduce noise transmission. 8. Land and Shoreline Use zzQ re ilj JU U 0. CO 0 a. What is the current use of the site and adjacent properties? w = The project site is zoned LDR - Low Density Residential and is currently occupied N u_ by a single - family residence. To the north, south, and west are properties which j 0 are similarly zoned and which contain other single family dwellings. To the east is the I -5 freeway corridor. : u. ua b. Has the site been used for agriculture? If so, describe. ~ _. N Z f- No. F- o zF-. C. ' Describe any structures on the site. ? o A single family residence of approximately 1,350 sq. ft. currently occupies the site. :o ,o i- d. Will any structures be demolished? If so, which ones? = w' No. �~O z e. What is the current zoning classification of the site? W �` U -, LDR - Low Density Residential o F=- z f. What is the current comprehensive plan designation of the site? Low Density Residential. g. If applicable, what is the current shoreline master program designation of the site? Not applicable. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Yes -- steep slopes greater than 20 percent. i. Approximately how many people would reside or work in the completed project? Nineteen residents based on one person per bedroom. J• Approximately how many people would the completed project displace? None. 8 k. Proposed measures to avoid or reduce displacement impacts, if any: None. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The proposed project complies with the existing zoning code and it is consistent with the comprehensive plan. z =z w 6 00 9. Housing 0 w= a. Approximately how many units would be provided, if any? Indicate whether u) � high, middle, or low- income housing. w o Five units of middle- income housing (including one existing unit). § J u_ ? b. Approximately how may units, if any, would be eliminated? Indicate = a. whether high, middle, or low- income housing. Z uji None. 1.-.o z I- 11.1 c. Proposed measures to reduce or control housing impacts, if any: D o` 0 o S/2 O E-: 10. Aesthetics i 0 • F. a. What is the tallest height of any proposed structure(s), not including z' antennas; what is the principle exterior building material(s) proposed? 0 _. Maximum building height will not exceed 30 feet. The principle exterior building 0 (- materials will be vinyl siding with asphalt composition roofing. None. b. What views in the immediate vicinity would be altered or obstructed? Views looking east across I -5 and Rainier Valley from single - family residences to the west would be altered or obstructed. c. Proposed measures to reduce or control aesthetic impacts, if any: Buildings will use a muted color scheme. Modulation of wall and roof surfaces will be designed to provide rhythm and to break up the mass of the exterior. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Minimal light and glare will be produced -- exterior security lighting at night using directional luminaries, light from windows, and automobile headlights at night, and normal glare off windows during the daytime. 9 z b. Could light or glare from the finished project be a safety hazard or interfere with views? .No. c. What existing off -site sources of light or glare may affect your proposal? i- Z: ec w 2 d. Proposed measures to reduce or control light and glare impacts, if any: 6 o Exterior security lighting will use directional luminaries, off-street parking will be , . co o provided in garages, landscape screening will be used to reduce glare from w = headlights, and building windows will have blinds or shades. co u w0 12. Recreation g a. What designated and informal recreational opportunities are in the = a immediate vicinity? I- _ Crystal Springs Park, Crestview Park, Tukwila Park, Bicentennial Park and the z !- 1-o Green River Trail, Fort Dent Park, and Foster Links Golf Course are located in w 1- close proximity to the project site. These parks have bicycling, hiking, river 2 _ access, play areas, picnic areas, golf, and ball fields. o O F-. b. Would the proposed project displace any existing recreational uses? If so, _ �` describe. - R No. — z w z. U c-2, c. Proposed measures to reduce or control impacts on recreation, including F. 1 opportunities to be provided by the project or applicant, if any: None. Freeway lights. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. No. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site? None. c. Proposed measures to reduce or control impacts, if any: None. 14. Transportation 10 a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The site will be accessed from 53rd Avenue South which connects to I -5 and SR 518 via Klickitat Drive. z sI-: b. Is the site currently served by public transit? If not, what is the approximate '� w distance to the nearest transit stop and where is it? D Presently, no bus service exists along 53rd Avenue South. The nearest bus o p service is on Metro Routes 124, 128, 140 and 150 approximately 1/2 mile away at co W South Center Shopping Mall. There is also service 3/4 mile away at the _ intersection of Military Road and South 170th Street on Metro Route 170. co w w0 2 c. How many parking spaces would the completed project have? How many g _, would the project eliminate? u- D Ten off - street parking spaces will be provided on -site for automobiles belonging to i w residents. No parking spaces will be eliminated. z �. t- O d. Will the proposal require any new roads or streets, or improvements to w w existing roads or streets, not including driveways? If so, generally describe D o (indicate whether public or private). '0 u) No new streets, or roads, will be needed for this project. New frontage w w. improvements including a sidewalk will be required along 53rd Avenue South. 0 e. Will the project use (or occur in the immediate vicinity of) water, rail, or air w z' transportation? If so, generally describe. o u) S SeaTac International Airport is two miles from the site. o l- z f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. On average, 50 daily trips can be expected from this project with five P.M. peak hour trips and four A.M. peak hour trips being generated. Peak volumes would occur between 7 and 9 A.M and between 4 and 6 P.M. g. Proposed measures to reduce or control transportation impacts, if any: The project will provide proper sight distances at the new driveway entrance to 53rd Avenue South. 15.. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe: The project will result in increased need for public services including fire protection, police protection, health care and schools. 11 b. Proposed measures to reduce or control direct impacts on public services, if any. Payment of increased taxes and fees will cover costs of necessary public services. 16. Utilities a. Circle utilities currently available at the site:Giectricity, natural gas, water, (efuse service, telephone, sanitary sewer )septic system, otherlCable TV. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed: Electricity: Puget Sound Energy Gas: Puget Sound Energy Water: Highline Water District Sewer: Val -Vue Sewer District Refuse: City of Tukwila Telephone: Qwest Cable TV: AT &T C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: Date Submitted: 7 oo CRfJ ►SEt 3 /2° /oi) - ' 04/17/2001 08:52 20629651"°1 DEPT OF ASSESSMFS ' Page 1 ` King County Department of Assessments Parcel 885880 - 0055 PAGE 01 Computer 11.11111111111111111.18, 04/17/2001 Parcel Geo Area : Spec Area : Folio : 20783 Resp : R Block : 2 Property Address : 16628 53RD AV S TUKVVILA 98188 Legal Desc : VALLEY VIEW HOMES ADD TaxPaver Accounts Account Res Area : 024 -010 -0 Q -S -T -R : NW -26 -23-4 Type : R Levy : 2320 Lot :4 & VAC ST ADJ Change 885880 - 0055 -03 CHIN WALLY L 16628 53RD AVE S Land . HBU If Vacant : Single Family Present Use : Single Family(Res Use/Zone) Percent Unused : 0 Zoning Date : 09/03/1996 Sewer System.: Public Corner Lot : No Base Land Val : 59,000 Tax Year : 1999 Parking : Land Views Mt Rainier : Olympics : Cascades : Good Territorial : Good Seattle : Land Waterfront, Location : Bank : Tide /Shore : Restricted : Lot Depth Factor : 0 Land Nuisances /Problems Topography : Traffic Noise : Airport : 0 Trans. Concurrency : No 98188 OD9999 HBU As Improved : Present Use Traffic Volume : 0 Current Zoning : LDR Water System : Water District Lot SqFt : 17,371 Restrictive Size /Shape : No Land Val Date : 03/121199.8 Road Access : Public Street Surface : Paved Sound : Lake Washington : Lake Sammamish : Lake /River /Creek : Other : Access Rights : No Proximity Influence : No Poor Quality : No Footage : 0 Powerlines : No Other : Yes Water Problems : No Other : No cont. on page 2 ~w 6 UO C). cnW W= I_ ALL W o Q. u. 1Ci z� o z 0 1- W w` U' O. ui z U tn' O z 04/17/2001 08:52 20629651 " -M ,, Page 2 DEPT OF ASSESSW415 PAGE 02 King County Department of Assessments Parcel 885880 - 0055 Computer . Land Designations Historic Site : Nbr Bldg : 0 Adj. to Golf Fairway : No Adj, to Greenbelt : No Other : No ' Deed Restriction : No 04/17/2001 Environmental Restrictions ( None ) Residential Building 1 Obsolescence : 0 % Completed : 0 Year Renovated : 0 Heat Source : Gas 1st Floor Sq Ft.: 1120 2nd Floor Sq Ft. : 0 Finished Basement Sq Ft. : 580 Unfinished Half Sq Ft.: 0 Total Basement Sq Ft. : 1120 Basement Garage Sq Ft. : 0 Stories : 1 Deck Area : 0 Enclosed Porch Sq Ft.: 0 Fireplace Multi Story : 1 Fireplace Additional : 1 3/4 Baths :1 Bedrooms : 4 Building Grade : 7 Average Basement Grade : 6 Low Average View Utilization : Accessories Prk:carport SqFt : 240 fff. Year : 1956 Value : 0 Description : Sales History Excise Sale Sale Tax # Date Price Instrument Current Use : (None) Dev. Rights Purchases : No Easements : No Native Growth : No DNR Lease : No % Net Condition : 0 Year Built : 1956 Additional Costs : 0 Heat System : Forced Air Half Floor Sq Ft. : 0 Upper Floor Sq Ft. : 0 Total Living Sq Ft.: 1700 Unfinished Full Sq Ft. : 0 Attached Garage Sq Ft. : 0 Brick/Stone : 16 Number of Living Units : 1 Open Porch Sq Ft.: 140 Fireplace Single Story : 0 Fireplace Free Standing : 0 Full Baths : 1 1/2 Baths : 0 Building Condition : Average Building Grade Var : 0 Daylight Basement : Y Address : 16628 53RD AV S 98188 Grade : % Net Condition : 0 Date Valued : 01/01/1900 Sale Reason 1785027 1751779 1711221 10/30/2000 04/28/2000 09/08/1999 0 Quit Claim Deed 272,000 Statutory Warranty Deed 259,000 Statutory Warranty Deed Estate Settlement Estate Settlement cont. on page 3 04/17/2001 08:52 20629651\ .Page 3 DEPT OF ASSESST;;4TS PAGE 03 King County Department of Assessments Parcel 885880 - 0055 Computer :srunimemr 04/17/2001 Excise Sale Sale Tax # Date Price Instrument Sale Reason 0697789 12/01/1982 0 Quit Claim Deed Value History for Acct 885880- 0055 -03 Tax Omit Appr Appr Appr Appr Land Imps Total Tax Levy Change Change Yr Yr Land Imps Total Imp Inc Val Val Val Val Reason Statue Code Data Number Reason 2001 0 67,000 108,000 175,000 67,000 108,000 175,000 T 2320 04/19/2000 Revalue 2000 0 63,000 92,000 155,000 63,000 92,000 155,000 T 2320 09/08/1999 Revalue 2000 0 69.000 82,000 141,000 59,000 82,000 141,000 T 2320 09/01/1999 Revalue 1.999 0 59,000 82,000 141,000 59,000 82,000 141,000 T 2320 08/05/1998 Revalue 1999 0 59,000 82,000 141,000 59,000 82,000 141,000 T 2320 07/27/1998 R470730 Revalue 1999 0 81,000 72,000 153.000 81,000 72,000 153,000 T 2320 04/18/1998 R470000 Extension 1998 0 0 0 0 81,000 72,000 153,000 T 2320 08/26/1997 Revalue 1997 0 0 0 0 81,000 81,900 142,900 T 2320 09/0411996 Revalue 1995 0 0 0 0 81,000 61,900 142.900 T 2320 06/28/1994 Revalue 1993 0 0 0 0 77,400 60.400 137,800 T 2320 02/19/1992 Revalue 1991 0 0 0 0 42.400 56.800 99,200 T 2320 01/09/1990 Revalue 1989 0 0 0 0 21,600 49,100 70,700 T 2320 11/13/1987 Revalue 1987 0 0 0 0 21,100 42,400 63,500 T 2320 03/01/1986 Revalue 1985 0 0 0 0 • 23,400 41,400 64,800 T 2320 04/13/1984 Revalue • 1984 0 0 0 0 23,400 47,600 71,000 T 2320 02/01/1983 6000110 Legal Change 1983 0 0 0 0 23,400 47,800 71,000 T 2320 12/24/1981 Revalue Change History Event Event Doc Type Date Person Status Id Char Update 03/12/1998 Jqui Char Update 12/31/1997 Jqui Char Update 12/31/1997 Mgie Note Date : 01/01/1900 12:00 AM Note : FREEWAY Note 2 Date : Note : By : By : Tax Roll Account 81111 Omit Levy Appr Appr Appr Imp Tax Tax Tax Acct Type Yr Yr Cd Land Imps Tot Incr Land Imps Tot Stat TVR Stat 885880- 0055.03 R 2002 0 2320 367,000 3108,000 6175,000 $0 $67,000 $108,000 3175,000 T A 885880-0055 -03 R 2001 0 2320 367,000 $108,000 3175,000 $0 $67,000 3108,000 8175,000 T A 885880 - 0065 -03 R 2000 0 2320 363,000 $92,000 $155,000 80 863,000 392,000 $155,000 T A 885880- 0055 -03 R 1999 0 2320 359,000 $82,000 8141,000 SO $59,000 382,000 3141,000 T A 885880 -0055 -03 R 1998 0 2320 30 30 80 30 $81,000 $72,000 3153,000 T A 885880 -0055 -03 .R 1997 0 2320 30 80 $0 $0 $81,000 $61,900 $142,900 T A 885880-0055 -03 R 1996 0 2320 30 30 $0 $0 $81,000 $61,900 9142,900 T A cont. on page 4 ._,••••.,.•*.,t.k...,,...., a SKr �,r m r=sad9 r . -`+\ 04/17/2001 08:52 20629651 lagc 4 Computer Appraisals Roll Land RM Yr Val DEPT OF ASSESSML 5 PAGE 04 King County Department of Assessments Parcel 885880 - 0055 04/17/2001 Imps Total Imp Val Val Incr$ Method Appr Post Post Reason Appr Dt Stat Dt R R R R R 2001 2000 1999 1998 1997 $67,000 $83,000 $59,000 $81,000 581,000 Estimates Val Type 5108,000 $175,000 50 $92,000 $155,000 50 582,000 5141,000 50 $72,000 $153,000 $0 • 581,900 $142,900 50 PREV APPR/ADJ PREV APPR/ADJ EMV PREV /FAC PREV APPR Roll Land Imps Bldg Yr Val Val TOTAL RCN 0 2002 TOTAL RCNLD 0 2002 BLDG RCN 1. 2002 ACCY RCN 1 2002 BLDG RCNLD 1 2002 ACCY RCNLD 1 2002 TOTAL RCN 0 2001 TOTAL RCNLD 0 2001 BLDG RCN 1 2001 ACCY RCN 1 2001 BLDG RCNLD 1 2001 ACCY RCNLD 1 2001 TOTAL RCN 0 2000 TOTAL RCNLD 0 2000 BLDG RCN 1 2000 ACCY RCN 1 2000 BLDG RCNLD 1 2000 ACCY. RCNLD 1 2000 EMV 0 1999 TOTAL RCN 0 1999 TOTAL RCNLD 0 1999 BLDG RCN 1 1999 ACCY RCN 1 1999 BLDG RCNLD 1 1999 ACCY RCNLD 1 1999 sr $59,000 $59,000 $o $0 $0 so 559,000 559,000 $0 $0 $0 50 $59,000 559,000 50 $0 $0 $0 559,000 559,000 $59, 000 50 $0 $0 50 $125,000 $90,000 5121,000 $4,000 $88,000 52,000 5119, 000 $86,000 $115,000 $4,000 $84,000 52,000 5115,000 584,000 $111,000 54,000 582,000 52,000 $82,000 5114,000 $83,000 5110,000 $4,000 $81,000 52,000 Revalue -AnnIU pdt Revalue - AnnlUpdt Revalue - Physlnsp Revalue - AnnlUpdt Revalue - AnnlUpdt Total Val 5184,000 $149,000 $121,000 $4,000 588,000 52,000 $178,000 $145,000 $115,000 $4,000 $84,000 52,000 $174,000 5143,000 $111,000 $4,000 $82,000 $2,000 $141,000 $173,000 $142,000 $110,000 $4,000 581,000 52,000 Calc Date 09/15/2000 09/15/2000 09/15/2000 09/15/2000 09/15/2000 09/15/2000 09/10/1999 09/10/1999 09/10/1999 09/10/1999 09/10/1999 09/10/1999 09/20/1998 09/20/1998 09/19/1998 09/19/1998 09/19/1998 09/19/1998 03/12/1998 03/12/1998 03/12/1998 03/12/1998 03/12/1998 03/12/1998 03/12/1998 04/11/2000 Posted 04/19/2000 08/31/1999 Posted 09/08/1999 JOU! 03/12/1998 Posted 08/04/1998 08/25/1997 Posted 08/26/1997 09/04/1996. Posted 09/04/1996 z 6 0 00 N0. W = w0 = ci = w' zy_ I-- 0" Z I- w Lu Uo 0}-. ww r- -LL .z ut 0 =. O 1' z \1 City of Tukwila Steven M. Mullet, Mayor Department of Public Works James E Morrow, P.E., Director Mr. Wally Chin 15310 Macadam Road #A -303 Tukwila, WA 98188 Subject: Wally Chin — 5 Lot Short Plat Site Address —16628 — 53rd Avenue South L2000 -074 Geotechnical Peer Review Dear Mr. Chin: Enclosed is the final billing information, from Shannon & Wilson, Inc., regarding their geotechnical plan review, for your 5 lot Short Plat project, at 16628 — 53rd Ave. South. I am enclosing a copy of their invoice no. 63171 and detailed billing analysis. The final amount for their services is $897.31. Please make a check, in the amount of $897.31, payable to City Of Tukwila (budget account # 000.13.532.200.41.00) and mail to: Mr. David McPherson Public Works Department City Of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Thank you, for your prompt attention and assistance. If you have any questions, please call me at (206) 433 -0179. Sincerely, David H. McPherson Associate Engineer Public Works Department DHM/ad Enclosure: Shannon & Wilson, Inc. billing analysis cc: Gail Labanara Development File (P:alice \Letter to Wally Chin, April , 2001) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 - 431 -3665 z 2 6D UO w= J �. N O. w u. <: .o. IT i z� 1-O. zI—. UO .0 I - w w. 1 U U. • z` •• /7' z tdirla KUSSMAN ASSOCIATES Architects, Planners & Consultants April 11, 2001 Deborah Ritter, Associate Planner Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Reference: Wally Chin 5 -Lot Short Plat 16628 - 53rd Avenue South, Tukwila L2000 -074 (Short Plat), E2000 -028 (SEPA) Dear Ms. Ritter: This letter is in response to comments made at the public hearing on March 29, 2001, concerning an alleged spring on the subject site and the use of the existing residence as a duplex. 1) Alleged Spring: On the afternoon of April 9, 2001, I visited the site in an attempt to verify the existence of a spring near the northwest property corner as indicated by neighbors attending the hearing. From my observations, there was no evidence of a spring or surface water, nor was there any indication that a spring or surface water had been present in the past. There was no channel or erosion visible and there was no water to be seen seeping under 53rd Avenue S. The northwest property corner is a depressed area, planted with lawn, several feet lower than the street and neighboring lot to the north (which supposedly has water problems in the basement according to a neighbor's testimony at the hearing). Soils on the northwest portion of the site appeared moist but not wet. A small number of Common Horsetails (Equisetum arvense) were observed growing up through the grass along the property line. This plant is an indicator species that thrives in moist or wet environments, although it does not necessarily mean the presence of surface water. Along the eastern two- thirds of the north property line, the ground becomes obscured beneath a large, impenetrable thicket of Himalayan Blackberries. No evidence of a spring could be detected through the dense cover of vegetation. 1 P.O. Box 1705 • Bothell, WA 98041 -1705 (425) 486 -8300 • Fax (425) 806 -9628 • Email kussman @worldnet.att.net Our observations are consistent with those found in the soils reports previously prepared for this site. The original soils report by Spears Engineering and Technical Services, dated 06/16/01, did not identify the existence of a spring or the presence of any surface or ground water. In the subsequent peer review dated March 9, 2001, consultants Shannon & Wilson, Inc., stated that the site appeared to be well drained and that there was no evidence of groundwater seepage, erosion, ponded water, or wet areas on the property. Existing Residence: The existing house is a single- family residence with a "mother -in -law" apartment in the basement. This configuration was pre- existing when the current owner, Mr. Wally Chin, purchased the property. It is our understanding that the residence is now occupied by one family consisting of a husband, wife, and two sons, one of whom is married. We hope that this letter will answer your concerns. If you should have questions or need additional information, please call. Sincerely, Steven M. Grassia Architect 2 P.O. Box 1705 • Bothell, WA 98041 -1705 (425) 486 -8300 • Fax (425) 806 -9628 • Email kussman @worldnet.att.net z Z • a- w • • J0 00 (n 0, wi. CO w: w0: 5' • ?: CO w. •Z_ r. 0 •Zt— uy 0 1.3 111 w. I- U' .Z: w 0 ~, Z View looking north along west property line (53rd Ave. S.) z Z • w _1 O 0 0)0 • LIJ LIJ _J u j 0 CL LL < I CY w z 0 z 0 (1) 1— 11.1 u j r_o U_ - 0 Z L1J0 1-= o View looking northeast across northwest corner of site z 1• 1- Z • uJ W _J (...) ° W -J F_ • u_ w 0 • < W Z 1-0 Z W w 2 D 0 0 1--- w uJ — 0 . : z 0- - I O 1- z View looking east toward northeast property corner View looking west along north property line toward northwest property corner il- Z 0 0 0 N O (/)W WI —1 • LL u j 0 D- LL < — 0 Z 1-0 Z 1— U.1 Lu O — O 1-- L1.1 j 1— — — 0 , Z 111 O CD I= I o MEMORANDUM TO: Jason Jones FROM: Deb Ritter DATE: April 6, 2001 RE: Request for Action (possible zoning code violation) at 16628 53rd Avenue South zz z. JO, 0 co °: w z` J u O J' u_ ?• `oa =w h-= I- 0 zr On March 29th, DCD hosted a neighborhood meeting regarding a pending short 2 D. plat (at the above - referenced location). There is an existing single - family home o ° on the property, which is located in a Low Density Residential ( "LDR ") zone. o One of the attendees (Mildred Heppenstall, who lives across the street) believes F- �. that there are two dwelling units inside the house. She described the residence "-- o as a "rooming house" and says that four to six cars are parked in front of it on a Cu �. daily basis. She said the house had a daylight basement and implied that a i �' second entrance is located there. Most of the attendees have lived in the O z neighborhood for decades and many supported Ms. Heppenstall's claims. In response to Ms. Heppenstall's comments, Steve Lancaster summarized the zoning code requirements regarding dwelling and accessory units. He also indicated that the City would investigate the matter to determine if there was an illegal dwelling unit on the property. The owner's brother (Gilbert Chin) attended the meeting but left early without making any comments. The owner (Wally Chin) is extremely ill and was not able to attend. Steve feels that an RFA is the best way to respond to the concerns of the neighborhood. However, he has asked that you meet briefly with Jack (after Jack returns from vacation on April 16th) to discuss this complaint before processing the RFA. In the meantime, please feel free to contact Steve or myself with any questions you may have. cc: Jack Pace Rhonda Berry REQUEST City of Tukwila REQUEST FOR ACTION FORWARD TO: X CODE ENFORCEMENT ❑ FIRE DEPARTMENT ❑ POLICE DEPARTMENT • PARKS /RECREATION ❑ PUB WKS - Engineering ❑ KC ANIMAL CONTROL ❑ PUB WKS - Utilities CITY CLERK OFFICE • DCD - Planning Division CITY ATTORNEY • DCD - Building Division E OTHER: RFA File # Violation Location - Street Address: 1 (Pi 2-� �� rdL. UQ., �r 1 Describe location on property: S‘r\c4€ �C�.t';f1�1, roll, (i.e., rear yard, 1 �' behind garage) Nature of report: ❑ Public Safety El Nuisance ❑ Employee Safety A Other: Zp ,N1 ''-` -� Tenant/Landlor /Owne1� C�I Y-N information (if known : Q X3 0 (Yl r ce,cd. Pc Describe hazard /prnblem in detail: VIp \Of\ Home phone: W(0 - a�LI - 115 -W. `R- Z03 u.)1 Anonymity requested? = Yes -_.. No t u nn f\e),, h born . m_ t Aye_ L t O *-rc- Ceo A "iiniLV C�` -� a r-e.. o ceu Q, how a,r �� s ,� ,1 � � �� Gt��t, t1 rnp� r o(�,. � v �7k . " ''i1 f\ a i- oc- u fo (0 c-a cs c v-e. a .(-- \ c\ CA' '\"\tZ. \\, o ta._ on. o,-___ cta. \\0., \o aA►5 . 'ossalp e. \\\Q-Q aQ a.w2k1, \ck Lin REPORTED BY: Name: mk1aeC9 - -,t., l , S '2City resident = Work in Tukwila = Visitor _ City Employee - Dept: Address: _ IR 1p t S �3 reQ 1 \u2 �c9,c Request contact? = Yes - No Home phone: W(0 - a�LI - 115 Work phone: Anonymity requested? = Yes -_.. No REQUEST TAKEN BY: Name: Department: c Date: 3 z q- o1 Responding City Department: Date received: Corrective measures taken or assistance given (if "None ", explain): Response by (name): Date of response: Routing: White copy to Mayor's office; yellow and pink copies to responding department. MEMORANDUM TO: Chin 5 -Lot Short Plat 16628 53rd Avenue South L2000 -074 (Short Plat) E2000 -028 (SEPA) FROM: Deb Ritter DATE: March 30, 2001 RE: Notes from Neighborhood Meeting March 29, 2001 (6 -8 pm) Tukwila Community Center The following items were raised during he meeting: m ,\d�,g.�. �t - -;,�. - - AZ. (" PIP ► 5 3� des 1. -- . - • • - • ) complained that the existin house across the street (Parcel 885880 -0055) contains more than one dwelling unit. She indicated that an average of four to six cars are parked in front of that house on a daily basis. She described the structure as a "rooming house ". Steve Lancaster explained the zoning code requirements regarding accessory units and indicated that the City would investigate the matter to determine if there was an illegal dwelling unit on the property. 2. Many residents complained that Slade Way is only one lane in width and should be improved. They believe that this road will be negatively impacted if additional short plats are approved. Dave McPherson indicated that improvements to Slade Way are not scheduled on Public Works current capital improvements list. 3. A few residents indicated that a seasonal spring exists at the northwest corner of Parcel 885880- 0050. The path of the spring is hidden by blackberry bushes located along the north property line. The house on the parcel to the north requires a sump pump due to the soil hydrology. The applicant's engineer (Lyle Kussman) was advised of this and was asked to investigate. Dave McPherson will review Mr. Kussman's information and may require that the geotechnical and /or soils reports be amended. 4. The applicant provided a revised plan for the 5 -lot short plat (which has not been formally submitted to DCD). The length of the access road from the street to the easternmost (proposed) house is well over 150 feet. However, the boundary of the easternmost parcel in question is between 150 and 166 feet from the street. To avoid delays in processing, the applicant's engineer was advised to provide the Fire Department with a copy of the revised plan (for their review and comment) prior to formal submission to DCD. cc: Steve Lancaster Dave McPherson `03/01/01 16:29 FAX 206 768 0524 TUK PARK & REC 02/voB e? '010, 03 :4 PM TIUKWI D`D /PW TM( PARK & REC 1 CITY OF TUKWILA PARKS ANO RECREATION DEPARTME1T TCC FACILITY APPLICATION ,FOR USA E FORM DEPARTMENTS ir Art, CITY MEETINGS AT THE TUKW1LA COMMUNITY CENTER MUST HAVE THIS FORM COMPLETED AND BEFORE THE EVENT WILL, BE SCHEDULED AND CONFIRMED. BY SUBMITTING A USAGE FORM, IT DOES NO SPACE AS CONFLICTS MAY OCCUR. INTERDEPARTMENTAL' ANO THE CENTER'S FAX (206) 768 -0524 REQUESTS TO THE CENTER. 3 .2,0" DATE(s) OP Evert% TirdC • NATuloE or EVENT; r e..., i f] '- \Oo cQ Y ee.. 1 ILL WHO IS SPONSORING THE EVENT ?Ir1Y1, AGE ESTIMATED ATTENDANCE: ADULTS (21 8.OLDiA) ?S".""•-„W 70 LocAnohi: W('IO IS QRGAI RG The EVENT? WHO'S DMrREO TO ATTFNO? RESIDENTS? PLEASE CHECK ALL THAT APPLY 0.! 'NNCR J C3j 002 P.2/2 002 R CITY = NETTED TO 115 CENT UTOMATICAI..LY RESER Y BE USED TO FORWA • YJ N NON- Reslnt:urs? YOUTH (UNDER 21 YEARS) TOTAL , O —3 WE aAN40 At.COMOt•,__ (Taws WILL ae Sow (TUI<WILA Buswess LIC. # 1 MICROPHONE^_. EASEL , OVERHEAD PRO.I. SCREEN 'G`.HER 11 Y CONDITIONS FOR U5E OFTUKWI A COMMUNITY CENTER Each group is responsible for their OWN set-up, lean -up, and take down for meetings or events held by City departments. Please include y set-up and clean -up time in your requested rental time. DRY Departments are respaibie for any addltienal costs including. but not limited to, failure to clean Lye facility. damage to equi0mant/facility. and usage lime beyond normal opc/Ming hour 3. Clean -up shall be in accordance with the leaning guidelines listed In the Rental Information Packet Failure to clean the facility, damage t the facility or failure to properly replace equipment will result in forfeiture of the damage deposit' a claim tor damages to the Applicant, an denial of future use. 3. At groups using the kitchen MUST go through a kitchen equipment orientation during he week prior to their et„ge;:, .event CANCELLATION POLICY; Please notify the Fadlitle9 Coorrinatoror Recreation Supervisor of cancella or re- zi.chedule immediately. allows for tttie space to be made available other groups that may want to reserve space. 00 NOT AFFIX ANYTHING TO SITE C LING, COORS, COLUMNS, WALLS, PARTi i fCNS, WiNDOW r t. rs (including hallway a lobby): 7. Tukwila Community Center is a smoke -fir tacilitY. SMOKING is not permitted inside Tukwila Community Center. ' ' 8. My situation or question not =voted in above regulations or Ne Rental Information Packet shall be discussed b >' the Recreation Staff and decision rendered by the Parks and Recreation Director. Event Contact Person:--De-b ,� F f: Dept.:, ?Am ( j Phone:(�L2 llaa ___ ?J- aitemate Con >�f.�t1'e 1.c r'l Dept.: �G� Phone:(��:: � �� e' t ._. Person In Charge ®Event AUTHORIZATION: / hereby warrant and cc statements era true to the hest of my know/ governing the rectal usf the Tukwila Co m ev Signature: or DeptC Phone: i% L( 1 1624! War 1 am the authorized representative of the city department ::lamed above, that the ge, end that our department and 1 agree to be bound by tats _ +.eguladons and policies fly Center or other fealties as listed below, ' Staff Assisting Clien tchen Training Completed: Today's Cate: ,g; ' Rental Pac kat„` iG'4 :kit on Calendar: DATE TiME LOCATION /FACILITY, EQUIPMENT .,: • - 3.21-a 1 ce- S ions Ni,ee-F-fi K , • • r"�'.".'.rr' Confirmed By: BUDGET t1 rantapp2 doc f Amount;_ Summary+:, Date: .., 1--0�. VO/ 10, rVVV 1V. V4 (AA 4VV VlO OYV./ re0.1114 I• lltltl 4.0 • PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. 215 Columbia Street Seattle, Washington 98104 -1511 Senior Title Officer, Julie Goodman (juliegoodmar1pnwt.com) Title Officer, LaVonne Bowman ( lavomneboJVrrarapnwt . com) Senior Title Technician, Daisy Lorenzo (daisylorenzo3pnwt.com) Senior Title Technician., Jeanette Post (eeanettepost@pnwt.com) Title Technician, Roberta Powers (robertapowera @pnwt.com) Unit No. 8 FAX No. (206)343 -8403 Telephone Number (206)343 -1328 Washington Home Mortgage 555 - 116th Avenue Northeast, #242 Bellevue, Washington 98004 Attention: Lea Title Order No.: 402501 SECOND REPORT A. L. T. A. COMMITMENT SCHEDULE A Effective Date: March 15, 2000, 1. Policy(ies) to be issued: A. ALTA Owner's Policy at 8:00 a.m. Amount Standard (X) Extended ( ) Premium Tax (8.6b) HOMEOWNER'S RATE (300 DISCOUNT) Proposed Insured: WALLY CHIN, a single person $ 270,000.00 $ 656.00 58.59 B. ALTA Loan Policy Amount $ Standard ( ) Extended (X) Premium $ Tax (8.0) $ NOTE: THE FORTHCOMING LENDERS POLICY WILL REFLECT THE LIABILITY CONTAINED ON THE INSURED DEED OF TRUST. Proposed Insured: APPROPRIA'T'E LENDER 2. The Estate or interest in the lard described herein and covered by this commitment is fee simple. The estate or interest referred to herein is at Date of vested in: JASSIR SINGH BASSI and JASWINDER XAUR, husband and wife 243,000.00 405.00 34.83 SPECIFIC which is Commitment The land referred to in this commitment is situated in the County of K'.ng, State of Washington, and described as follows: As on Schedule A, page 2, attached. Z aF HW re 2 6 00 co co W J WO v_< F=-- _. Z ZOI ON O I-- WW IL I— Z: rz W 0 1- Z a v r V r L. L. • e V V / i V V z V V L Gi4.1111r 1\11 L1 V1..' VV 4Y:•VV4 • A.L.T.A. COMMITMEN"I SCHEDULE A Page 2 Order No. 402501 The land referred to in this commitment is situated in the county of King, State of Washington, and described as follows: Lots 3 and 4, Blocs 2, Valley View Homes, according to the plat thereof recorded in Volume 56 of Plats, page 81, in King County, Washington; TOGETHER WITH that portion of the right of way of 54th Avenue.SOuth vacated according to Ordinance Number 1236 dated November 3, 1961, City of Tukwila. which abuts Lots 3 and 4 in Block 2 of Valley View Homes. END OF SCHEDULE A NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended P.CW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Lots 3 -4, Block 2, Valley View Homes, Vol. 56, pg. 81 Z Q: W. 0 O` coo W =: J •'W LL Q• co = 2,j, h- _ Z� I-0:. Z 1— Ill Ili; N ;W W` 1- w Z, U 01--; `Z ..Vl iV rVVV J.V.V. r.1.\ 6VV Jl•) V$VJ rtiL 11lt: : \tt 111.10 l0 IVVV PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. A.L•.T.A COMMITMENT Schedule B order No. 402501 I. The following are the requirements to be complied with: A. Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly filed for record. E. Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. II. Schedule b of the Policy or Policies to be issued (as set forth in Schedule A) will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: A.. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. GENERAL EXCEPTIONS: 1. Rights or claims of parties in possession not shown by the public records. 2. Public or private easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey or inspection of the premises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the Workmen's Compensation Act not shown by the public records. 5. Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or laude comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents Or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. ' 7. Any service, installation, connection, maintenance, capacity, or construction charges for sewer, water, electricity or garbage removal. B. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. 9. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes. C. SPECIAL EXCEPTIONS: As on Schedule B, attached. • "'ASN WIMYA agag l ,,..,,,,,.......,..� .. ...,.,.....;.a+w- v..xcuwrc.z.0 : tht4rvM ator,wa:41 .. VJ•£V,.vvv ..V,v4 C^.1. •VV d1) OYVV CGLllll. .V1/ alLLC VO Order No. 402501 A.L.T.A. COMMITMENT SCHEDULE B Page 2 SPECIAL EXCEPTIONS: NOTE FOR INFORMATION PURPOSES ONLY: EFFECTIVE JANUARY 1, 1997, AND PURSUANT TO AMENDMENT OF WASHINGTON STATE STATUTES RELATING TO STANDARDIZATION OF RECORDED DOCUMENTS, THE FOLLOWING FORMAT AND CONTENT REQUIREMENTS MUST BE MET. FAILURE TO COMPLY MAY RESULT IN REJECTION CF THE DOCUMENT BY THE RECORDER. FORMAT: MARGINS TO BE 3" ON TOP OF FIRST PAGE, 1" ON SIDES AND BOTTOM - 1" ON TOP, SIDES AND BOTTOM OF EACH SUCCEEDING PAGE. RETURN ADDRESS IS ONLY ITEM ALLOWED WITHIN SAID 3" MARGIN. NOTHING WITHIN 1" MARGINS. FONT SIZE OF 8 POINTS OR LARGER AND PAPER SIZE OF NO MORE THAN B 1/2" BY 14". NO ATTACHMENTS ON PAGES SUCH AS STAPLED OR TAPED NOTARY SEALS; PRESSURE SEALS MUST BE SMUDGED. INFORMATION WHICH MUST APPEAP. ON THE FIRST PAGE: RETURN ADDRESS, WHICH MAY APPEAR WITHIN THE UPPER LEFT HAND 3" MARGIN. TITLE OR TITLES OF DOCUMENT. IF ASSIGNMENT OR RECONVEYANCE, REFERENCE TO RECORDING NUMBER OF SUBJECT DEED OF TRUST. NAMES OF GRANTOR(S) AND GRANTEE(S) WITH REFERENCE TO ADDITIONAL NAMES ON FOLLOWING PAGES, IF ANY. ABBREVIATED LEGAL DESCRIPTION (LOT, BLOCK, PLAT NAME, OR SECTION, TOWNSHIP, RANGE AND QUARTER QUARTER SECTION FOR UNPLATTED). ASSESSOR'S TAX PARCEL NUMBER(S). (continued) 4J V 1U z • Q Z • re m, 00. (D-0 • w W J = 1j_ w O: QQ LL¢ • = d: Z 1— O: Z .111 uj U O tn, 0 E- w W Z. w UW • O ,z ii Vo; lo/ cuuu lu.JJ rtt.1 c1J0 J4J 04UJ racittc ,\n Bite ua �!JUll Order No. 402501 A.L•T.A. COMMITMENT SCHEDULE B Page 3 SPECIAL EXCEPTIONS (continued): 1. EASEMENT AS DELINEATED AND /OR DEDICATED ON THE FACE OF THE PLAT: PURPOSE: Drainage AREA AFFECTED: North 5 feet of said Lot 3 2. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: G)ZANT'EE: Val Vue Sewer District and City of Tukwila PURPOSE: Constructing, installing, reconstructing, replacing, repairing, maintaining and operating a sewer pipeline and lines and all connections and appurtenances thereto AREA AFFECTED: A 10 foot wide strip over said Lot 3 RECORDED: March 9, 1982 RECORDING NUMBER: 0203090493 3. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: R;3COF,DING NUMBER: Val Vue Sewer District and City of Tukwila Constructing, installing, reconstructing, replacing, repairing, maintaining and operating a sewer pipeline and linee and all connections and appurtenances thereto A 10 feet wide strip over said Lot 4 March 9, 1982 8203090494 4. RESTRICTIONS CONTAINED ON THE FACE OF THE PLAT AS FOLLOWS: No lot or portion of a lot in this plat shall be divided and sold or resold, or ownership changed or transferred whereby the ownership of a :y portion of this plat shall be less than the area required for the use district in which it is located. (continued) Z W. re U O' W = J � U) LI- ' 'W O: ci W 2 Z 1-O'. Z II-. W W': —O WZ O ~' Z 08/18/2000 1U:53 FAX 200 343 8403 Pacific NW Title U8 g012 A,L.T.A. COMMITMENT SCHEDULE B Page 4 Order No. 402501 All lots in this plat are restricted to P. -1 First Residence District use governed by and subject to restrictions, rules and regulations of the County Zoning Resolution No. 11373 and subsequent changes thereto by official county resolution. Euilding Permits will be issued only upon the approval of the King County Health Department for installation of sewage disposal facilities. 5. CONDEMNATION OF ACCESS TO STATE HIGHWAY ANn OF LIGHT, VIEW AND AIR BY DECREE TO STATE of WASHINGTON: ENTERED: August 19, 1963 KING COUNTY SUPERIOR COt.L.T NUMBER: 614778 6. Right of the public to make necessary slopes for cuts or fills upon said premises in the reasonable original grading of streets, avenues, alleys and roads, as dedicated in the plat. 7. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: 2000 TAX ACCOUNT NUMBER: 885880- 0050 -08 LEVY CODE: 2320 AFFECTS: Said Lot 3 CURRENT ASSESSED VALUE: Land: $63,000.00 Improvements: $ 0.00 . GENERkL TAXES: AMOUNT BILLED: AMOUNT PAID: AMOUNT DUE: SPECIAL DISTRICT: AMOUNT BILLED: AMOUNT PAID: AMOUNT DUE: $811.75 S 0.00 $811.75 $0.85 $0.00 $0.85 (continued) Z Z JO. U O' 11 =: JI.• 0 tL • WO LL Q N = W _. Z1.7 CE 'Z W U '. O —! W W: 2 I, ~Ui LL O • W Z: . .0 -: O Z U0! 10A GVVV 1V.00 rAA LVO Ji) 04VO rtt'.11ltr t \tt 111.1' 1:0 Order No. 402501 A.L.T.A. COMMITMENT SCHEDULE B Page 5 8. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, If' UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: 2000 TAX ACCOUNT NUMBER: 885880- 0055 -03 LEVY CODE: 2320 J U • UO AFFECTS: Said Lot 4 O CURRENT ASSESSED VALUE: Land: $63,000.00 F=-• Improvements: 892,000.00 M LL.: W O. GENERAL TAXES: M ga; AMOUNT BILLED: $7.,997.18 AMOUNT PAID: $ 0.00 • AMOUNT DUE: $1,997.18 • H W 3 Z i.-; SPECIAL DISTRICT: F- O' '2E F-: AMOUNT BILLED: $0.85 ?; AMOUNT PAID: $0.00 D p` AMOUNT DUE: $0.85 ' 0 cii 9. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: LLl W H- U ; GRANTOR: Jasbir Singh Bassi and Jaswinder LL I" Kaur, husband and wife — O LLI Z TRUSTEE: Stewart Title Company U =` O ~: BENEFICIARY: Fremont Investment & Loan, its . 2 successors and /or assigns 1J V L Z ce AMOUNT: DATED: RECORDED: RECORDING NUMBER: $194,250.00 September 13, 1999 September 20, 1999 19990920001642 The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. ASSIGNMENT OF SAID DEED OF TRUST: ASSIGNEE: DATED: RECORDED: R.CORDING UMBER: Torequity, Inc. Not disclosed March 2, 2000 20000302001696 (continued) U0 110 /4UUU 10:04 rAA LUG ..h) 041.14 rtt(.Llie :sot 11L1e U0 µ+j0141 A.L.T.A. COMMITMENT SCHEDULE B Page 6 Order No. 402501 10. Title is to vest in Wally Chin, a single person, and will then be ZQ subject cc: ,,= H' Numerous judgments and /or liens appear in the record against persons fe LAJ with names similar to Wally Chin, the effect of which depends upon LLI his /her identity with said persona. Are identity affidavit is U O. attached for completion by Wally Chin. Said affidavit must be In 0:. reviewed by the company for determination of resolution of said ma matters prior to recording herein. W = J 1.- 11. Payment of Real Estate Excise Tax. if required. w o The property described herein is situated within the boundaries of g local taxing authority of City of Tukwila. LL' CO —a Present Rate of heal Estate Excise Tax as of the date herein is _ ▪ ILI 1.78. Z H, 1-O NOTE 1: All matters have been cleared for ALTA Extended Policy 2:1-.: coverage and /or Homeowners Endorsement coverage. W W, NOTE 2: The records of King County and /or our inspection indicate that O t4' the address of the improvement located on said land is: Z1 I:: W W 16528 53rd Avenue South I V` Seattle, Washington 9916$. LL. ~O: .. Z NOTE 3: The Doan Policy to issue will contain a Form 8.1 W • �• (Environmental Protection Lien) Endorsement. _! O ~ NOTE 4: The owner's Policy to issue will contain the Additional Protection Endorsement for Homeowners. NOTE 5: Upon notification of cancellation, there will be a minimum cancellation fee of $50.00 plus tax of $4.30. END OF SCHEDULE E Title to this property was examined by: Allan Knight Any inquires should be directed to one of the title officers set forth in Schedule A. ed 00. 10, LVVV 1V. Vy rAA cut; ,) ) OiVJ ruL111U ,Vfi 111.10 40 TO; Washington Home Mortgage 12620 - 120th Avenue N.E., Suite 203 Kirkland, Washington 99034 Attn: Lea Ref . # CC: PNC.ZF)cI O(TMWESt rrny 215 Columbia Street Seattle, Washington 9&104 SUPPLEMENTAL REPORT #1 of Second Report O'Conner Law PNWT Order Number: 402501 2285 - 116th Avenue N.B., Suite 102 Seller: Bassi Bellevue, Washington 98004 Buyer /Borrower: Chin The following matters affect the property covered by this order: • The following paragraphs(s) of our preliminary commitment has, /have been eliminated: 10 Except as to the matters reported hereinabove, the title to the property covered by this order has NOT been re- examined Dated as of April 21, 2000 at 8:00 a.m. kt PACIFIC NORTHWEST TITLE COMPANY Sy: Julie Goodman Title Officar Phone Number: 206 - 343 -1328 U0110 %40U1.1 .U:04 Yt.l 4U0 J4J 04U4 racir1C Nr lltie l'0 TO: Washington Home Mortgage 555 - 11604 Avenue NE, #242 Bellevue, WA 98004 Attn: Lea CC:, rncu ^.c'Mkrrrtw�r Trcu; �wnlw ,r a'u WAn t ,. 215 Columbia Street Seattle, Washir.gton 98104 SUPPLEMENTAL REPORT #2 OF SECOND REPORT O'Conner Law PNWT Order Number: 402501. 2285 - 116`h Avenue N.E., Suite 102 Seller: Bassi Bellevue, Washington 98004 Buyer /Borrower: Chin The following matters affect the property covered by this order: • ALTA Policy Coverage(e) andfor Changes have Policy(ies) to be issued: A.ALTA Owner's Policy Amount Standard (X) Extended ( ) Premium Tax (8.6*) HOMEOWNER'S RATE (30* DISCOUNT) Proposed Insured: WALLY CHIN, a single person been amended as follows: $ 272,000.00 $ 672.00 $ 57.79 B.ALTA Loan Policy Amount $ Standard ( ) Extended (X) Premium $ Tax (B.61) $ NOTE: THE FORTHCOMING LENDERS POLICY WILL REFLECT THE LIABILITY CONTAINED ON THE INSUTRED DEED OF TRUST. Proposed Insured: APPROPRIATE LENDER 243,000.00 405.00 34.83 SPECIFIC Except as to the matters reported hereirabove, the title to the p:^.operty covered by this order has NOT been re- examined Dated as of April 21, 2000 at B:00 a.m. PACIFIC NORTHWEST TITLE COMPANY Sy: Julie Goodman Title Officer Phone Number: 206- 343 -1326 tie U10 Z ;F- W 6 U O' U) J l— (l) W O, J = W ~ _ Z 1. O. Z uj W WW 22 0 w Z' — 0 Z i% EXCISE TAX NOT REL. Kipp Co. Records Division 8203090493 EASEMENT 2092 ntKU t;i' GRANTORS, George S. Allen and Martha A, Allen 16628 - 53rd Avenue South, Seattle, WA 98188 cm For and in cons? cation of one dollar �$]`.UO and other valuaTile cons�d'er- Q ations, tile receipt of which is hereby acknowledged, rants and conveys to cGt GRANTEES, UAL VUE SEWER DISTRICT and CITY OF TUKWILA,fKing County Washington, a Municipal Corporation, an easement and right -of -way, over, across, along, through, and under the following described property situated in King County, Washington, to -wit: op A STRIP OF LAND 5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE NORTHEAST CORNER OF LOT 3, DLOCK 2, VALLEY VIEW HOMES ADDITION; THENCE SOUTHEASTERLY TO A POINT ON THE EASTERLY EXTENSION CIF TUE SOUTH t me.o F SAIQ LOT 3, BLOCK 2, SAID POINT BEING 19 FEL' WESTERLY. OF THE WESTERLY RIGHT -OF- WAY MARGIN OF INTERSTATE HIGHWAY N0. 5.AND THE TERMINUS OF SAID DESCRIBED CENTERLINE. ALL LYING WITHIN SAID LOT 3, BLOCK 2, VALLEY VIEW HOMES ADDITION ANO ABUTTING VACATED 54TH AVENUE SOUTH. For the purpose ofgonstructing, installing, reconstructing, replacing, repairing, maintaining and operating a sewer pipeline and lines and all necessary connections and appurtenances theretoL together with the right of ingress thereto and egress therefrom for the purpose of enjoying the ease .nt, and also granting to GRANTEES and to those acting under or for GRANTEES the use of such additional area immediately adjacent to the above easement as shall be required for the construction of the Sewer pipeline or linos in the easement, such additional area to be held to a minimum necessary for the purpose, and immediately after the completion of the Construction and installation, or any subsequent entry upon the easement. GRANTEES Shall restore the premises aS near as may he to its condition immediately hofore Such construction or entry. IN WITNESS WHEREOF. Grantors haw iinretn,to het their hand this _1st__ __ day of February , 19 82 ' / -410e. -410e. .J J GS.I /� STATE OF WASHINGTON ) ) ss. • COUNTY OF KING On this 1 day of ry , 19 Rp , before me, the undersigned, a Notary Pubic in and for the State of Washington, duly commissioned and $worn, personally appeared .,a�•cE,2Z �d +�5,, }ha 4_ A)lon + to me known to be the individuals described in and who executed the foregoing instrument; and acknowledged to me that (they, botim hec) signed and sealed the said instrument as (their. *OxX:l�erej ir;e and voluntary act and deed for the uses and purposes there n mentioned. W17� , Certi and and official seal hereto affixed the day and year in this Velvl omen. • •111,,,,,,4 RY l;eL▪ 1C in an for the State of .I. Washington, at Tukwila. no Z �z • w • 6 O 0 . CO Ca WW W WO • WF• }— g n‘ u_ 2 a, 1--w Z� ZOO D' 0 U = W u-- O. • ill ZE 'U co F- _. 2E 8203090494 %EXCISE TAY NOT 1117.::.s. • .. pt,GOL• rt iKMIS dODuti EASEMENT 2093 GRANTORS. George S. Allen and Martha A. Allen 16628 - 53rd Avenue South, Seattle, WA 98108 For aiid iii 4ansid�ratioci cf one dizl•liir• il" 00). iniit olfie'r Uiru'a )e erisfd- ations. a receipt of which is hereby acknowledripd, rants and conveys to GRANTEESVVAL VUE SEWER DISTRICT-and CITY or '1UEWIIA, King County Washington, a Municipal Corporation,. an easement and right -of -way. over, across, along, through, and under the following uescribed property situated in King County, Washington, to -wit: THE WEST 10 FEET OF THE EAST 24'FEET OF THE FOLLOWING DESCRIBED PARCEL: LOT 4 ABUTTING LVACATED 54T1 AVENUE SOUTH. DOITtON TOGETHER WITH SOUTH� For the purpose ofxconstructing, installing, reconstructing, replacing, repairing. maintaining and operatin a sewer pipeline and lines and all necessary conntctinns and appurtenances theretoo together with the right of ingress thereto and egress therefrom for the purpose of enjoying the easement, an,l also granting to GRANTEES and to those acting under or for GRANTEES the use of such additional area immediately ddj,icent to the above easement as shrill be required for the construction of the sewer pipclil>o or linos in the easement. such additional area to he held to a miuInum necessary for the purpose. and immediately ,after the completion of the construction and installation, or any subsequent entry upon the r,'ascnu;nr„ GRANTEES shall restore; the. premises as near AS may lin Lo it:. condition Inn+iidintely before such construction or entry, IN WITiltSS WHEREOF, Grantors have I;crnunlo set their hand this ...1st_,,.._ day of February , 19 B2�, STATE Or WASHINGTON ) ) Ss. cOuiTY or KING ) On this day of F r����a�rrVV 19 B2,_,, before me, the undersigned, •,;a,Notary u lic in and or the Etatc or Washinrjton, duly commissioned and skim, personally appeared George S. Allen and manna A„Al1go me known to be the individuals described in and who executed the ioroio{ng ' ,•jnstruMentl and acknowledged to me that (they, c56wea`►es) signed and ecalc•d the "said instrumont as (their, wix7Sx!>?ex•. voluntary ) free and volunt act and deed for the uses and purposes therein ont nionad. '!•!(•TRESS. my hand and official seal hereto affixed the day and year in this +certif•icate above written. i45 b e'�"'� t6• It 'Uh IC inian ,f.'pr:•tfieMaLn of ! °.c' Washington, reaidinq,.at "10:wila. • • t r' ‘, • ._ .. .,_......... ............... . • ; ~.Y Otio.j lictruEa'. srs: • $12!07!09 }}044 D RECT.' F T, 17n CASNSL • • • • z F--. Z 2 • U 0, UW W= W 1 J: Z1: 1 . HW Z E--•. Z �` . •W W';,. :O U° • .= V; .11-- z.. U col,+. • egs) Cizy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director PUBLIC MEETING NOTICE Dated March 2, 2001 RESCHEDULED MEETING Due to the earthquake on February 28th, and the subsequent closure of City offices and facilities, we were unable to hold the neighborhood meeting. We apologize for any inconvenience this may have caused. There will be an informational meeting held on a proposed 3 -lot short plat (located at 16804 53rd Avenue South) and a proposed 5 -lot short plat (located at 16628 53rd Avenue South). This meeting will take place on Thursday, March 29, 2001 from 6:00 to 8:00 p.m., in the Tukwila Community Center Meeting Room (12424 42nd Avenue South). City staff will attend the meeting to provide information and answer questions about these proposed short plats. The applicants (Gilbert Chin and Wally Chin, respectively) and their engineers have been invited to attend. If you have questions, please call Deborah Ritter, Associate Planner, Department of Community Development at (206) 431 -3663. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 '02/06/01 19:03 FAX 206 768 0524 TUK PARK & REC 1 r y CITY OF TUKWILA PARKS AND RECREATION DEPARTM TCC FACILITY APPLICATION FOR USA E FORM F, R CITY DEPARTMENTS ALL CITY MEETINGS AT THE TUKWILA COMMUNITY CENTER MUST HAVE THIS FORM COMPLETED AND BEFORE THE EVENT WILL BE SCHEDULED AND CONFIRMED. BY SUBMITTING A USAGE FORM, IT DOES NO SPACE AS CONFLICTS MAY OCCUR. INTERDEPARTMENTAL AND THE CENTER'S FAX (206) 768 -0524 REQUESTS TO THE CENTER. DATE(s) OF EvENT: NATURE OF EVENT: TIME: ( e7 TO LOCATION: 6C\100 m d' f1 WHO IS SPONSORING THE EVENT? WHO 1S ORGANrLING THE EVENT? 1 k a002 EMITTED E TO THE CENTiR UTOMATICALLY RESERXE " BE USED TO FORWA r Pfil WHC'S INVITED TO ATTEND? RESIDENTS ?( Y) N 140N- RESIDENTS? Y ESTIMATED ATTENDANCE: ADULTS (21 & OLDER) 2� =. �O YOUTH (UNDER 21 YEARS) TOTAL. 990 PLEASE CHECK ALL THAT APPLY DJ LiVt3 BAND ALCOHOL ITEMS WILL BE SOLD (TUKWILA BUSINESS U C. # TVNCR MICROPHONE EASELS OVERHEAD PROD. SCREEN OTHER CONDITIONS FOR USE OF TUKWILA COMMUNITY CENTER 1 Each group is responsible for their OWN set -up, dean -up, and take down for meetings or events held by City departments. Please include y set -up and clean -up time in your requested rental time. 2. City Departments are responsible for any additional costs including, but not limited to, failure to clean tt..e facility, damage to equipment/facility, and usage time beyond normal operating hours. 3. Clean -up shall be in accordance with the cleaning guidelines listed in the Rental Information Packet. Failure to clean the facility, damage t the facility or failure to properiy replace equipment will result in forfeiture of the damage deposit, a claim for damages to the Applicant, an . denial of future use. 3. All groups using the kitchen MUST go through a kitchen equipment orientation during the week prior to their educed event. CANCELLATION POLICY: Please notify the Facilities Coordinator or Recreation Supervisor of cancelled or re schedule immediately. T allows for the space to be made available r other groups that may want to reserve space. 00 NOT AFFIX ANYTHING TO THE C LING, DOORS, COLUMNS, WALLS, PARTrONS, WINDOWS r LIGHTS (including hallway a lobby). 7. Tukwila Community Center is a smoke -fre facility. SMOKING is not permitted inside Tukwila Community Center. 8. Any situation or question not covered in th above regulations or the Rental Information Packet shall be discussec i.my 'the Recreation Staff and M decision rendered by the Parks and Recreation Director. Event Contact Person:—Deb Alternate Contact &t--C'.U-e L A YI Dept: -ct 11111 1�/ Dept: -12C1--1-0 l fi Person In Charge @ Event St e Ve_ (c/ "e 2 Dept: IDC 10 Phone :(206 j. Li sI -a6)(0-2 Phone:(Za/o) `l "l- g'( Phone:(Z%n )_ L{ / - 367, AUTHORIZATION: I hereby warrant and cer fy that 1 am the authorized representative of the city department named above, that the statements are true to the best of my know/ •ge, and that our department and I agree to be bound by the re.gulations and policies governing the rental use.,of the Tukwila Co m , ity Center or other facilities as listed below. ' / Today's Date: Signature: Staff Assisting Client: DATE TIME Kitchgtt Training Completed: Rental Packet:, LOCATION /FACILITY t: v nt on Calendar. EQUIPMENT Confirmed By: 1 Date: BUDGET # Amount: Summary: rentapp2.doc Nt City of Tukwila Steven M. Mullet, Mayor Department of Community Development February 23, 2001 OWNER: Mr. Wally Chin 15310 Macadam Road #A -303 Tukwila, Washington 98188 AGENT: Ms. Bonnie Babcock Baima & Holmberg, Inc. 100 Front Street South Issaquah, Washington 98027 -3817 VIA FAX 425 - 391 -3055 Re: Wally Chin 5 -Lot Short Plat 16628 53rd Avenue South, Tukwila L2000 -074 (Short Plat) E2000 -028 (SEPA) Greetings: Steve Lancaster, Director We have completed a detailed review of your SEPA and Short Plat applications. Certain additional information is needed from you to ensure that the project meets the substantive requirements of the City and to complete our review process. We have the following comments: SEPA Comments — Public Works: Public Works has identified the following deficiencies in the SEPA Checklist you submitted on October 26, 2000. Please revise the Checklist accordingly. 1. Section B, Paragraph 1(d) Earth The answer should be yes. You should also indicate a history of unstable soils to the east of the site and between Interstate 5 and the site. 2. Section B, Paragraph 1(e) Earth The cut and fill quantities shown in this paragraph do not match information provided to the City by Baima & Holmberg showing a total of 300 cubic yards of fill with no excavation. 3. Section B, Paragraph 2(c) Air You should also add the information in the dust control note that appears on the Civil plan sheet. 4. Section B, Paragraph 3(c)(1) Water Runoff Under your proposal, storm water discharges to WSDOT, not to the City's existing storm sewer. 5. Section B, Paragraph 3(c)(2) Water Runoff Wastes are discharged to Val -Vue sewer district, not to the City's existing sanitary sewer. 6. Section B, Paragraph 14(d) Transportation Frontal improvements will be required, including a sidewalk along 53rd Avenue South. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 iNkR4:Nnk!tip Mr. Wally Chin Ms. Bonnie Babcock February 23, 2001 Page 2 7. Section B, Paragraph 16(b) Utilities Water is provided by the Highline Water District. Sanitary Sewer is provided by Val Vue Sewer District. Short Plat comments - Planning: 8. As defined in TMC 18.06.505, the term "Lot Area" means the total horizontal area within the boundary lines of a lot and exclusive of street right -of -way, street easement or private access roads serving more than one lot authorized pursuant to the subdivision ordinance. For this reason, the square footage of your proposed Lots A, B and D must be equal to or greater than 6,500 square feet, exclusive of their respective portions of the 20 -foot wide access easement. The square footage of your proposed Lots C and E must be equal to or greater than 6,500 square feet, including the respective portions of the 20 -foot wide access easement. 9. Per TMC 17.20.030(C)(5)(d), proposed private access roads may not serve more than four lots nor be more than 200 feet in length. Those access roads 150 feet or greater shall have a turnaround built to Fire Department standards. We recommend that you shorten the length of the access road and provide a turnaround on one side of the site instead of at the rear of the site. The access road must be paved. 10. A fire hydrant with a 1,000 GPM flow must be within 150 feet (by line of vehicular travel) to the closest point of all houses. 11. Per TMC 17.20.030(C)(6)(d), streets abutting the perimeter of a subdivision or short plat of five or more lots shall provide the full improvements on the half of the street adjacent to the site, provided additional paving may be required to ensure safe and efficient roads exist to serve the subdivision; provided further that there are no physical obstructions to completing the other half of the roadway and that there is a minimum of 20 feet of paving. 12. The Boundary/Topography Plan Sheet prepared by Baima & Holmberg (dated April 6, 2000) indicated the presence of 20% slopes throughout the site. Please update the plan to include all slope areas that are 20% or greater. 13. The subject property contains Sensitive Areas that have the potential for geologic instability. These areas have been designated as Class 2 and Class 3 on the City's Sensitive Areas Maps on file with the Department of Community Development. Per TMC 18.45.060(2) any new residential subdivision or multiple family residential proposal which includes a sensitive area or its buffer on the site shall apply for a planned residential development permit and meet the requirements of the Planned Residential Development District chapter. However, you may choose to request a waiver of an Administrative Planned Residential Development ( "APRD "). Any waiver request should be addressed to the Director of Community Development and must include the following: • Your acknowledgement of the existence of Class 2 and 3 Sensitive Areas on the proposed site. .. .,,.,,.....�,.,i�..d.e�..re.. urw�fvRC4+nrsa�}+6tx¢wsusear Mr. Wally Chin Ms. Bonnie Babcock February 23, 2001 Page 3 • A request for a waiver of the Administrative Planned Residential Development permit. 14. Please provide a retention /removal plan for the preservation of significant trees and vegetation (caliper over 4 inches) located within sensitive areas (slopes 20% or greater, wetlands or watercourses) and sensitive area buffers (per TMC 17.14.20(B)(k) and (o). The planting plan shall include diameter, species name, spacing and location of trees /vegetation to be retained or used to replace vegetation cleared (per TMC 18.54.080(2). Each existing significant tree removed shall be replaced with new tree(s), based on the size of the existing tree as shown in TMC 18.54.130(3)(b) attached. PLEASE NOTE: A tree clearing permit will be required prior to the issuance of any land altering permit and the clearing of any vegetation in sensitive areas. The tree permit will be subject to the conditions set forth in TMC Chapter 18.54 (attached). PLEASE NOTE: Each lot within a new subdivision or short plat of five lots or greater will be landscaped with at least one tree in the front yard of each lot to create a more uniform streetscape. Short Plat Comments — Public Works: 15. Please provide a note on the plat indicating compliance with the Geotechnical Engineering Report by Spears Engineering & Technical Services dated October 18, 2000 and all subsequent geotechnical reports. 16. Please provide a note on the plat that no runoff, including downspouts, shall be infiltrated into the ground through "dry wells" or perforated infiltration pipes and trenches. 17. Please provide City of Tukwila vertical bench mark information on the plat. 18. Please provide the existing and proposed legal descriptions on the plat. 19. A peer review of the geotechnical report is required per TMC 18.45.080(E)(4). Applicant is required and has verbally agreed, to pay for peer review of geotechnical reports and studies. Permitting (Improvements): Once the required revisions to your Short Plat application have been provided and you have received preliminary approval, you must apply to the Public Works Department for a Miscellaneous permit for land altering, curb cut and access, storm drainage, street use, fire loop and hydrant. The submittal should include plan sheets and construction specifications. An infrastructure design and construction manual is available from the Public Works Department. z W. L JU 00 � o w= L L . , w 0. 2 J u_ j = I- mu z �0 zt- LU U • � 'O N' O I- w• w .1— v_ O wz • o O z Mr. Wally Chin Ms. Bonnie Babcock February 23, 2001 Page 4 The following will be required by Public Works in connection with the Miscellaneous permit application: 20. A bond in form acceptable to the City Attorney pursuant to TMC 17.23.030 if improvements are to be deferred. 21. A storm water technical information report, based on Department of Ecology criteria. 22. Individual house foundation and drainage systems shall meet a specific geotechnical assessment, with final design recommendations. 23. Copy of all private ingress, egress and utility easements. 24. Copy of any private storm water maintenance agreements. 25. All utilities are required to be underground, per City ordinance. 26. Civil Plan Requirements: a. Civil plans shall be designed per City of Tukwila standards, details and specifications. b. Locate the water main on the plan sheet within 53rd Avenue South. c. Show the sanitary force main within 53rd Avenue South and provide a note on the Civil plan sheet to protect during construction. d. Storm design criteria must be based on Department of Ecology standards. Next Step: Upon receipt of all of the documentation requested in Items 1 through 19 above, we will continue processing your SEPA and Short Plat applications. If you have any questions regarding Public Works comments, please contact Dave McPherson, Associate Engineer at 206 -433 -0179. If you have any questions regarding Planning comments, please contact me at 206 -431 -3663. Sincerely, Deborah Ritter Associate Planner cc: Mike Alderson, Assistant Fire Chief Dave McPherson, Associate Engineer MEMORANDUM TO: PLANNING DEPT. — Deborah Ritter, Associate Planner FROM: PUBLIC WORKS DEPT. — David McPherson, Assoc ate Engineer DATE: February 22, 2001 SUBJECT: Wally Chin — 5 Lot Short Plat 16628 - 53rd Ave. South SEPA, Short Plat, and Informational Comments SEPA — E2000 -028 The environmental checklist should be revised to reflect the following comments: B.Environmental Elements 1. Earth d. Yes. History of unstable soils to the. East of the site and between freeway (I -5) and the site. e. Cut and fill quantities do not match fax from Baima & Holbmerg Inc., showing totals as 300cy fill and no excavation. 1. Air b. Emissions from traffic on 53rd Ave South c. Also add - Dust control note on civil site plan sheet 2. Water c. Water Runoff (including storm water) 1. Storm water discharges to (WSDOT), not to the City's existing storm sewer 2. Wastes are discharged to Val -Vue sewer district, not to the City's existing sanitary sewer 14. Transportation d. Frontal improvements including sidewalk along 53`d Ave South 16. Utilities b. Electricity - Natural Gas - Telephone - Water — Highline Water District Sanitary Sewer — Val -Vue Sewer District Short Plat — L2000 -0074 1. Provide Washington State Department of Transportation (WSDOT) approval, for discharge of storm water, within their right -of -way. 2. Frontal improvements along 53rd Ave South are required, including City Of Tukwila standard sidewalk. Rockery along full width of site frontage, is necessary to be replaced. 3. Verify that all private access, including driveways, shall not exceed 15% slope. Short Plat Survey Site Plan 1. Provide note on short plat map, to comply with Geotechnical Engineering Report, by Spears Engineering & Technical Services, dated October 18, 2000 and subsequent geotechnical reports. 2. Provide note on short plat, that no runoff, including downspouts, shall be infiltrated into the ground through "dry wells" or perforated infiltration pipes and trenches. 3. Provide City Of Tukwila vertical bench mark information on short plat map. 4. Provide existing and proposed legal descriptions on the short plat map. Informational Comments Short Plat Site Development Plan 1. A peer review of the geo- technical report is required per City Of Tukwila codes 18.45.080.E and 21.04.140.A. Applicant is required and has agreed verbally, to pay for peer review of geo - technical reports and studies. 2. Individual house foundation and drainage system, shall meet a specific geotechnical assessment, with final design recommendations. -3: Show water main on Civil plan sheet within 53rd Ave South. 4. Provide a copy to the City, all private ingrees, egress & utility easements. '--5� Provide a copy to the City, any private storm water maintenance agreements. 6. All utilities are required to be underground, per City ordinance. Show sanitary Sewer force main within 53rd Ave. South, provide note on Civil plan sheet, to protect during construction. 87—Storm design criteria, is based on Department of Ecology (DOE) standards. Miscellaneous Permit 1•. Upon approval of preliminary short plat, from the Planning Department, the applicant may apply for Miscellaneous permit approval. 2. Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. 3.. An infrastructure design and construction standard manual; is available at the Public Works Department. 4. Provide a storm water technical information report, based on Department of Ecology criteria. (A) City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director PUBLIC MEETING NOTICE Dated February 12, 2001 There will be an informational meeting held on a proposed 3 -lot short plat (located at 16804 53rd Avenue South) and a proposed 5 -lot short plat (located at 16628 53rd Avenue South). This meeting will take place on Wednesday, February 28, 2001 from 6:00 to 8:00 p.m., in the Tukwila Community Center Meeting Room (12424 42nd Avenue South). City staff will attend the meeting to provide information and answer questions about these proposed short plats. The applicants (Gilbert Chin and Wally Chin, respectively) and their engineers have been invited to attend. If you have questions, please call Deborah Ritter, Associate Planner, Department of Community Development at (206) 431 -3663. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 City of Tukwila Steven M. Mullet, Mayor Department of Community Development February 2, 2001 Mr. & Mrs. Forrest Akre • Mr. Ed Bauch Mrs. Leland Chumlea Ms. Rena Davis 3' Mr. & Mrs. Raymond Ellison Ms. Dorothy Farrell Mrs. Winnie Fincher Ms. Cynthia French o Ms. Betty Fritz Ms. Victoria Fry Mr. & Mrs. William Garjanee Ms. Phyllis Gittsy • W.J. Hanley Re: Chin 5 -Lot Short Plat 16628 53rd Avenue South E2000 -028 (SEPA) L2000 -074 (Short Plat) Greetings: Steve Lancaster, Director • Mr. & Mrs. Dwayne Hayes Ms. Sylvia Heath • Ms. Mildred Heppenstall Mr. & Mrs. George Kempf Ms. Murdena Kerr • Mr. & Mrs. David Morgan Mr. & Mrs. Mark Ohlstrom i Ms. Sharon Olson e Mrs. Corinne Pasquan e Ms. Becky Taylor Ms. Brenda Tillery Mr. & Mrs. Steven Voiland Mr. & Mrs. Paul Willoughby We have received and carefully read the comment letters you have submitted, both individually and as a group. In your letters, you have expressed various concerns regarding the impact of the proposed five lot short plat. Many of your letters focused on the short plat's effect on future slope stability and drainage. In your letters you have also mentioned that you are worried about an increase in noise and traffic levels as well as increases in overall neighborhood density. The loss of existing views (and their relationship to property values) has also been identified as areas of importance to the neighborhood. Background Information: Specific code criteria must be satisfied before the City of Tukwila can approve a short plat proposal. The following is an overview of those criteria. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Chin 5 -Lot Short Plat February 2, 2001 Page 2 Property may be divided (or "short platted ") into smaller pieces, subject to State regulations and Tukwila code requirements. The size of these smaller pieces will vary depending upon the code requirements of the applicable zoning district where the property is located. Your neighborhood is zoned Low Density Residential ( "LDR "). This zoning allows a minimum lot size of 6,500 square feet. This zoning has been in place since the implementation of the 1995 Comprehensive Plan and is the primary type of residential zoning in Tukwila. z QI- =z F-- w 6 00 CO cn w J H Cr) LL w Short plats of 6,500 square feet in size are allowed in the "LDR" zone if they 2; meet a number of criteria. These criteria regulate the distance of a proposed a. house from property lines as well as the size of any accessory structures (such D. a as garages). A minimum of two off - street parking spaces is required to be 1- _ located on each new single - family lot. Construction activities are subject to the z City's noise ordinance between the hours of 10:00 p.m. and 7:00 a.m. The z o maximum height of any new single - family home is limited to 30 feet. The City of g Tukwila does not have any type of view protection ordinance. n 0 o For your reference, we have attached a copy of TMC 17.12, Detailed Procedures w w for Short Subdivisions. Deborah Ritter, Associate Planner, can provide you with more information regarding the Planning Department's review of these files. She u_ o can be reached at 206 - 431 -3663. w 0 Developments proposed on or near steep slopes are required to provide a geotechnical report in form and content satisfactory to the Public Works Department. Issues pertaining to slope stability, slope setbacks, erosion, surface water and utilities are evaluated by that department. Public Works will also review the proposal for compliance with City standards regarding streets, access and related traffic issues. Dave McPherson, Associate Engineer, can provide you with more information regarding Public Works' review of these files. He can be reached at 206 -433 -0179. Another application for a short plat has been submitted for the property at 16804 53rd Avenue South. The owner (Gilbert Chin) is proposing a three -lot short plat at that location. If you should have any questions about this file, please contact Alexa Berlow, Associate Planner at 206- 431 -3673. The file reference number is L2000 -073. z Chin 5 -Lot Short Plat February 2, 2001 Page 3 Next Steps: The City's Planning, Public Works and Fire Departments are now reviewing the above - referenced applications for the Chin 5 -lot short plat. This review will take a number of weeks. The Short Plat Committee (comprised of the Fire Chief and the Directors of Public Works and Community Development) will make the final approval or denial of the short plat. Once an approval or denial is issued, a formal Notice of Decision will be posted on the site. The Notice of Decision will also be mailed to each of you, as parties of record. z _~ ;,_ z ce w. 6 J U: UO N O. w =` N w 0: Before the Short Plat Committee makes its decision, the City would like to hold 2 an evening meeting with interested neighbors. You will be notified of the date, g D- u.. time and place but we anticipate that the meeting will be held in mid to late ° February. We will be prepared to discuss both the 5 -lot short plat and the 3 -lot = w short plat at this meeting. z �. �o The decision of the Short Plat Committee is appealable to the Hearing Examiner. ?. Specific information regarding the length of the appeal period will be included in ° the Notice of Decision. The appeal period will be a minimum of 14 days in O 5: length. All appeals to the Hearing Examiner must state specific errors of fact or ° 1--: errors in the application of the law that were made in the decision being 10. appealed, as well as the harm suffered or anticipated by the appellant and the u o: relief sought. . z = z We hope this addresses your concerns and questions. If you should have additional questions or would like to make an appointment to review these files, please do not hesitate to contact us. Sincerely, Steve Lancaster Director, Community Development cc: Tom Keefe, Fire Chief Jim Morrow, Director, Public Works Dave McPherson, Associate Engineer Alexa Berlow, Associate Planner Deborah Ritter, Associate Planner - RECEIVED CITY OF TUKWILA • JAN 1 6 21101 PERMIT CENTER &1_i iLs c7Ict)±5 -ecl -1-47? no 1__C?S9 fz- 1115. k y -a( c\rk-E-5 5" 01 1, VC1-5 la,° e__5_5 CQ-(A• -c,a 1 , r P ocr e 55 Irva_s i)c,a) z)e-s e- Co kiz (AAgIL____11,620fri 1 kiv (LS 5 cucz-YL 5 "( e L- D ccst, P e. e4 7 esi A- 5 ep Nc,kst,L-R, 6 " P...a.5.3 ("A c 6 C .1 5 I. TD55.da-e..J. Neec__,e_A ) • ,.,-,,!,,,,.....,,...,.;‘...-,,,L,A.,ka,t,..:40;,,,,4:4;040vAitrikz.-.!5,...i."*.f:-:4LhW2,,,:+01:t0.4k,',V4inl;;g;ft,11.F•,1= Ed Bauch AVAVAVAVAVAVAVAVAVAVAV 16603 53rd Avenue South Tukwila, Washington 98188 Telephone (206) 243 -0774 Department of Community Development City of Tukwila Re: Wally Chinn five lot short plat. I have concerns regarding the subject short plat. 1) I do not believe the applicant knows the geophysical history of the area he proposes to plat. There is past land movement both during Freeway construction and later. 2) I am concerned on the way the lots will have to be regraded to handle building sites. 3) Because of the steepness of the site I am concerned about on street - parking. 4) I am concerned about the possibility of the view blockage of the homes to the west. 5) I am concerned about earthquake hazards. 6) I am concerned on the handleing of the surface water. Having lived at my present site for 40 years and observing the construction of the 15 freeway and its massive movement of soils and the grading done to 53rd Ave S for utility undergrounding I express these concerns. 1 am willing to discuss these issues in person. Ed Bauch RECEIVED CITY OF TUKWILA JAN 1 2 ?r' Pentittr- z w 00 cn w: W =, J H WO ga =a _. zI I- 0 Z I- 2 UD O -` O 1-' W • w • Z z city of Tukwila Department of Community Development Dear Sir: RECEIVED January A; 01 CITYOFTUKWILA AN PERMIT CENTER This is in reply to the Notice of Application received December 29,2000 re- garding creating a five lot short plat at 16628 53rd Avenue S., Tukwilaf Wash- ington. It was a shock that this quiet, lovely street was about to be invaded by mul- tiple buildings. When we built some 42 years ago, the area was zoned single family- -one house on one lot. Why should this change be made for the mere whim and financial gain of one person? This thinking is most detrimental to all the families. living in the immediate area. Much thought and scrutinizing regarding the problems should be considered before the City of Tukwila grants this request. Following are some imminent problems that would and could occur if the request were to be granted. 1. Increased traffic problems: on 53rd Avenue S. and on Tukwila's Vow Path; known to you as 54th Ave. S. between Slade Way and 5166th. This road is narrow - -not standard width -- perched very near the edge of the land - drop above I 5. 2. Slide problems. During the building of Highway 15, all of this area was found to be a 'slide area'. One family was forced to move because of this. There have been several slides on the Tukwila Cow Path, one on Klickitat Drive, which necessitated road closures and repairs. 3. Devaluation of property and house. 4. Views of Mt. Rainier would be partially or totally eliminated depend -. ing on the height of the structures, This would be unthinkable as we all purchased this property because of the view, and no one should have the power to eliminate or change this. For many a year we have been happy living in the City of Tukwila. As Mayor Mullet stated in the recent January Hazelnut,. "Yet we're retained our residental neighborhoods and the back fence is still the best source of information (al- though even that will probably be moving to the web soon! "). To this we agree, and trust the mayor is sincere in applying this to OUR street. • W. J. Hanley 5162 S. 170th Tukwila, Wa. 98188 2'06- 244 -2209 Yours truly, Mildred R. Heppenstall 16615 53rd Ave. S. Tukwila, Wa. 98188 206 - 244 -1151 CC: Mayor Mullet Each Tukwila City Council member z cG w UO w o. 11.1 F- w0 LL-J d �w z= H ZI Lu U� O - • H. =U O w.• U -(2 — O 1— 2E City of Tukwila Department of Community Development Subject: File Numbers: E2000 -028, L2000 -074 January 9, 2001 I wish to comment on the requested short plat described in the above listed files. I have lived on the property, which adjoins to the south, for 40 years and thus have some knowledge of the conditions. There are concerns which I believe should be more thoroughly addressed. 1) There is a question regarding soil stability. The cut that was made, to the east of the property in question, during freeway construction revealed layers of clay and sand with significant surface water flow. The hillside instability was shown by the slide that carried part of 54th Ave. S. down onto the freeway some years ago. I believe that safety and liability concerns would dictate more and deeper soil tests to determine the risks associated with construction on the eastern part of the property. Any slippage along the east side of the property would endanger the sewer line which parallels the freeway right -of -way. 2) The short plat request indicates a drainage easement along the north edge of the property. I am concerned about the extent to which the amount of water flow has been examined. The house adjacent to the north requires a sump pump in the basement due to the subsurface water level and flow. Building on the subject property would not only encounter problems for the new homes but would also have the potential to adversely impact the home to the north. The amount of water moving through the hillside is significant. I have visible evidence of this in my front yard which is some what below street level. 3) The investigation of items 1 & 2 should not be limited to the dry season. 4) The existing slope of the land, especially the steep drop from the street, will cause a serious access problem. If cutting is involved the water table issue will be encountered; and if fill is required, the properties both to the south and to the north of the plat area would be exposed to drainage problems. 5) The combination of small lot size and number of lots requested will cause problems for providing adequate parking. Parking will spill over onto the street and create congestion and line of sight safety problems due to the crest of the street slope. Cars attempting to exit the property from the necessarily steep driveway will face /cause a safety hazard if cars are parked on the street adjacent to the driveway entrance. 6) Tukwila may lack an ordinance regarding blocking the view of neighboring property; but the property to the north is view property, and the property value of that home will be seriously impacted by the loss of view if three houses can be built to the south and east of the normal back line of the houses. Dwayne F. Hayes 16634 53rd Ave. S. Tukwila, WA 98188 .xr , i:�6e(HeY�iB,uNS:a kvfilif 3vPi1 ^ -N' RECEIVED CITY OF TUKWILQ JAN 1 0 2001 --7 PERMIT CEf4TER r�- n,- .�,- ,w. <,:e +,'t ^ -,. �.an.�r•..r r; Vin,. -.x� �' y„M sY.�:NSTi,- ti�:"T,' •, City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF APPLICATION DATED DECEMBER 29, 2000 The following application has been submitted to the City of Tukwila Department of Community Development for review and decision. APPLICANT: Wally Chin LOCATION: 16628 53rd Avenue South, Tukwila FILE NUMBERS: E2000 -028 (SEPA Determination) L2000 -074 (Short Plat) PROPOSAL: Create a five lot short plat OTHER REQUIRED Land Altering Permit, City of Tukwila PERMITS: Building Permits, City of Tukwila These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on January 12, 2001. If you have questions about this proposal contact Deborah Ritter, the Planner in charge of this file at (206) 431 -3663. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. a2,„)/ Ic4 E//i'cel`?( ety )off 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 SHORT PLAT NO TUKWILA, WASHINGTON FO. INC L5 15050 1101E0 3 -00 FO. 2• DRASS DISK IN CONC M101 PUNCII NARK (ENCASED) NA ITO 3 -00 111K\L NW CON SEC 26 -12344, 641 U) WE51 1/, COP SEC. 25 -42311• VP 056,00 tt• CURB SIDEWALK CEDAR 11ED0E 5—� S' DRAINAGE E5M1 AS DEUIIEATEO ON FACE Or PLAT .266 �_FNO.O - 5 5.53• I 1 IRON PIPE r2A B NT 1 1 7-- W 619306 s.r �•N '�� 16.2400k U611YNG/IIE5. y E -55 y� / 2 11I- _ �IZ_' -- --/ -- —1-(T< ii�l6• b ( 1,, , 5 6 6.01; E E. 22 RECORDING NO. VOL/PAGE SCALE: I (NCB - 00 rt. MARI■ I 1 15' 30' 60' PORTION OF _3i_1/4 of _231_1/4, __1_� %/ 112.6_ j_ / _,i - J, 7 ,h'°°, r / // // /0 1 / 1/ /Lor •t // J/ i' 6.9SO.L�F.t / I / I /// /.1 / 11 /1 i+ /� 1 _ LL % / Ill i ;t.7e --/.:/- / 112.77./ l� F / 73.50 it / r -7• ■ r 1 I 1) ) LOT -1 / / 6.9/2 S ..: 1 .. /I .' / / 1 / / / I C A0r 54509E0W71 E/U\ ' � I I1' / / _11- J / 60.00,, —J 1 11 / / / :/ / •73. 7'" 74. l }}}... ( LOT /• 1 ( 6.931 S 8) (0151100 HOUSE TO REMAIN r 150.50• 111 NIN Itl 1 1; ) ry0 / / 722 7 _ - 7 -_- `I- � 1/ %ISRNC \1 ) C LOT 101E • Al fir 1,r /F )W ar 1 1 r/. 1 / I I 1 ' LOT 5 ° 1 6;917 5. 3 / / / / 1 / / 1.1 / J / / / 110USE 5 6605'49' E MMFFaD4r S THE PLAT Cr VALLEY NEW 1104IE5 AS RECORDED W VOLUME 56 Or PLATS AT PACE 51. RAC[ OF RFARINr WEST UNE Or THE 60BOI6E5T WARIER Or SEC. 26,12311.81E BEING 5 01•3'56• W 1,4 T9— S 6605'12' E I076.2I t' II2 1V. 1 1' IRON PIN IN CC (ENCASED) •511E0 3 -00 22267 S 168TH ST (VACATED) z 10' SAN. SEWER UT AF 6203000494 SCALE: I' =30 FEET 0 15 30 60 'INSTRUMENTATION' NSRAA4NT USED 5 800.0 IOIAE 57450< FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS, UINIUUU CLOSURE OF LOOPS WAS 1:22.000, IN ` COPVDANLE NIRI WAC 332 -130 -090. LEGEND B) UONUUENT 10U170 TYPE AS 110110 O FOUND REBAR B SET REDAR AND CAP L5 /11332 O IRON PIPE FIRE 11YDRMT ST CHERRY FREE ® APPLE TREE © UAPLE TREE ▪ NR TREE CITY O 1 DEC I I nag SHORT PLAT FOR WALLY CHIN Balma & Holmberg Inc. E N O I N E E R 9 & S U R V E Y 0 R 9 100 FRONT 9TRD.T SOUTH ISSAQUAIL WASHINGTON 56527 (426) 302 - 0250 OWN. BY MM DATE 11 -29 -00 JOB N0. 733 -013 DWG N0. 733 -0I3SP CMIKO. BY WSH SCALE SHEET 2 OF 2 Z = 1_' ~ W re 6 JU U O co 0 LU W 1L W0 2 • • ga • =• d W Z 1'- Z O. • W LLI 160 :Q =I ,^ I- uJw -O • u) o • Z DAVID & NADINE MORGAN 5190 South 166th Street Tukwila WA 98188 Phone and Fax (206) 243 -0900 ChaseMorgan @msn.com January 9, 2001 Deborah Ritter City of Tukwila Dept of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila WA 98188 Re: Wally Chin Short Plat Application Dear Ms. Ritter: CITY OF TUKWILA JAN 1 '1 2O )1 PERMITC£NT ER lcp This is in response to the Notice of Application we received from you dated December 29, 2000 regarding the Wally Chin Short Plat at 16628 53rd Avenue South, just down the street from us. Our concerns are that any development occurring in our neighborhood be done in such a manner that it compliment the existing residences, preserve and enhance the views and character of our street, and be done with attention to environmental and safety issues. You will note, for example, when you visit 53rd Avenue South, that all the homes on the east side of the street have been built at a lower elevation than the homes on the west side. This was done with a great deal of thought, and the neighbors up and down the street have always worked with each other when landscaping their own yards to make sure that other folks' views are preserved. We hope that this will be taken into account before any building permits are issued. Your attention should also be focused on issues of slope stability. We do not know if the slope in this instance is steep enough to be subject to the Sensitive Areas Ordinance, but it perhaps should be. We are more concerned with the information we noted in the file in the Geotechnical Report and on the environmental checklist. It appears that test borings were only done to a depth of six feet and that the applicant believes there is no history of unstable soils in the immediate vicinity. This is definitely not true. In fact, our neighbors believe that the six foot depth at the lower level only tests fill materials brought in during prior construction activities. We understand that borrow materials were excavated from various places on the hill slope in the early 1960's and this led to small landslides. Klickitat Drive experienced a slide in November of 1984 and is periodically repaved in one place where it sinks from time to time. There has been a slide on the property below Slade Way and 160th, the former proposed site of a large apartment complex. That development was halted about ten years ago when the Washington State Department of Transportation refused to accept exposure for increased legal liability for use of it's drains to maintain stability of . srcn. oax+ rn .•v±-5*�:rp•:r!vpx• +!'!::'r"+• rk the slope. 54th Avenue South, between Slade Way and South 166th Street has also slumped in the past. We are aware that the State of Washington did additional work in the recent past along 54th Avenue South when it enlarged the freeway below the proposed development, but we do not know the extent of what that entailed. We believe the City should satisfy itself in that regard before it allows construction of homes on the very edge of the freeway. We wonder if a 35 foot setback is safe, considering the weight of a new home? Perhaps it should be more like 135 feet? Perhaps the applicant should post a significant bond as insurance that any homes built will not slide? Another issue is whether or not the noise level so close to the freeway is acceptable. We do not pretend to know the answer to this question, but we believe it should be reviewed by City staff. What is the decibel level at the site? Lastly, we are curious as to why a 5 -lot short plat is allowed for a private street. We were under the impression that four Tots was the maximum number allowable for adjacent lots owned by the same or related parties. Thank you for the opportunity to comment on this project. Very truly yours, 3t-t7d /j' C ae.;'% David & Nadine Morgan Neighbors z �Z re CI: w 1,1r J I_ V) (L; W o; =a I— III z' z�, 1-0: • wI-• ut U ,0 •w z; _t z Department of Community Development Attention: Steve Lancaster, Director City of Tukwila Tukwila, Washington 98188 16825 53. Avenue South Tukwila, Washington 98188 January 9, 2001 RECEIVED CITY OF TIJKwII A JAN 1 2 2001 RE: Application of Wally Chinn Short Plat on 16628 53rd Avenue South PERMIT CENTER I would like to ask you not approve this short plat request, as it is not in line with the adjacent properties on this street. By doing so it will have a deterrent effect on the neighborhood. Also, this would make it become a high density area. The. road around the hill is narrow and will not carry a high amount of traffic, which would come with multiple living spaces being built. Please give this application some careful thought as to how it would effect those of us who already have built here. Thank you, Corinne Pasquan (Mrs.) z 2, 00 CO o! CO w W J � CO (L w 0: 2 J :n D. =d z 1. o zE--, i0 1-' ;w W: U z. w z January 8, 2001 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Deborah Ritter, I have been a homeowner at 16816 53`a Avenue South, Tukwila, WA since May of 1996. I purchased the house from family friends who were the original owners dating back to 1957. Therefore, I have been familiar with this housing development for many years and have a great sentimental attachment to keeping it in its original state. I am strongly opposed to the proposal of a five lot short plat going in at 16628 53`d Avenue South, Tukwila. I feel that the community has a consistent ambiance about it with the large lots and single- family dwellings on them. In adding these houses it would drastically change the appearance as well as the traffic flow in the region. I believe it will lower the value of our property by creating an infusion of lower income housing to the area. We have all worked very hard at maintaining our properties and would like to see the value remain intact. There are many other areas in the region that building would be much more suitable. 1 trust you will make the right decision in disallowing this land altering permit. Strongly opposed, Becky Taylor /JefL-- S - CIT RECEIVE K°wu.A JAN 1 0 2001 `PERMfl- CENTER 1)c ( z j- w Ce 6 - U: U O' to w. w= J 1- U) u_ wO g ?: Fw' z. _ F- o z t—, w U1:3 Oco: Co 1--' w W'. Vi 1.11. z` O • F- z January 8, 2001 Mark & Cathy Ohlstrom 16819 53rd Ave. S. Tukwila, WA 98188 City of Tukwila Department of Community Development ATTN: Deborah Ritter 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Dear Ms. Ritter: My wife and I are writing to formally state our opposition to the proposal from Mr. Wally Chin to create a five lot short plat on the property located at 16628 53rd Ave. S. My wife and I have lived in this neighborhood since 1984. We have enjoyed the quiet, residential nature of this neighborhood, with single family homes located on fairly large lots. Many of the residents of this neighborhood have lived here many years as well. Many of us value the quiet, residential nature of this neighborhood. My wife and I are very concerned that the referenced proposal will significantly impact the quiet, residential nature of this neighborhood by adding four additional homes on very small lots. This proposal, if approved, has the potential to add significant additional traffic and noise and to detract from the quality of life we enjoy. We can understand short platting this parcel into two lots and perhaps three, but certainly not five. We request that you carefully consider this proposal and look to maintain the character and integrity of this valued neighborhood. We appreciated your time and effort in reviewing this matter. Please feel free to contact either my wife or I at (206) 244 -0837 if you have any questions or wish to discuss this matter further. Thank you. Sincerely, 00,21 //7 Mark & Cathy Ohlstrom RECEIVED CITY OF TUKWILA JAN 1 2 ?NI PERMI }T TbC. January 7, 2001 To: The Department of Community Development Re: Chinn short plat on 53rd Ave South, Tukwila WA 98188 To whom it may concern: It came to my attention that Mr. Wally Chin has applied for a short plat of property that he owns on 53rd Ave South in Tukwila WA. This short plat greatly increases the density of homes per acre. I did not receive any written notification that a short plat had been applied for or was under consideration. My property is located just three houses away from the short plat. I believe I am entitled to receive notice on any land changes of this nature. I demand that this short plat not be approved until ALL property owners have been properly notified and given a chance to respond to the proposal. Betty L. Fritz Betty L. Fritz 16650 53rd Ave. So. Tukwila WA 98188 sag J)3, MNQEIVED �fT of TUKWILA JAN ,_. 9 2801 �J7G� January 7, 2001 To: Whom it may concern: Re: File number # E2000 -028 (SEPA Determination) L2000 -074 (short plat) My name is Betty L. Fritz and I own the house located at 16650 53rd Ave. So. Tukwila WA 98188. My husband and I purchased this home in 1960. One feature we liked was the fact that the homes on this street had large yards. We did not feel crammed in next to each other. Living on the edge if the valley added to the feeling of open space. Fifty third Ave. South is a street of homes with views. If the proposed short plat on 53rd Ave South by Wally Chin is granted , it will set a precedent that will forever take away the charm of the neighborhood. My understanding is that Mr. Chin wants to add four more houses to the two lots where one home now exists. Sudivided these must be small lots. How can four houses on small lots all enjoy the awesome views of the valley and mountains? More houses will increase traffic. This neighborhood lives with Interstate 5 (I -5) traffic noise. We do not want to feel like we live on it. The building of 1-5 gave us the opportunity to purchase the vacated street. We were permitted only to purchase the land directly behind our home. For a second time these large lots were established for one home only. They should remain limited to one home per existing lot. Before I -5 was put in this hillside was known for it's clay pits. Clearing more property and adding that many homes may endanger the integrity of the hillside. In addition, the Greer property has dealt with water problems for years. These are legitimate concerns. We have no desire to become another sliding hillside news story. While I oppose the approval of the short plat, I do believe that the addition of one home would not change the ambience of the neighborhood. I also believe that Mr. Chin can develop the lot, build a single home and and sell it at a profit. Wally Chin does not have this neighborhood's interests foremost in this planned development. He is a landowner on this street but does not live here. He is interested in this neighborhood from a financial standpoint first. It is up to the homeowners and the City of Tukwila to look out for the best interests of the neighborhood. Thank you for your time and consideration, *4,4Betty L. Fritz AtoveD CRY OFT L nt Al JAN -92flJi Reamirr Yt 1 January 6, 2001 RECEIVED CITY OF TUKWJL4 JAN i fi €,1 Dept of Community Development PERMIT CENTER City of Tukwila Subject File Numbers: E2000 -028, L2000 -074 In response to the notice of application by Wally Chin regarding a proposal to create a five lot short plat, I, as a property owner next door to this proposal, is very much affected and wish to be on record as most strenuously opposing the granting of the requested permits. First of all, I have not received any notification regarding such a permit. I heard about the notice by a phone call from several of my past neighbors in the area. If I get this notice in the mail on Monday, January 8, it will be too late to get a response to you by the 12th which is the date of the discussion regarding this notice, according to the neighbors, as mail takes a long time to get from Seattle to Texas for some reason or other. I feel the right to develop property should not be allowed to damage the property value and quality of life of the people who own property and live in the neighborhood. Since I plan on returning to the area upon retirement I do now want to have five houses in an area where only two should be placed. Our neighborhood is, and has been characterized by a single family home of quite consistent lot and house size. We are sure that the proposed short plat will severely impact the neighborhood and thereby the property values of all owners. Further, quality of life will be impacted by loss of views, loss of privacy and the introduction of higher density housing in relation to existing lot sizes. Tukwila has been criticized in the past for not having enough single family neighborhoods, and the city has diligently worked to change the ratio by favoring single family areas. While the proposed short plat would involve single family buildings, the density and lot sizes involved would be totally out of character with the established neighborhood and would cause irrevocable damage. The granting of a permit for such a short plat would cause great damage by setting a precedent that would lead to further loss. I strongly urge the city to reject this application and protect' the property values and quality of life of the peoble in this established neighborhood. Sharon Olson 738 Fall Creek Huffman, TX 77336 (owner of 16612 53rd Ave. S.) RECEIVED CITY OF TUKWILA '.) PERMIT CENTER January 6, 2001 Penny & Roger Curfman and Dept of Community Development To Whom it may concern: In response to the notice of application by Wally Chin regarding a proposal to create a five lot short plat, I hereby designate Roger and Penny Curfman and/or Dwayne Hayes as my spokes persons in any hearing of said permit. Penny & Roger Curfman have been renters at 16612 53rd Ave S. for over 13 years and I feel they are highly qualified to be my spokespersons. I strongly urge that the Dept of Community Develbpment listen to their voice in this matter. Sharon Olson 738 Fall Creek Huffman, TX 77336 (owner of 16612 53rd Ave. S.) RECEIVED CITY OF TUKWILA PERMIT CENTER PROPOSED 5 -LOT SHORT PLAT (AT 16628 53RD AVENUE SOUTH) The greatest numbers of homes of this neighborhood were established 40 years ago or more. The nature of the area has been, since that time, one of quiet and stable family units - many of us having moved in as young adults and have matured, as has the neighborhood itself. It relishes its serene views and pleasant spaciousness. Now the proposal to interject short plat dwellings diffuses the nature of our established neighborhood. It goes counter to advice which Michael Freedman, an international expert on urban design and redevelopment, offered on March 7th of this year in a presentation sponsored by our Tukwila mayor and City Council. Mr Freedman very pointedly recommended that established neighborhoods which have retained their integrity over the years not be diluted with inappropriate changes or additions. He stressed the negative impact on private property values in such circumstances. That is exactly pertinent to this situation. We are an established, middle - class, serene area with a valuable investment, and we value what we have. The proposed short - platting overrides all of that for the sake of outsider profit. Fill the open lot with a single home to complete the neighborhood, and don't make it a development produced merely for the sake of profit. Mr. and Mrs. William J. Gorjance qellat‘;cy,,, 3.)-t-rf) 16604 53rd Avenue South r Department of Community Development City of Tukwila Subject File Numbers: E2000 -028, L2000 -074 January 3, 2001 In response to the notice of application by Wally Chin regarding a proposal to create a five lot short plat, we as property owners in the neighborhood affected by this proposal wish to be on record as most strenuously opposing the granting of the requested permits. We feel the right to develop property should not be allowed to damage the property value and quality of life of the people who own property and live in the neighborhood. Our neighborhood is, and has been characterized by a single family homes of quite consistent lot and house size. We are sure that the proposed short plat will severely impact the neighborhood and thereby the property values of all owners. Further, quality of life will be impacted by loss of views, loss of privacy, and the introduction of higher density housing in relation to existing lot sizes. Tukwila has been criticized in the past for not having enough single family neighborhoods; and the city has diligently worked to change the ratio by favoring single family areas. While the proposed short plat would involve single family buildings, the density and lot sizes involved would be totally out of character with the established neighborhood and would cause irrevocable damage. The granting of a permit for such a short plat would cause great damage by setting a precedent that would lead to further loss. We strongly urge the city to reject this application and protect the property values and quality of life of people in this established neighborhood. Signature /J lG�3s• Address 663y 53n) A ✓c-, 53,E /66,P9-6- (.L.Q_g/ / — 3 - ac.“—de) .77 a4 t6iO2 53" Aui S, /- 3 - o/ / 3- 6� <=8-4A-e_e. /6 cA /,q- -d I RECEIVED CITY OF TUKWILA JAN 1 0 Pc-P P£Riatlfi igNis City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director December 20, 2000 OWNER: Mr. Wally Chin 15310 Macadam Road #A -303 Tukwila, Washington 98188 NOTICE OF COMPLETE APPLICATION AGENT: Ms. Bonnie Babcock Baima & Holmberg, Inc. 100 Front Street South Issaquah, Washington 98027 -3817 VIA FAX 425 - 391 -3055 Re: Wally Chin 5 -Lot Short Plat 16628 53rd Avenue South, Tukwila L2000 -074 (Short Plat) E2000 -028 (SEPA) Greetings: z w re f 6 O 0 rn o III ='. J to O W ga co w 1=_ z�.. F- O Z I— Your SEPA and Short Plat applications have been found to be complete as of December 19, 2000 for the w ui purposes of meeting state mandated time requirements. Essentially, this means that you have supplied the D o required items listed on the application checklists for these types of permits. ,0 cn, 0I- The next step is for you to install a notice board on the site (at a location that will allow people to safely = U access the information). This board must be installed within 14 days of the date of this letter (on or before January 3, 2001). Please let me know the date that the board will be installed so I can coordinate the mailing LI O of the Notice of Application. w z. UN H I- = 0 After the board has been installed I will provide you with a laminated copy of the Notice of Application to post on the notice board. After installing the Notice on the board, please return the executed and notarized Affidavit of Posting to me (also enclosed). We are about to commence our technical review process, which is the next phase in the processing of your SEPA and Short Plat applications. Although your applications have been found to be "complete", the items you supplied may have to be revised or amended. The City may also require that you submit additional plans and information to ensure the project meets the substantive requirements of the City and to finalize the review process. If you have any questions, please feel free to call me at 206 -431 -3663. Sincerely, 2�- Deborah Ritter Associate Planner Attachment 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z State of Washington County of King City of Tukwila CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan(llci.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) I (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I certify that on the Public Notice Board(s) in accordance with Section 18.104.110 and the other applicable guidelines were posted on the property located at (o(o as 52, t^& Rae. so so as to be clearly seen from each right -of -way primary vehicular access to the property for application file numbers L-20 00 - ©7 1-1 mot- E,'2 e0 I herewith authorize the City of Tukwila or its representative to remove and immediately dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourteen (14) days of a Notice letter. Applicant or Project Manager's Signature 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. SUBSCRIBED AND SWORN to before me this day of NOTARY PUBLIC in and for the State of Washington residing at My commission expires on • PUBLIC INFORMATION SIGNS: Public Information Signs are intended to make the public aware of land use and development actions which are being considered by the City, to facilitate timely and effective public participation in the review process. "On -Site Posting Periods" for public information signs vary based on the type of permits being requested. These periods are shown in Type 1. SIGN INSTALLATION AND SPECIFICATIONS Sign Size and Placement The sign(s) shall be 4'x4' in size, placed no closer than five (5) feet from the right -of -way at the mid -point of the more heavily traveled public street fronting the property (see Figure 2). A minimum of one sign is required on each project site. Additional signs may be required for larger sites or for properties with several street frontages. The sign(s) cannot be located within the required clear vision area depicted in Figure 3. The sign shall be prepared using the official templates provided in this packet or attachable letters (see Figure 4 and 5). Hand lettered signs are not acceptable. Signs meeting the established criteria may be obtained from any professional sign company. Signs Now in Tukwila (206) 271 -5465 and Fast Signs in Seattle (206) 368 -7331 are two sign companies providing this service. You may consult the yellow pages to obtain quotes from other sign companies. Sign Content • The title "Notice of Land Use Action." • Type of land use or development action, which is proposed. • Name of the proposed project. • Address of project site. • Name of the Applicant. • City of Tukwila logo (copy attached). • A graphic or written description of the site boundaries, and space for the Notice of Application and Notice of Public Hearing. • Additional information as the Director of Community Development may determine to be necessary to adequately notify the public of the pending land use application. G: IAPPHAN \LANDUSE.APP\SEPAAPP.DOC, 06/16/00 Decision Type Type 1 decision On-Site Posting Periods Duration of Posting Period For projects triggering SEPA review, posting shall take place within 14 clays after notice of the public comment period. Single Family dwellings are exempted. Type 2 decision 144 Type 3, 4, or 5 decision For any project requiring a Shoreline Substantial Development Permit G.IAPPI IANU.ANDUSE.A1'P\SEPAAI'P. DOC. 06/16/00 For projects triggering SEPA review, posting shall take place within 4 days after notice of completeness until the later of (1) 14 days after the issuance of a decision or (2) the date of any administrative appeal hearing. For all type 3, 4, and 5 decisions, posting shall take place within 14 days after notice of completeness until the date of the public hearing The Public Notice Board shall be posted for a minimum of 30 days Notice of Hearing At least 14 days prior to any public hearing on Type 3, 4, and 5 decisions open record appeal hearings on Type 2 decisions and closed record appeal hearings on type 4 decisions the Project Planner shall post the Notice of Hearing on any posted notice board(s) erected Removal of Posting Board Applicant is responsible for removing the posting board in a timely manner in accordance with the time limit described in the "Duration of Posting Period "section. FIGURE 1 6/99 z • = 1-: ~ w 6_ J U; 00 U U: w =. J F. w 0: LL Q" co d. H =. 1-0 z�—. U • �. o ('. O H ww 0 u. 0. ..z w o �. z NOTICE OF LAND USE ACTION Type of Action: Project Name: Site Address: Applicant: Site Map 14 "x21" Laminated Notice of Application 8.5 "x14" Laminated Public Notice 8.5 "x14" Laminated 7 to 9 feet Top of Notice Sign shall be 7 to 9' above grade Sign Materials Use 4'x4'x12' Post Use 4'x4' Plywood Use 1/2 "x 3 "Gale. Lag Bolts washers Sign Lettering Use Helvetica Lettering Black Lettering on White Background for all but the BoardTitie Red Lettering on White Background for the Board Title "Notice of Land Use Action" Logo 8 inch diameter See Figure 3 for lettering sizes and placement To Submit comments or obtain additional information Please contact the Department of Community Development at (206) 431 -3670 6300 Southcenter Blvd. Coo Tukwila, WA 98188 To See Figure 4 for a copy of the City Seal Andover Park West Project Site Nollce Sign placed S tegR; 111004 Ih "e propQrty hpe — 1111 - 1111 -1111 1111 1 I 1111 1111 1111 1111 1111 1111 1111 =1111 -1111= 1111 = 1111 =111 := 1111 °1111- 1111 - 1111 °1111 -111 °1111° 1111 =1111 = 1111 = 1111 =1 := 1111 = 1111 =1111= 1111 = 1111 = 1111 =1111= IIII_ — IIII -1111- IIII °III 1111_1111 -1111- IIII °_IIII = 1111_1111_ 111111 111111 ��1111 1111 7-- 1 ; =1111 = 1111 = 1111 = 1111 = 1111 =I11I =1111= 1, _ _ I IIII =IIII = 1111 =IIII = 1111 = 1 I, I = n u = t____ G: CAI 'PIIAN\LANDUSE.APPISEPAAPP.DOC, 06/16/00 • Notice Sign shall be located at the Stra nd er 81vd midpoint of the elle street frontage Posts should be placed no Tess than 2' -6" below grade Public Notice Board Sign Location Example Andover Park East FIGURE 2 z W2. Ce J0 •0 0 CO WI J u_ . W 2a LL Q 0 = a. F— _ Z�. t— O z�- w �o 0 o2 cl w uJ t... C1. itl z U= O~ z .-1 RESPONSIBILITY OF THE APPLICANT The applicant shall be solely responsible for the construction, installation, maintenance and removal of the notification sign(s) and the associated cost. The sign(s) shall be erected no later than fourteen (14) days after the Department of Community Development issues the Notice of Completeness and will remain erected until the date specified by the Department. The . applicant shall sign an affidavit, stating that the sign(s) were installed and posted in accordance with all City codes and ordinances. The affidavit of posting shall be submitted to the Department of Community Development by the applicant within fourteen (14) days following the issuance of the Notice of Completeness. If the sign is made illegible, removed or otherwise destroyed prior to the date of the final Public Hearing or final action by the City of Tukwila, the applicant is responsible for the immediate replacement of the sign. Failure to maintain the Notice Board in good condition is cause for the discontinuance of the review of the application until the Notice Board is replaced and remains in place for a specified time period. RESPONSIBILITIES OF THE DEPARTMENT OF COMMUNITY DEVELOPMENT The Department shall provide the applicant with all information necessary for the installation of the Public Notification Board. These materials include a copy of the City logo, size and materials requirements, and illustrated examples of a Posting Board. The Department will also determine the type of decision being rendered for this application and specify to the applicant the duration of the posted period. The Department shall post the Notice of Hearing on any posted Notice Board(s) erected pursuant to TMC 18.104.110 at least 14 days prior to any Public Hearings on Type 3, 4 and 5-decisions, Open Record Appeal Hearings on type 2 decision and Closed Appeal Hearings on Type 4 decisions. REQUIRED CLEAR VISION AREA NO SIGNAGE ALLOWED FIGURE 3 GA APPHANV.ANDUSE.APP\SEPAAPP.DGC, 06 /16/00 NOTICE OF LAND USE ACTION 1.5" (Lettering) TYPE OF ACTION: PROJECT NAME: SITE ADDRESS: APPLICANT: 1.5" (Lettering) TO SUBMIT COMMENTS OR OBTAIN ADDITIONAL INFORMATION, PLEASE CONTACT THE PROJECT PLANNER AT (206) 431 -3670 Tukwila Planning Division 6300 Southcenter Blvd. #100 Tukwila, WA 98188 1.0" (LETTERING) G:' APPHANILANDUSE.APP\SEPAAPP.DOC, 06/16/00 FIGURE 4 4' z re 6u: 6 J 0 00: W =. J N �. W 0, D- LL <' � d w z� I=0 zr w W: H U z. LU — 2. 0 ~: z FIGURE 5 G:\ APPHAN \LANDUSE.APP1.SEPAAPP.DOC. 06/16/00 Z Wes. .J U 0 cop` cn W J N W O: g -J LL. a, co • cif I- O` .Z I- AU f: • U S/2; • 2U H — O: • U • O z CITY OF TUKWILA Department of Community Development RECEIVED 6300 Southcenter Boulevard, Tukwila, WA 98188Y OF TUKWILA Telephone: (206) 431 -3670 FAX (206) 131 -36CT 6 2000 E -mail: tukolanOci.tukwila.wa.us PERMIT CENTER SHORT PLAT (P -SS) APPLICATION FOR STAFF USE ONLY Sierra Type: P -SS Planner: -Del a(i_.__.- File Number: L2_000_0711 Application Complete (Date: to _WI- c5b Project File Number: TEE:00 -Q2 Application Incomplete (Date: 11-'- ct ) Other File Numbers: EL©Q(' - ()de. NAME OF PROJECT/DEVELOPMENT: Wally Chin Short Plat 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. 16628 53rd Ave S., Tax Lots 885880 -0050 & 0055. Quarter: NW Section: 26 Township: 23 Range: (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. 4 r. 2 2000 Name: C 411:0. - mad b Address: 100 Front St. South Phone: 425- 392 -0250 Signature: G \APPHAN`LANDL'SE APP'.SHTPLTPT.DOC. 00/15!00 FAX: 425- 391 -3055 Date: I DI ZG /Dd State of Washington County of King City of Tukwila CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (106) 431 -3665 E -mail: tukplan& ci.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) I .e clip c_, I± (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I certify that on ! Z - 2.. 9 - 0 0 the Public Notice Board(s) in accordance with Section 18.104.110 and th9, other applicable guidelines were posted on the property located at I Io la arZ 53 r d) Sottith so as to be clearly seen from each right -of -way primary vehicular access to the property for application file number t ZOO - t7aR. an <Q, LWOO -07q, I herewith authorize the City of Tukwila or its representative to remove and immediately dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourteen (14) days of a Notice letter. Applicant or Project Manager's Signature On this day personally appeared before me ee:Wm E BA )3 G ©c 1-1 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. SUBSCRIBED AND SWORN to before me this - `, day of D EGt>4IBBj2 , Zfat7 MELVIN L. GRIFFITHS STATE OF WASHINGTON NOTARY —• -- PUBLIC My Commission Expires 7 -1 -01 NOTARY PUBLIC in and fo e State of Washington residing at /144Alib VA- y My commission expires on 7 —) —O I. .56 , n Orrlf.VOOPMF t- Z ;H W J U U0 to 0 WI - J N lL WO N u_ to 3 = d. Z I- 0 Z w 2o O — O H W W' H H O • Z' Ill co • 2• O ff'' Z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director z NOTICE OF APPLICATION < z DATED DECEMBER 29, 2000 ix w J U; oo N w w I APPLICANT: Wally Chin CO o w LOCATION: 16628 53rd Avenue South, Tukwila Q FILE NUMBERS: E2000 -028 (SEPA Determination) d L2000 -074 (Short Plat) Z w 1._ PROPOSAL: Create a five lot short plat z O ww OTHER REQUIRED Land Altering Permit, City of Tukwila 2 o', PERMITS: Building Permits, City of Tukwila o D-' These files can be reviewed .at the Department of Community Development, 6300 Southcenter '= v Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. u_ o: _ z'. OPPORTUNITY FOR PUBLIC COMMENT v 1 You can submit comments on this application. You must submit your comments in writing to z H the Department of Community Development by 5:00 p.m. on January 12, 2001. If you have questions about this proposal contact Deborah Ritter, the Planner in charge of this file at (206) 431 -3663. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. The following application has been submitted to the City of Tukwila Department of Community Development for review and decision. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 a`ismsrltir+J44,4.'.1 ✓.tl`k':r::: oil :1�3,5'4ui:a' =. ^.G.b)Ji.��k.M1"s • City of Tukwila Steven M Mullet, Mayor Department of Community Development November 3, 2000 Applicant: Wally Chin 15310 Macadam Road #A303 Tukwila, Washington 98188 Contact: Steven Grassia Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 Re: 5 Lot Short Plat (L2000 -074) SEPA (E2000 -028) Chin Short Plat at 16628 53rd Avenue South, Tukwila Tax Lots: 885880 -0050 & 885880 -0055 Gentlemen: Steve Lancaster, Director Contact: Chad Allen Baima & Holmberg 100 Front St. South Issaquah, WA 98027 We have received and reviewed your documentation for the above - referenced applications, submitted to us on October 26, 2000. Your SEPA and Short Plat applications have been consolidated. This means that both applications are being processed together because they are related to the same project. We have the following comments. Your applications have been found to be incomplete. In order to continue processing your applications there are additional items that must be submitted to the Department of Community Development. These items are listed below. For your reference, we are enclosing a copy of Tukwila's Title 17, Subdivisions & Plats as well as TMC 18.54, Tree Regulations. Short Plat Application: 1. The "Affidavit of Ownership and Hold Harmless" form you submitted on October 26th was executed by Wally Chin. However, according to tax information received from King County (dated October, 2000) as well as your own title report (dated March 15, 2000), the property is owned by Jasbir Singh Bassi and Jaswinder Kaur, husband and wife. Per TMC 18.104.060(5), please submit a current title report or other proof of Mr. Chin's ownership of the property. If Mr. Chin is not the property owner, please have the current owners execute the Affidavit in the presence of a notary and return to the undersigned. We have enclosed a blank Affidavit for your convenience. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Wally Chin Steven Grassia Chad Allen November 3, 2000 L2000 -074 (5 Lot Short Plat) E2000 -028 (SEPA) Page 2 2. The survey of the short plat shall include the following (per TMC 17.04.060): z w c4 2 a. A statement to be signed by the Public Works Director approving the o survey data, the layout of the streets, alleys and other rights -of -way, cn design of bridges, sewage and water systems, drainage systems and w = other structures. 1-. w0 b. A certificate with the seal of and signature of the surveyor responsible for the survey and final plat with the following statement: g J' u.¢ co "l, , registered as a land surveyor by the I w State of Washington, certify that this plat is based on an actual z ' survey of the land described herein, conducted by me or under z O my supervision; that the distances, course and angles are shown w thereon correctly; and that monuments other than those D • o monuments approved for setting at a later date, have been set o N. and lot corners staked on the ground as depicted on the plat." ra t- w • w c. Certification to be signed by the King County Treasurer that all taxes and r. assessments for which the property may be liable have been duly paid, . z satisfied or discharged as of the date of certification. ill co PI E- d. Certification to be signed by the City of Tukwila Finance Director stating z that there are no delinquent special assessments, and that all special assessments on any of the property that is dedicated as streets, alleys or for other public use are paid in full at the date of certification. e. Certification by the Public Works Director that the subdivider has complied with one of the following: i) All improvements have been installed in accordance with the requirements of this title and with the preliminary plat approval, and that original and reproducible mylar or electronic records in a format approved by Public Works and meeting current Public Works drawing standards for road, utility and drainage construction plans certified by the designing engineer as being "as constructed" have been submitted for city records. ii) An agreement and bond or other financial security has been executed in accordance with TMC 17.24.030 sufficient to assure completion of required improvements and construction plans. Wally Chin Steven Grassia Chad Allen November 3, 2000 L2000 -074 (5 Lot Short Plat) E2000 -028 (SEPA) Page 3 z f. A certification of approval of the short plat to be signed by the DCD �z �� Director, Public Works Director and Fire Chief. 6 J U UO U) o. W J H w0 3. The site and development plans shall provide the following information per TMC 2 17.12.020: g. Sheet 1 of 1 contains the stamp of William Shupe Holmberg. This stamp shows an expiration date of November 30, 2000, which must be updated prior to any recording of the short plat. LL ¢. wo a. Owners of adjacent land and the names of any adjacent subdivisions. z w zF=.. b. Location of all sensitive areas and sensitive area buffers (slopes 20% or z O greater, wetlands or watercourses) on the site. w 2 o c. Expected location of new buildings, their driveways and finished floor U O— o F- w w. LI O .z w cn, 0 z elevations. SEPA Application: 4. The "Affidavit of Ownership and Hold Harmless" form you submitted on October 26th was executed by Wally Chin. However, according to tax information received from King County (dated October, 2000) as well as your own title report (dated March 15, 2000), the property is owned by Jasbir Singh Bassi and Jaswinder Kaur, husband and wife. Per TMC 18.104.060(5), please submit a current title report or other proof of Mr. Chin's ownership of the property. If Mr. Chin is not the property owner, please have the current owners execute the Affidavit in the presence of a notary and return to the undersigned. We have enclosed a blank Affidavit for your convenience. Additional Comments: As a courtesy, we are providing you with the following information. The items listed below are not required at this time. However, during the technical review phase, the following will be required: A retention /removal plan for the preservation of significant trees and vegetation (caliper over 4 inches) located within sensitive areas (slopes 20% or greater, wetlands or watercourses) and sensitive area buffers (per TMC 17.14.20(B)(k) and (o). Wally Chin Steven Grassia Chad Allen November 3, 2000 L2000 -074 (5 Lot Short Plat) E2000 -028 (SEPA) Page 4 The planting plan shall include diameter, species name, spacing and location of trees /vegetation to be retained or used to replace vegetation cleared (per TMC 18.54.080(2). Each existing significant tree removed shall be replaced with new tree(s), based on the size of the existing tree as shown in TMC 18.54.130(3)(b) attached. PLEASE NOTE: A tree clearing permit will be required prior to the issuance of any land altering permit and the clearing of any vegetation in sensitive areas. The tree permit will be subject to the conditions set forth in TMC Chapter 18.54 (attached). Upon receipt and approval of Items 1 through 4 above, both applications will be deemed "complete" and the City will commence technical review. However, these applications will expire if we do not receive the requested items within 90 days of this letter's date (February 2, 2001), unless an extension is granted pursuant to Section 18.104.070(E) of the Tukwila Municipal Code. If you should have any questions, please contact me at 206- 431 -3663. Sincerely, Deborah Ritter Assistant Planner Enclosures r'J 1.4 P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 SPEARS ENGINEERING & TECHNICAL SERVICES c• 2 2000 PHONE: (253) 833 -7967 FAX: (253) 735 -2867 - z Hcu Z. ci •6 . JU: UO W= J 1- CO ti; F-.: H OL 'ILI ILL Z r� D Qi U•U • • 0 E--: W 'X U: F: O: Az z •Z S GILBERT CHIN 4989 19th Ave S Seattle, WA 98108 INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION/PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS- ENGINEERING.COM/ ATTN: MR. GIIbERT CI♦IN RE: PROJECT: REPORT DATE: Gentlemen: SPEARS ENGINEERING & TECHNICAL SERVICES SUbSUREACE Solis INVESTICjATION 16628 5 3" AVE S, TukwiLA, WA 10/18/2000 As per your request, We have conducted a soils exploration and foundation evaluation for the above mentioned addition. The results of this investigation, together with our recommendations, are to be found in the following report. We have provided three copies for your review and distribution. During our exploration, three test borings was advanced and soil samples submitted for laboratory testing from the project site. The data has been carefully analyzed to determine soils bearing capacities and footing embedment depths. The results of the exploration and analysis indicate that conventional spread and continuous wall footings appear to be the most suitable type of foundation for the support of the proposed structures. Some variability was encountered in comparing the soil profiles of the site. Net allowable soil pressures, embedment depth, and total expected settlements have been presented for the site, later in the report. Often, because of design and construction details that occur on a project, questions arise concerning soil conditions. We would be pleased to continue our role as geotechnical engineers during the project implementation. We also have great interest in providing materials testing and special inspection services during the construction of this project. If you will advise us of the appropriate time to discuss these engineering services, we will be pleased to meet with you at your convenience. We appreciate this opportunity to be of service to you and we look forward to working with you in the future. If you have any questions please call us at the phone number listed at the bottom of the page. If you have any questions concerning the above items, the procedures used, or if SETS can be of any further assistance please call on us at (253) 833 -7967. Respectfully Submitted, SPEARS ENGINEERING & TECHNICAL SERVICES J. Frank Spears, P.E. President P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 PHONE: (253) 833 -7967 Fax: (253) 735 -2867 Report # 00001 -037 Page 1 of 17 S INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIAUZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS -ENGIN EERI NG.COM/ TAME OF CONTENTS SPEARS ENGINEERING & TECHNICAL SERVICES TAbIE OF CONTENTS SubsURFACE INVE571CIATION Introduction: Purpose: Scope: General: Geology Of Area: Climate Of Area: PROJECT DE5cRIpTION FEId ExpIoRATioN General Notes: Drilling & Sampling Procedures: Laboratory Testing Program: SUBSURFACE CONdiTiONs 4 General Notes: 4 Description Of Foundation Materials: 5 FouNdATION DISCUSSION ANd RECOMMENdATIONS 5 General Notes: 5 Foundation Design Recommendations: 5 Slope Stability Modeling & Analysis: 5 Slope Recommendations: CONSTRUCTION CONsi(IERATioNS Earthwork: Structural Fill: 2 3 3 3 3 3 3 3 4 4 4 4 4 Excavations: Lateral Earth Pressures: Floor Slab -On- Grade: Groundwater Control: Geoseismic Setting: Liquefaction Potential: SUMMARY_ GEOTECFINICAI GENERAL NOTES Soil Property Symbols Drilling And Sampling Symbols Relative Density And Consistency Classification Particle Size SITE PLAN wiTl1 BoRiNq Loq LocATioNs SITE LOCATION DyN utiic SIopE STAbilry ANAlysis BORINq LOq #1 BORiNq Loq #2 SITE Plloro #1 SITE PHOTO #2 SITE PIIoTO #3 SiTE PHOTO #4 6 6 6 6 7 7 7 7 8 8 8 9 9 9 9 9 10 11 12 13 13 14 15 16 17 P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 PHONE: (253) 833 -7967 FAX: (253) 735 -2867 Report # 00001 -037 Page 2 of 17 S INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS- ENGINEERING.COM/ SUbSURFACE INVESTIgATION SPEARS ENGINEERING & TECHNICAL SERVICES INTRODUCTION: This report presents the results of a soils exploration and foundation analysis for the proposed short plat at 16628 53`d Avenue South in Tukwila , Washington. This investigation was conducted for Mr. Gilbert Chin. Authorization to perform this exploration and analysis was in the form of a verbal authorization to proceed from Mr. Chin. PURPOSE: The purpose of this foundation exploration and analysis was to determine the various soil profile components, the engineering characteristics of the foundation materials and to provide criteria for use by the design engineers and architects in preparing or verifying the suitability of the foundation design. SCOPE: • The scope of the exploration and analysis included a review of geological maps of the area and a review of geologic and related literature; a reconnaissance of the immediate site; the subsurface exploration; field and laboratory testing; and an engineering analysis and evaluation of the foundation materials. We were not requested to provide an Environmental Site Assessment for this property. Any comments concerning onsite conditions and/or observations, including soil appearances and odors, are provided as general information. Information in this report is not intended to describe, quantify or evaluate any environmental concern or situation. GENERAL: The exploration and analysis of the foundation conditions reported herein are considered sufficient in detail and scope to form a reasonable basis for the foundation design. Any revision in the plans for the proposed structure from those enumerated in this report should be brought to the attention of the soils engineer so that he may determine if changes in the foundation recommendations are required. If deviations from the noted subsurface conditions are encountered during construction, they should also be brought to the attention of the soils engineer. The soils engineer warrants that the findings, recommendations, specifications, or professional advice contained herein, have been promulgated after being prepared according to generally accepted professional engineering practice in the fields of foundation engineering, soil mechanics and engineering geology. No other warranties are implied or expressed. This report has been prepared for the exclusive use of Mr. Gilbert Chin and his retained design consultants. The findings and recommendations within this report are for specific application to the proposed project. All recommendations are according to generally accepted soils and foundation engineering practices. GEOLOGY OF AREA: The geology of the site and surrounding area as taken from the USDA Soil Conservation Service Survey consists of Arents of the Alderwood association of soils. These soils have been so disturbed from urban development that they can no longer be classified as Alderwood series. Permeability in the upper soils in this area is moderately rapid and the erosion hazard is low. CLIMATE OF AREA: The climate of the site and surrounding area as taken from the USDA Soil Conservation Service Survey consists of an annual precipitation of 45 to 55 inches per year, and a mean annual temperature of 50°F with a frost free season of about 200 days per year. P.O. Box 1007 AUBURN, WASHINGTON 98071-1007 PHONE: (253) 833 -7967 FAX: (253) 735.2867 • Report # 00001 -037 Page 3 of 17 INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS- ENGINEERING.COM/ PROJECT DESCRIPTION SPEARS ENGINEERING & TECHNICAL SERVICES The purpose of this section is to enumerate details of the proposed structures. The following information was provided by the owner. The site is currently a single family residence which the owner is in the process of short platting into 5 single family residential lots. Conventional spread footings and slab -on -grade floors are contemplated. Differential settlements are limited to 3/4 inch. The site of the proposed short plat upon which this soils exploration has been made is located at 16628 53`d Ave South in Tukwila, Washington. The site topography consists of a terraced site with a slope towards the east. There is a drop of 25 -30 from the west property line to the east property line. The site drainage consists of normal runoff infiltration. The site vegetation consist of a maintained residential yard with some fruit trees and then blackberry bushes along the east 1/4 of the site. East of the property the hillside drops down to Interstate 5 with a steep slope profile. It is our understanding that the proposed lots be on city sewer for both storm and sanitary sewers. Therefore, we did not perform any percolation tests for the site. FIELd EXPLORATION GENERAL NOTES: The field exploration to determine the engineering characteristics of the foundation materials included a reconnaissance of the project site, excavating the test boring, performing field penetrometer and vane shear tests and recovering disturbed grab samples. A total of two test borings were placed on the site. The test borings were advanced to 6 feet below the existing ground surface. The test borings was located by the field crew as shown on the site plan. A site plan supplied by the owner was used to locate the proposed building orientation and position the excavations. The test borings were located by the field technician by means of normal taping and pacing procedures and are presumed to be accurate to within a few feet. After completion, the test borings was backfilled with excavated soils and the site cleaned and leveled as required. DRILLING & SAMPLING PROCEDURES: The soil boring was performed with a conventional hand auger. Representative samples were obtained from the borings. The samples obtained by this procedure were classified in the field by a soils technician, identified according to test boring number and depth, placed in plastic bags to protect against moisture loss and transported to the laboratory for additional testing. LABORATORY TESTING PROGRAM: Along with the field investigation, a supplemental laboratory testing program was conducted to determine additional pertinent engineering characteristics of the foundation materials necessary in analyzing the behavior of the proposed building structures. The laboratory testing program included supplementary visual classification and water content determinations on all samples. In addition, selected samples were subjected to Atterburg Limits Tests - ASTM designation D -4318, and Grain Size Analysis - ASTM designation C -117, C -136. All phases of the laboratory testing program were conducted according to applicable ASTM Specifications and the results of these tests are to be found on the accompanying Logs located in the Appendix. SUbSURFACE CONdITiONS GENERAL NOTES: The types of foundation materials encountered have been visually classified and are described in detail on the test boring logs provided in the Appendix. The results of the field penetrometer and vane shear tests, moisture contents and other laboratory tests are presented on the logs. It is recommended that the logs not to be used for estimating quantities due to highly interpretive results. P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 t•r,Sf: �t r•.:ttC.T:li '.� PHONE: (253) 833 -7967 FAX: (253) 735 -2867 ,Itdf�,'�: •i�Nri" Y.M.: ra y n.�.e,�m a Report # 00001 -037 Page 4 of 17 S INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W W W .SPEARS -ENGW NEERING.COM/ �Yy SPEARS ENGINEERING & TECHNICAL SERVICES DESCRIPTION OF FOUNDATION MATERIALS: The surface of the proposed construction site is covered with 6 to 12 inches of topsoil that should be removed prior to the start of any construction due to the high compressibility of these soils. Light brown gravelly silty sand to sandy gravel with silt was encountered beneath the existing topsoil and extended to about 3 to 4 feet. Beneath this we encountered a very dense glacial till that extended to depths beyond the scope of this investigation. Lines of demarcation represent the approximate boundary between the soil types, but the transition may be gradual. It is to be noted that, whereas the test borings were placed and sampled by an experienced technician, it is sometimes difficult to record changes in stratification within narrow limits. In the absence of foreign substances, it is also difficult to distinguish between discolored soils and clean soil fills. It is recommended that the logs not to be used for estimating quantities due to highly interpretive results. Z 2 • iX w QQ2 JU 00 N� u� w CO Li. w0 FOUNdATION DISCUSSION ANd RECOMMENdATiONS u. a is w GENERAL NOTES: Z Various foundation types have been considered for the support of the proposed building structure. Two requirements must be fulfilled F-- 0 in the design of foundations. First, the load must be less than the ultimate bearing capacity of the foundation soils to maintain w f' stability; and secondly, the differential settlement must not exceed an amount that will produce adverse behavior of the superstructure. 2 The allowable settlement is usually exceeded before bearing capacity considerations become important; thus, the allowable bearing U 0 pressure is normally controlled by settlement considerations. 0 Considering the subsurface conditions and the proposed construction, it is recommended that the structures be founded upon = w conventional spread and continuous wall footing foundations. Settlements should not exceed tolerable limits if the following design F' H and construction recommendations are observed. u" Z co FOUNDATION DESIGN RECOMMENDATIONS : F.: 0 1—, On the basis of the data obtained from the site and the test results from the various laboratory tests performed, we recommend that the following guidelines be used for the net allowable soils bearing capacity. All drainage must be directed away from the slope to the east of the property. Any roof drains and catch basins should be tight -lined into the existing storm sewer system. Net Allowable Footing ASTM D 1557 Soils Bearing Depth Subgrade Compaction Capacity 18 inches Firm & Unyielding 2,500 lbs/ft2 The footings should be proportioned to meet the stated bearing capacity and/or the Uniform Building Code 1994 minimum requirements. Total settlement should be limited to 1 inch total with differential settlement of% inch. Any excessively loose or soft spots or areas that do not meet the compaction requirements that are encountered in the footing subgrade will require over - excavation and backfilling with at least 2 feet of structural fill. In order to minimize the effects of any slight differential movement that may occur due to variations in the characters of the supporting soils and any variations in seasonal moisture contents, it is recommended that all continuous footings be suitably reinforced to make them as rigid as possible. SLOPE STABILITY MODELING & ANALYSIS: Slopes may fail by a number of mechanisms, depending on the nature of the soil involved and the arrangement of natural earth materials at the site in question. slope failures occur because forces tending to cause instability exceed those tending to resist it. Generally, the driving forces are represented by a component of soil weight down slope, and the resisting forces are represented by the soil strength acting in the opposite direction. The factor of safety (FS) of the slope is expressed as the ratio of the resisting forces or "moments" to the driving forces or "moments ". When the FS is 1 or less, the slope must fail. when the FS exceeds 1, the slope is theoretically stable. When estimating the FS for the slopes encountered, we considered the following types of information: P.O. Box 1007 PHONE: (253) 833-7967 FAX: (253) 735 -2867 AUBURN, WASHINGTON 98071 -1007 Last asW sfineUnH➢!Mf2tta VVfft Yg2a,.Uy r, .n „��A•.rF,Y .Y2. si{2 4'.p.:YtN'.Z7:Hapn47 Report # 00001 -037 Page 5 of 17 S INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP : / /WWW.SPEARS- ENGINEERING.COM/ 1) The soil and water profiles. 2) The kinematics of the potential slope failure. 3) The strength and weight of the soil. 4) The proposed slope geometry. 5) Static and seismic (dynamic) loading conditions. SPEARS ENGINEERING & TECHNICAL SERVICES The site was modeled using Geo- Slope's Slope/W program (version 4) and we have included the dynamic (seismic) loading of the model later in this report. The native soils were modeled using 120 lbs. /ft3 unit weight with a phi angle of 34° and no cohesion. A ground acceleration of 0.20g's was used in both the vertical and horizontal direction for the dynamic loading conditions. We have calculated various "worst case" scenarios and have found that the site shows no indications of any deep seated instability of the slope under either static or dynamic loading conditions. There are indications however that the existing slope to the east of the property may have some slight shallow surface slides under dynamic loading conditions. We would expect over time that there may be small surface failures on this area of the slope as it drops down to Interstate 5. SLOPE RECOMMENDATIONS: We recommend that the proposed structures be built using a minimum setback of 35 feet from the top of the slope at the east property line. The on -site drainage (roof drains & catch basins for pavement areas) should be collected and directed into the existing storm drainage system. Any drain fields should be setback a minimum of 100 feet from the top of the slope at the east property line. The important item for maintaining the slope stability on the site is to minimize or completely eliminate any drainage that would saturate the slope to the east of the property. The terracing that is on the project site should be maintained and it may be necessary to reinforce the terracing with rockeries or segmental block retaining walls. CONSTRUCTION CONsidERATIONS EARTHWORK: Excessively organic top soils generally undergo high volume changes when subjected to loads. This is detrimental to the behavior of pavements, floor slabs, structural fills and foundations placed upon them. It is recommended that excessively organic top soils be stripped from these areas to depths of 6 -12 inches and wasted or stockpiled for later use. Exact depths of stripping should be adjusted in the field to assure that the entire root zone is removed. It is recommended that the final exposed subgrade be inspected by a representative of the soils engineer. This inspection should verify that all organic material has been removed. Any soft spots or deflecting areas should be removed to sound bearing and replaced with structural fill. Once the existing soils are excavated to the design grade, proper control of the subgrade conditions (i.e., moisture content) and the placement & compaction of new fill (if required) should be maintained by a representative of the soils engineer. The recommendations for structural fill presented within this report, can be utilized to minimize the volume changes and differential settlements that are detrimental to the behavior of footings, and floor slabs. Enough density tests should be taken to monitor proper compaction. For structural fill beneath building structures one in -place density test per lift for every 1,000 square feet is recommended. In parking and driveway areas this can be increased to two tests per lift for every 1,000 square feet. Excavation equipment may disturb the bearing soils and loose pockets can occur at the bearing level that were not disclosed by the soils borings. For this reason, it is recommended that the bottoms of the excavations be compacted in -place by vibratory compactors. The upper 12 inches should be recompacted to achieve an in -place density of not less than 95% of the maximum dry density as determined by ASTM D -1557. STRUCTURAL FILL: Structural fill should consist of a 3 inch minus select, clean, granular soil with no more than 5 % fines (4200). The fill should be placed in lifts not to exceed 12 inches in thickness. Each layer of structural fill should be compacted to a minimum density of 95 % of the maximum dry density as determined by ASTM designation D -1557. For structural fill below footings, the area of the compacted backfill must extend outside the perimeter of the foundation for a distance at least equal to the thickness of the fill between the bottom of the foundation and the underlying soils. If it is elected to utilize a compacted backfill for the support of foundations, the subgrade P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 PHONE: (253) 833 -7967 FAX: (253) 735 -2867 Report # 00001 -037 Page 6 of 17 S INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIAUZING IN ROADS & BRIDGES HTTP : / /WWW.SPEARS-ENGINEERING.COM/ SPEARS ENGINEERING & TECHNICAL SERVICES preparation and the placing of the backfill should be monitored continuously by a qualified engineer or his representative so that the work is performed according to these recommendations. The use of on site soils as structural fill is recommended provided that placement and compaction of these soils is feasible (during the wetter winter months this may not be achievable). These materials require very high moisture contents for compaction and require a long time to dry out if natural moisture contents are too high. This makes moisture content, lift thickness, and compactive effort difficult to control. EXCAVATIONS: Shallow excavations required for construction of foundations that do not exceed four feet in depth may be constructed with side slopes approaching vertical. Below this depth it is recommended that slopes not exceed one vertical to one horizontal. For deep excavations, the soils present cannot be expected to remain in position. These materials can be expected to fail, and collapse into any excavation. This is especially true when working at depths near the water table. Proper care must be taken to protect personnel and equipment. Care must be taken so that all excavations made for the foundations are properly backfilled with suitable material compacted according to the procedures outlined in this report. Before the backfill is placed, all water and loose debris should be removed from these excavations. This information is provided for planning purposes. It is our opinion that maintaining safe working conditions is the responsibility of the contractor. Jobsite conditions such as soil moisture content, weather condition, earth movements and equipment type and operation can all affect slope stability. All excavations should be sloped or braced as required by applicable local, state and federal requirements. LATERAL EARTH PRESSURES: Lateral earth pressures are dependent upon the backfill materials and their configuration and moisture content. Three inch minus sand and gravel mixtures that are free draining are recommended for backfilling walls greater than four feet tall. There are below grade retaining walls or walls designed for retaining earthen fills on this project. The following values may be used for this site. Active Earth Pressure: 30 lbs. /ft2 /ft depth Passive Earth Pressure: 400 lbs. /ft2 /ft depth FLOOR SLAB -ON- GRADE: Before the placing of concrete floors or pavements on the site, or before any floor supporting fill is placed, the organic, loose or obviously compressive materials must be removed. The subgrade should then be proof rolled to confirm that the subgrade contains no soft or deflecting areas. Areas of excessive yielding should be excavated and backfilled with structural fill. Any additional fill used to increase the elevation of the floor slab should meet the requirement for structural fill. Structural fill should be placed in layers of not more than 12 inches in thickness, at moisture contents at or above optimum, and compacted to a minimum density of 95% of the maximum dry density as determined by ASTM designation D -1557. A granular mat should be provided below the floor slabs. This should be a minimum of four inches in thickness and properly compacted. The mat should consist of sand or a sand and gravel mixture with non - plastic fines. The material should all pass a' /4 inch sieve and should contain less than ten percent passing the #200 sieve. GROUNDWATER CONTROL: Groundwater was not encountered at the time the field exploration was conducted. Groundwater is not expected to cause any difficulties during construction of this project. It is recommended that runoff caused by wet weather be directed away from all open excavations. The on site silty soils can be expected to become soft and pump if subjected to excessive traffic after becoming wet during periods of bad weather. This can be avoided by constructing temporary or permanent driveway sections should wet weather be forecast. P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 PHONE: (253) 833 -7967 Fm: (253) 735.2867 Report # 00001 -037 Page 7 of 17 INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: /%W W W.SPEARS- ENGINEERING.COM / SPEARS ENGINEERING & TECHNICAL SERVICES GEOSEISMIC SETTING: This project site is located within a "Zone 3 Area" as per the 1997 edition of the Uniform Building Code. All building structures on this project should be designed as per the U.B.C. Requirement for such a seismic classification. Additionally the on -site soils should be classified as type SD per the 1997 U.B.C. Table 16 -J. These types of soils have a shear wave velocity in the range of 600 to 1,200 ft/sec and an undrained shear strength of 1,000 -2,000 psf with blow counts in the range of 15 -50 blows per foot. The following may be used for the seismic coefficients. Seismic Coefficient Ca cv Z =0.3 0.36 0.54 LIQUEFACTION POTENTIAL: In our review we found no evidence of liquefaction of the soils in the immediate area. Additionally, with the type of soils found on the site, it is considered that the site has little to no susceptibility to liquefaction of the native soils. SUMMARY When the plans and specifications are complete, or if significant changes are made in the character or location of the proposed structures, a consultation should be arranged to review them regarding the prevailing soil conditions. Then, it may be necessary to submit supplementary recommendations. It is recommended that the services of a qualified soils engineering firm be engaged to test and evaluate the soils in the footing excavations before placing concrete to determine that the soils meet the compaction requirements. Monitoring and testing should also be performed to verify that suitable materials are used for structural fills and that they are properly placed and compacted. P.O. Box 1007 AUBURN, WASHINGTON 98071-1007 PHONE: (253) 833 -7967 FAX: (253) 735 -2867 Report # 00001 -037 Page 8 of 17 z QH W 00: w =; J I-: N LL, w0 ¢: = C'!" w, Z Z I- w uj 2 o` U O -: o I-; = ▪ U. LL- lllZ O~ : z tt • ?l n INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIAUZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS -ENGI N EERING.COM/ SOIL PROPERTY SYMBOLS Qu: QP: V: M: LL: PI: D: WT: SPEARS ENGINEERING & TECHNICAL SERVICES GEOTECI-INICAI. GENERAL NOTES Standard "N" penetration: Blows per foot of a 140 pound hammer falling 30 inches on a 2 inch O.D. split- spoon. Unconfined compressive strength, tons/ft2 Penetrometer value, unconfined compressive strength, lbs/ft2 Vane value, ultimate shearing strength, lbs/ft2 Water content, % Liquid limit, % Plasticity index, % Natural dry density, lbs/ft3 Apparent groundwater level at time noted after completion. DRILLING AND SAMPLING SYMBOLS SS: ST: AU: GB: DB: CB: WS: Split -Spoon - 1 3/8" I.D., 2" O.D., except where noted. Shelby Tube - 3" O.D., except where noted. Auger Sample. Grab Sample. Diamond Bit. Carbide Bit. Washed Sample. RELATIVE DENSITY AND CONSISTENCY CLASSIFICATION Terms (Non- Cohesive Soils) Very Loose Loose Slightly Compact Medium Dense Dense Very Dense Terms (Cohesive Soils) Very Soft Soft Firm (Medium) Stiff Very Stiff Hard PARTICLE SIZE Boulders Cobbles Gravel 8 in. + 8 in. -3 in. 3in. -5mm Coarse Sand Medium Sand Fine Sand Standard Penetration Resistance 0 -2 2 -4 4 -8 8 -16 16 -26 Over 26 Qo - (tons/ft2) 0 - 0.25 0.25 - 0.50 0.50 - 1.00 1.00 - 2.00 2.00 - 4.00 4.00+ 5mm -0.6nun 0.6 nun -0.2mm 0.2 mm - 0.074 mm Silts Clays 0.074 mm - 0.005 mm 0.005 mm & Smaller P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 PHONE: (253) 833 -7967 FAX: (253) 735 -2867 Report # 00001 -037 Page 9 of 17 St6Y. z w w 6 O 0. W= w O. 2: I-w, 1—O. z F—` U in • 0; • t•. uj I— U LL O IJj z . — _ O ~' z S INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS- ENGINEERING.COM / SPEARS ENGINEERING & TECHNICAL SERVICES SITE PLAN WiTli BORINq Log LOCATIONS P.O. Box 1007 AUBURN, WASHINGTON 9807 1 -1 007 PHONE: (253) 833 -7967 FAX: (253) 735 -2867 Report # 00001 -037 Page 10 of 17 e+. INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS -EN G I N E ERI N G.COM/ SITE LOCATION SPEARS ENGINEERING & TECHNICAL SERVICES Project Site P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 S•:,M. :f �' z" rh` 41e '%!�'�.'�'i'T.�R^.ct4'h�.Rt°- PHONE: (253) 833 -7967 Report # 00001 -037 FAX: (253) 735 -2867 Page 11 of 17 1 INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS- ENGINEERING.COM/ SPEARS ENGINEERING & TECHNICAL SERVICES DYNAMIC SiopE STAbiliTy ANALYSIS 0 co m w 53rd Ave S 320 - 300 - 280 260 - 240 - 220 200 - 180 160 140 120 E998 1.940 1.835 1.829 1.964 1.880 1.728 1.441 ••• r E998 1.912 7.830 1.834 1.975 1.886 1.717 1.394 • I: E998 1.885 1.832 1.843 1.985 1.892 1 1.700 ! 1.337 • 2.216 1 .857 1.847 1.854 1.996 1 .900 f 1 .676 1.262: - 1.232 2.173' 1.831 1.860 1.866 I.2.1309 1.906 i 1.650 1.376 1.222 • • • • •. • • • . . I t, ? I 2.125 1.809 1.864 1.867 / 2:024 1.913 1 1.62} 1.339 1 1.223 1 • • (. t i • .07 20 • • • 1.795 1.869 1.866 i 2.041 1.921 r 1.567 • i 1.298 r 1.222 • \ • • 2007 1.802 7.874 1.962 2.060 1.931 1.478 1.259 1.216 • / y f: . 1.933 1.843 1.881 1.979 2.077 1.934 1.506 1.228 1:266 .% , 1.847 1.867 1.891 2.000 2.091 t I 1.937 (1.456 / 1.225 j X1.26 I / 1 1.9 i43 / 1. 1.399 j 1.227 X1.265 II ! 2.103 , .1.948 / 1.334 ` 1.221 J 1.263 I + �_ 2.114 I .1.944 j .1.269 1.321 • .1.313 1.284 / 1.256 1.231 x.228 .1.245 .1.225 1 .1.259 1.243 1.221 f 1.257 .1.240 1.216 11.253 1.236 -11 :260 ; 1.249 1.232 \ 1.259 /' 1.243 E995 •1.226 1.257 •1.234 E995 1 • / 1.219 , t254 1.218 E995 • - • 1.260 1.299 1.250 1.381 995 • .1.222 .238 1.224 • 1.222 1.236 1.221 • • 1.219 1.234 12151 1.215 1.214 1 •1248 1.261' 1.744 1.876 1.905 / 2.026 2.096 1.891 1.928:' 2.059 • 1.920 .1.970 2.111 1.628 1.582 Site Description: Alderwood Arents SoinVlade!_Mohr- Coulomb Unit Weight: 120 Phi: 34 I I 0 50 100 150 1.278 1.278 1.277 1.276 o .275 1.275 .275 1.289 E995 • I I I 200 250 300 Distance 350 400 Description: Wally Chin Short Plat Comments: 16628 53rd'Avenue S. Analysis Method: Morgenstem -Price Direction of Slip Movement: Left to Right Slip Surface Option: Grid and Radius P.W.P. Option: Piezometric Lines / Ru Seismic Coefficient: Horizontal and Vertical 450 500 550 600 The slope analysis above includes ground acceleration of 0.20g's in both the horizontal and vertical directions for seismic considerations. The graph above show the slice sections for the point with a factor of safety which is 1.248 indicating that the section is stable under severe seismic conditions. Analysis was performed using Geo- Slope's Slope/W program (version 4). The analysis process examines slope stability using the method of slices procedure for determining slope stability (safety factor must be greater than 1.0). We reviewed the slope stability using the Ordinary, Bishop, Janbu, and Morgenstern-Price methods for slope stability. The minimum factor of safety in the analysis was 1.214. P.O. Box 1007 PHONE: (253) 833 -7967 AUBURN, WASHINGTON 98071 -1007 FAX: (253) 735 -2867 µv, Report # 00001 -037 Page 12 of 17 tr,.sr4.0F40 5110!)i z '1 w JU 00 N O J H. • U_ WO gQ d W Z }- Z 0, W U0 17 I-• -1. =• U I- LL O LIIZ 01--1. O Z INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W W W. SPEARS -ENGI N EERI NG.COM/ BORINq LOCH #1 SPEARS ENGINEERING & TECHNICAL SERVICES Depth (Ft) 1.0 2.0 3.0 4.0 5.0 6.0 Date: 9/23/00 Boring Log #: 1 Boring Type: Hand Auger Field Change Description Topsoil Silty Sand wGravel Dense Till end Boring in Soils File #: 00001 -037 Client: Gilbert Chin Depth Drilled: 6 feet %M Qp % '/" % - #4 %- #200 Comments 6.7% 1.5 94% 71% 11% AU, some organics, dry light Brown, medium dense 9.1% 2.5 92% 58% 13% AU, dark brown, dry, homogenous, very dense BORING Log #2 Depth (Ft) 1.0 2.0 3.0 4.0 5.0 6.0 Date: 9/23/00 Boring Log #: 2 Boring Type: Hand Auger Field Change Description Topsoil Silty Sand wGravel Dense Till end Boring in Soils % M 7.8% 8.9% File #: 00001 -037 Client: Gilbert Chin Depth Drilled: QP 6 feet %-%" % - #4 % - #200 Comments 1.5 98% 88% 14% AU, some organics, dry light Bro%Fn, i editmi dense 2.0 95% 67% 15% AU, dark brown, dry, homogenous, very dense P.O. Box 1007, AUBURN, WASHINGTON 98071 -1007 PHONE: (253) 833 -7967 FAX: (253) 735 -2867 Report # 00001 -037 Page 13 of 17 INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION/PROJECT MANAGEMENT SPECIALIZING IN Roos & BRIDGES HTTP://WWW.SPEARS-ENGINEERING.COM/ SITE Ph OTO #4 SPEARS ENGINEERING & TECHNICAL SERVICES This photo was taken of boring #1 in the southeast corner of the property. P.O. Box 1007 AUBURN, WASHINGTON 98071-1007 •.4 PHONE: (253) 833-7967 FAx: (253) 735-2867 Report # 00001-037 Page 17 of 17 INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS- ENGINEERI NG.COM/ SITE PIiOTo #3 SPEARS ENGINEERING & TECHNICAL SERVICES This photo was taken looking west from the east side about 50 feet west of east property line. Here you can see the terracing in the back yard area. P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 PHONE: (253) 833 -7967 Report # 00001-037 FAX: (253) 735 -2867 Page 16 of 17 f INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS- ENGINEERING.COM/ SITE PI-IOTO #2 SPEARS ENGINEERING & TECHNICAL SERVICES This photo was taken looking east along the proposed road /driveway path. The top of the rockery seen in the previous photo can be seen directly behind the existing sidewalk. P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 PHONE: (253) 833 -7967 FAx: (253) 735.2867 Report # 00001 -037 Page 15 of 17 INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION/PROJECT MANAGEMENT SPECIALIZING 114 ROADS & BRIDGES HTTP://WWW.SPEARS-ENGINEERING.COM/ SiTE Plimo # 1 SPEARS ENGINEERING & TECHNICAL SERVICES This photo was taken looking south along the west property line of the site. In this photo you can see the sloped terrace and rockery on the west side of the property. P.O. Box 1007 AUBURN, WASHINGTON 98071-1007 PHONE: (253) 833-7967 FAX: (253) 735-2867 Report # 00001.037 Page 14 of 17 z a • • I I— Z LU CC 2 00 co • LU WI u j 0 2 11- • < Z 0 Z I- LL! Lu =a Ca C) 0 -- U.1 a: c) p: LI 0 Z u) C.) 0 _ 142t 10 sr • FOSTER MID 12 HS 144 11 ra ST tz, L FS 1.1600 v.' ,4! s 149TH Sr S 150TH ST 4200 IST5T22 T'; ST CO. ■C •0 I $300 , •:111.42NDI < 1 Si 144T I I' .0............... RIPARIAN PORES: ... ., _.. ; ,l l 1.". ...." • ,-. t.r. 1 / . .„...4....L..- • '0 g' . ,...1...113R0 s...i.... \.., ' i \ • ' / OtIT:E.R3s.:4:': .... ...—.. ' . • T 3 '143RD p '.".•,,%,, --r'" 11 -- -- D -L-S-Y. r‘ i-- r- N 1 s 44TH ••':::::>");\ 8°E-A K L ±-r1-4valLE.--) 0 , ---, „...... -P '<1ST st5-500 = I—. 1— HAZELNUT , Lc) PARK c-, s,- i LIB t S 147TH 1. FS §f-r\ ..,, 149TH OTH LS... r sr:--- sT S 150TH itc; th vl L-f-±- PLi rs i ›.• 0 23 -ci 1S 515T ST S 152ND. 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RENTON WETLANDS DRI LLA RECEIVED CITY OF TUKWILA OCT 2 6 2000 PERMIT CENTER G VcvvtT ti *** BAIMA & HOLMBEr.‘4, INC. 100 Front Street South ISSAQUAH, WASHINGTON 98027-3817 (425) 392-0250 FAX (425) 391-3055 JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE ..... • • • W10--t-1 g_47- 733-e7/3 •• '• .... • .... .......... ......... r."'-•!` 74, — i( s •" ! -• . . . 2 2000 PRODUCT 204-1 Polgit Sheets, 205-1 (Padded) MMISMOICESIONEMECOMen..... 4•41.40:4~51.10,4).$547.0:911.1,0"0,./59i..001.00or.b.,.. merriniielt Bndy Lot name: BNDY North: 7830.5500 East: 10844.5800 Line Course: S 88 -05 -53 E Length: 222.88 North: 7823.1528 East: 11067.3372 Line Course: S 01 -08 -33 W Length: 156.00 North: 7667.1838 East: 11064.2267 Line Course: N 88 -05 -49 W Length: 222.67 North: 7674.5784 East: 10841.6795 Line Course: N 01 -03 -56 E Length: 156.00 North: 7830.5514 East: 10844.5806 Perimeter: 757.56 Area: 34,750.01 sq.ft. 0.79 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0015 Course: N 22 -21 -55 E Error North: 0.00138 East: 0.00057 Precision 1: 506,703.65 Page 1 z ;�Z O 0 , CO w = J H: wo LL < fat w. z E- o' z F-!: ww U �. ocn, 0 I-- 'w —' w H - p z', H o z • Lot a Lot name: LOT A North: 7766.5244 Line Course: S 88 -56 -04 E North: 7765.1304 Line Course: S 01 -03 -56 W North: 7672.0865 Line Course: N 88 -05 -49 W North: 7674.5762 Line Course: N 01 -03 -56 E North: 7766.5203 Perimeter: 334.95 East: 10843.3891 Length: 74.96 East: 10918.3362 Length: 93.06 East: 10916.6056 Length: 74.97 East: 10841.6770 Length: 91.96 East: 10843.3871 Area: 6,934.82 sq.ft. 0.15 acres Mapcheck Closure - (Uses listed Error Closure: 0.0046 Error North: - 0.00415 Precision 1: 72,166.25 courses, radii, and deltas) Course: S 26 -28 -07 W East: - 0.00207 z• = t= • �-- w J U: UO '/D• o. • ,co • w wz ID IL, :W O: w •:. Z F-., z 0:: ; • • • w U�. w • all); V _, ;z Lot b Lot name: LOT B North: 7830.5500 Line Course: S 88 -05 -53 E North: 7826.8985 Line Course: S 01 -03 -56 W North: 7764.4793 Line Course: N 88 -56 -04 W North: 7766.5251 Line Course: N 01 -03 -56 E North: 7830.5540 East: 10844.5800 Length: 110.02 East: 10954.5394 Length: 62.43 East: 10953.3784 Length: 110.01 East: 10843.3874 Length: 64.04 East: 10844.5784 Perimeter: 346.50 Area: 6,956.43 sq.ft. 0.15 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0044 Course: N 22 -09 -23 W Error North: 0.00405 East: - 0.00165 Precision 1: 79,335.45 Page 1 ra St Lot c Lot name: LOT C North: 7826.8985 Line Course: S 88 -05 -53 E North: 7823.1528 Line Course: S 01 -08 -33 W North: 7762.3849 Line Course: N 88 -56 -04 W North: 7764.4820 Line Course: N 01 -03 -56 E North: 7826.9012 East: 10954.5426 Length: 112.86 East: 11067.3404 Length: 60.78 East: 11066.1285 Length: 112.77 East: 10953.3780 Length: 62.43 East: 10954.5390 Perimeter: 348.84 Area: 6,949.68 sq.ft. 0.15 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0045 Course: N 53 -19 -43 W Error North: 0.00268 East: - 0.00360 Precision 1: 77,743.40 Page 1 Z. ui JU: 'U 0 vow J =: LL : ' w0 u. Q; F- W • 0' w p` • • U! •o f- ww - U O: uiz w r, F Lot d Lot name: LOT D North: 7765.1304 Line Course: S 88 -56 -04 E North: 7763.7502 Line Course: S 01 -03 -56 W North: 7669.6264 Line Course: N 88 -05 -49 W North: 7672.0915 Line Course: N 01 -03 -56 E North: 7765.1354 East: 10918.3383 Length: 74.22 East: 10992.5454 Length: 94.14 East: 10990.7948 Length: 74.23 East: 10916.6057 Length: 93.06 East: 10918.3363 Perimeter: 335.65 Area: 6,947.28 sq.ft. 0.15 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0054 Course: N 21 -27 -41 W Error North: 0.00503 East: - 0.00198 Precision 1: 62,118.45 A Page 1 •'z 1- e2: 'U O; • Wes.. • w= • w.. . w 0; • a .7.3i • I w. • z, Z 't- 0: Zt- w w> . • U :O co, 111, V- F- Z• O. . Z • .1 Lot e Lot name: LOT E North: 7763.7501 East: 10992.5475 Line Course: S 88 -56 -04 E Length: 73.59 North: 7762.3816 East: 11066.1248 Line Course: S 01 -08 -33 W Length: 95.22 North: 7667.1805 East: 11064.2262 Line Course: N 88 -05 -49 W Length: 73.47 North: 7669.6204 East: 10990.7967 Line Course: N 01 -03 -56 E Length: 94.14 North: 7763.7441 East: 10992.5474 Perimeter: 336.43 Area: 6,961.77 sq.ft. 0.15 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0060 Course: S 01 -18 -26 W Error North: - 0.00603 East: - 0.00014 Precision 1: 55,775.24 Page 1 CITY OF TUKWILA CERTIFICATE OF WATER AVAILABILITY PART A: (TO BE COMPLETED BY APPLICANT) Owner Name 6ieed Chin 1. PROJECT # Address: 16628 53rd Ave So Phone: 425 -486 -8300 Z Agent /Contact: Baima & Holmberg, Inc. / Bonnie Babcock H j' 00 0 CO 0, CO W Site Address (Attach map and legal description showing hydrant location and size of main: -J H U) n u See attached map for hydrant main locations 16804 53rd Ave So TUKWILA W O. g u- a =d. 1— _ Z F.-. 1— O Z Ill al U 0 'O — O 1-- W W, u-1-. _O .Z. 210' + - U =. O • H Z Phone: 425- 392 -0250 2. This certificate is submitted as part of an application for: ❑ Residential Building Permit • Short Subdivision ❑ Commercial/Industrial Building Permit Preliminary Plat ❑ Rezone ❑ Other 3. Estimated number of service connections and meter size(s): FIVE 4• Vehicular distance from nearest hydrant to: Building Site see attached map for hydrant locations. 5. Minimum needs of development for fire flows: gpm at a residual pressure of 20 psi. X Fire Marshall Insurance Underwriter 6. Area is served by: Insurance Underwriter Fire Marshall City Other HIGHLINE WATER DISTRICT Owner /Agent's Signature Tuesday, October 10, 2000 (Utility) Date: 10 /10 /00 . 2 2000 Page 1 of 2 • PART B: (TO BE COMPLETED BY WATER UTILITY) 1. This proposed project is located within 2. TUKWILA /KING (City /County) 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: 3. Based upon the improvements listed above, water can be provided and will be available at the site with a residual pressure of 120.64 psi 3792. gpm for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. HIGHLINE WATER DISTRICT 206 -824 -0375 Agency Phone By: PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. 10/10/00 Date Water Availability - Check one: Acceptable service can be provided to this project. Acceptable service cannot be provided to this project unless the improvements listed in Item #B2 are met. System is not capable of providing service to this project. 2. Minimum water system improvements: (At least equal to B2 above) Agency Phone By Date Tuesday, October 10, 2000 Page 2 of 2 z Hw U; U O J H uU g.. u. co d'. H W' _. ZF! 1— O Z F— 2 p' U. ;O Vii. CI I-- WW. r- Z LU U z } Statement of Charges DATE: (O- (0 -00 Project Name /Location: ( (c."80(4 Sac `l Av L ) Scope of Project: 5 (1 New l Local Facility Charge: $3, 700. o-o yes- 1� General Facility Charge: a,i /no . 00 ?es- rne�e Service Installation Fee: coo . 00 Size of of Meter 5hg" Meter Hang Fee: Size of Meter CONNECTION CHARGES: $ 7/ 80O , 00 This statement of charges is based upon information provided by the project representative requesting Water Availability information. Connection charges must be paid in full before service /meter installation will be scheduled. Prepared By: Polly Daigle bate: 10- - 00 Reviewed By: -- t-�r� Date: z • re w• . 6 _1 U .0 o U 0. W =' _ o W 2 J' LL < N d z F . 1- 0 "Z1-. al uf U 0 o S'. o �- ww U' ,LL- _ O' wz .U� 0 H O z H2ONET Report for 16804 53rd Ave. S. Date: Tuesday, October 10, 2000, Time: 10:19:32, Page 1 W. U; U O W � }r g Z Ci I— W.. Z I...t Z Hi W W ,0 2 Us • • 0 Z ID Static Pressure (psi) Fire -Flow Demand (gpm) Residual Pressure (psi) Available Flow (gpm) Available Flow Pressure (psi) 1 �a� LI II 2004 131.58 1,000.00 120.63 3,792.90 20.01 2 2009 135.05 1,000.00 121.99 3,441.92 20.01 Date: Tuesday, October 10, 2000, Time: 10:19:32, Page 1 W. U; U O W � }r g Z Ci I— W.. Z I...t Z Hi W W ,0 2 Us • • 0 Z BAIMA & HOLMBERG INC. PRELIMINARY DRAINAGE REPORT For WALLY CHIN SHORT PLAT October 24, 2000 Baima & Holmberg Job No. 733 -013 Prepared for Wally Chin 15310 Macadam Road No. A -303 Tukwila WA 98188 100 FRONT STREET SOUTH • ISSAQUAH • WASHINGTON • 98027 -3817 • (425) 392 -0250 • (425) 391 -3055 z 6 Uo; cow; w =, W O. w ¢: = d' . •I— W z ZF 'Z ,W gyp:. U. U: iO D F--. LU lL O: Z w U O z • • PROJECT OVERVIEW This project involves the development of a 0.80 acre parcel into 5 single family lots. The site is located on the west side of 53x`1 Avenue S between S 166th Street and S 168th Street, overlooking the I -5 corridor. The site is covered with an existing house and lawn. The site slopes down to the east at about 5% to 20 %. DOWNSTREAM DRAINAGE Drainage from the site sheet flows east beyond the east property line to the I -5 right -of- way. Flows continue sheet flowing east, dropping off to the I -5 roadway storm system, located several feet away. Access restrictions into the I -5 corridor prevented a field check of the pipes /ditches particulars in the I -5 storm system. 1 "WORKIIiG TOWARD A BETTE ? ENVIRONMEUT SEWER 'STRICT ' 14816 Milita . y Road South P.O, Box 69550 Tukwila, WA 98168 RDoncli - - Phone: (206) 242 -3236 `if 2S - ? 'i L - Z.:, Fax: (206) 242 -1527 ?j p* , rt,ra .r 1-0-mb.e r j CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other a Short Subdivision ❑ Rezone •Proposed Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: �I 1r, i i Chs,Nr Phone: �j` A a .,- Property Address or Approximate Location: 1(4337' n 323 Avg. Legal Description(Attach Map and Legal Description if necessary): 17k Lt- Sr8`.�8'3o- -00'30 -4 00 Lots ,-1-'4 \k a VALLe,i V %e v s t rne. Part B: (To Be Completed by Sewer Agency) 1. 511 a. Sewer Service will be provided by side sewer connection only to an existing 6 size sewer 0 feet from 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) ❑ 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. p 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: a. District Connection Charges due prior to connection: GFC: $ PSD Vol- SFC: $ / c0 %or "' 'UNIT: $ TOTAL: $ (Subject to C ange on January 1st) King County/METRO Capacity Charge: Currently, $1090 /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: 0 Required ❑ May be Required c. Other: rf I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from date of signaturee By l_Grl)r. Title /0 /5-10c) Date Flow Frequency Analysis Time Series File:733u.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rate Rank (CFS) 0.079 0.045 0.099 0.026 0.044 0.082 0.074 0.182 Computed 4 6 2 8 7 3 5 1 Peaks COn.D 1 770ti5 Flow Rates - -- Flow Frequency Analysis Time of Peak - - Peaks - - Rank Return Prob 2/09/01 2:00 1/05/02 16:00 2/27/03 7:00 8/26/04 2:00 1/05/05 8:00 1/18/06 16:00 11/24/06 3:00 1/09/08 6:00 Flow Frequency Analysis Time Series File:733d.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.136 5 2/09/01 0.107 8 1/05/02 0.164 2 2/27/03 0.112 7 8/26/04 0.135 6 10/28/04 0.144 4 1/18/06 0.162 3 10/26/06 0.279 1 1/09/08 Computed Peaks 2:00 16:00 7:00 2:00 16:00 16:00 0:00 6:00 (CFS) 0.182 0.099 0.082 Qtd 0.079 0.074 0.045 0.044 0.026 0.154 Period 1 100.00 2 25.00 3 10.00 4 5.00 5 3.00 6 2.00 7 1.30 8 1.10 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 2 re) cotiDe i?O1:5 Flow Frequency Analysis - - Peaks - (CFS) 0.279 0.164 0.162 0.144 0.136 0.135 0.112 0.107 0.240 - Rank Return Prob Period 1 100.00 0.990 2 25.00 0.960 3 10.00 0.900 Ei a 4 5.00 0.800 5 3.00 0.667 6 2.00 0.500 7 1.30 0.231 8 1.10 0.091 50.00 0.980 is Retention /Detention Facility CtUAL I p, N <<on, Type of Facility: Detention Vault Facility Length: 24.23 ft Facility Width: 24.23 ft Facility Area: 587. sq. ft Effective Storage Depth: 5.00 ft Stage 0 Elevation: 0.00 ft Storage Volume: 2936. cu. ft Riser Head: 5.00 ft Riser Diameter: 12.00 inches Number of orifices: 2 Full Head Pipe Orifice # Height Diameter Discharge Diameter (ft) (in) (CFS) (in) 1 0.00 0.91 0.050 2 4.00 1.09 0.032 4.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation (ft) (ft) (cu. ft) (ac -ft) (cfs) (cfs) 0.00 0.00 0. 0.000 0.000 0.00 0.01 0.01 6. 0.000 0.002 0.00 0.02 0.02 12. 0.000 0.003 0.00 0.03 0.03 18. 0.000 0.004 0.00 0.04 0.04 24. 0.001 0.004 0.00 0.05 0.05 29. 0.001 0.005 0.00 0.06 0.06 35. 0.001 0.005 0.00 0.07 0.07 41. 0.001 0.006 0.00 0.08 0.08 47. 0.001 0.006 0.00 0.18 0.18 106. 0.002 0.009 0.00 0.28 0.28 164. 0.004 0.012 0.00 0.38 0.38 223. 0.005 0.014 0.00 0.48 0.48 282. 0.006 0.015 0.00 0.58 0.58 341. 0.008 0.017 0.00 0.68 0.68 399. 0.009 0.018 0.00 0.78 0.78 458. 0.011 0.020 0.00 0.88 0.88 517. 0.012 0.021 0.00 0.98 0.98 575. 0.013 0.022 0.00 1.08 1.08 634. 0.015 0.023 0.00 1.18 1.18 693. 0.016 0.024 0.00 1.28 1.28 752. 0.017 0.025 0.00 1.38 1.38 810. 0.019 0.026 0.00 1.48 1.48 869. 0.020 0.027 0.00 1.58 1.58 928. 0.021 0.028 0.00 1.68 1.68 986. 0.023 0.029 0.00 1.78 1.78 1045. 0.024 0.030 0.00 1.88 1.88 1104. 0.025 0.031 0.00 1.98 1.98 1163. 0.027 0.031 0.00 2.08 2.08 1221. 0.028 0.032 0.00 2.18 2.18 1280. 0.029 0.033 0.00 2.28 2.28 1339. 0.031 0.034 0.00 2.38 2.38 1397. 0.032 0.034 0.00 2.48 2.48 1456. 0.033 0.035 0.00 2.58 2.58 1515. 0.035 0.036 0.00 2.68 2.68 1573. 0.036 0.037 0.00 2.78 2.78 1632. 0.037 0.037 0.00 2.88 2.88 1691. 0.039 0.038 0.00 2.98 2.98 1750. 0.040 0.039 0.00 3.08 3.08 1808. 0.042 0.039 0.00 3.18 3.18 1867. 0.043 0.040 0.00 3.28 3.28 1926. 0.044 0.040 0.00 3.38 3.38 1984. 0.046 0.041 0.00 3.48 3.48 2043. 0.047 0.042 0.00 3.58 3.58 2102. 0.048 0.042 0.00 3.68 3.68 2161. 0.050 0.043 0.00 3.78 3.78 2219. 0.051 0.043 0.00 3.88 3.88 2278. 0.052 0.044 0.00 3.98 3.98 2337. 0.054 0.045 0.00 4.00 4.00 2348. 0.054 0.045 0.00 4.01 4.01 2354. 0.054 0.045 0.00 4.02 4.02 2360. 0.054 0.046 0.00 4.03 4.03 2366. 0.054 0.047 0.00 4.05 4.05 2378. 0.055 0.049 0.00 4.06 4.06 2384. 0.055 0.051 0.00 4.07 4.07 2390. 0.055 0.053 0.00 4.08 4.08 2395. 0.055 0.054 0.00 4.09 4.09 2401. 0.055 0.055 0.00 4.19 4.19 2460. 0.056 0.060 0.00 4.29 4.29 2519. 0.058 0.064 0.00 4.39 4.39 2577. 0.059 0.067 0.00 4.49 4.49 2636. 0.061 0.070 0.00 4.59 4.59 2695. 0.062 0.073 0.00 4.69 4.69 2754. 0.063 0.075 0.00 4.79 4.79 2812. 0.065 0.077 0.00 4.89 4.89 2871. 0.066 0.080 0.00 4.99 4.99 2930. 0.067 0.082 0.00 5.00 5.00 2936. 0.067 0.082 0.00 5.10 5.10 2994. 0.069 0.392 0.00 5.20 5.20 3053. 0.070 0.957 0.00 5.30 5.30 3112. 0.071 1.690 0.00 5.40 5.40 3170. 0.073 2.480 0.00 5.50 5.50 3229. 0.074 2.770 0.00 5.60 5.60 3288. 0.075 3.020 0.00 5.70 5.70 3347. 0.077 3.260 0.00 5.80 5.80 3405. 0.078 3.480 0.00 5.90 5.90 3464. 0.080 3.690 0.00 6.00 6.00 3523. 0.081 3.880 0.00 6.10 6.10 3581. 0.082 4.070 0.00 6.20 6.20 3640. 0.084 4.250 0.00 6.30 6.30 3699. 0.085 4.420 0.00 6.40 6.40 3757. 0.086 4.580 0.00 6.50 6.50 3816. 0.088 4.740 0.00 6.60 6.60 3875. 0.089 4.890 0.00 6.70 6.70 3934. 0.090 5.040 0.00 6.80 6.80 3992. 0.092 5.190 0.00 6.90 6.90 4051. 0.093 5.330 0.00 7.00 7.00 4110. 0.094 5.460 0.00 Hyd Inflow Outflow Peak Storage is Target Calc Stage Elev (Cu -Ft) (Ac -Ft) 1 0.28 * * * * * ** 0.25 5.05 5.05 2968. 0.068 2 0.16 ******* 0.10 5.01 5.01 2939. 0.067 3 0.14 0.08 0.08 4.99 4.99 2931. 0.067 4 0.14 * * * * * ** 0.08 4.95 4.95 2908. 0.067 5 0.16 * * * * * * *Q 0.07 4.37 4.37 2563. 0.059 6 0.14 0.05 2`0.04 3.17 3.17 1861. 0.043 7 0.11 * * * * * ** 0.03 1.82 1.82 1068. 0.025 8 0.11 * * * * * ** 0.03 1.64 1.64 963. 0.022 DRIVEWAY CURB CUT RELOCATE EXISTING U111.111ES S NEEDED, TY REMOVE EXISTING F. SIDEWALK ALONG RONTAGEw F1' 1 4, J 30' t•Pii 5.1 I 1 _r1---S89:05'53"E 222.86' S 88'05153=-E- 110.02 orIZ:=7.11011 / 5 88'0 53 E I12.887/ 7_, -BENT — / aL / 30' I / / 20, .Citt Vie6 • / .••••/ 101 LOT B • — to 1 / 7Pri, 6,956.43 S.F.: / 1/0 // 6 ,949.69 S.F. S.F./ 011. C I 10' SAN. sEvreit // I / • / ESMT AF 82. '494 MATCH EXISTING \ / o / ce# 3, TYPE I ./ / RIM=245.90 CB.1c. 2, TYPE "..1 INV-242.50 / I ROCKERY, 1 20' DRIVEWAY 0 15% - / INIMv:226549..5100 / / , . p) 1 '""/ 1 / / 86'56'04" 1 0122510 SCALE I" =101 8- CONTINUOUS, ABOVE GROUND HDPE 01,17FALL 70 1-5 (WSDOT) RAIN G S 4' MAX. HEIGHT ROCKERY = LOT A z 6,934.83 S.F. S 88'0549" 74. 880 49" E, 74.23' 05'49 73.47; 212 588'0549"E 222.67' Zuj C4 2 .1 0 00 uj Cl (1) u , us 0 u < (r) ±" ui I— X Z I— 0 Z LLIW.. • (0 O — C) }— 11.1 uj I— — U. 0 ..z, 1.IJ C.) 0 Z * LI D4 v/r • Fl o 83 CI. SE PO 4 CHI Et4 API e MAI 4tk, =IV FIR MAlI LEGAL DESCRIPTION LOT 3 AND 4, BLOCK 2, RECORDED IN VOLUME 56. COUNTY, WASHINGTON; AND VACATED 5471-1 AVE/ LOTS. 41,46 A- skip 1;• :c11'i l' $.! 5' ^. .. r >'.��. +,'.t'' 2 .. !7^F�?0tts:x{e'i''•x;Lf�a' <'D a •. - •„t�!:�Yx :- :.HMS?•: 2 6 4:Pow "b24t�vo4 -u�' "? %So O t' ffi, nor,.' u: rt.+. �3`-" fi'.'°' v- uis> FU','+ i. ag;" ��• r; 1g3' rc.; a,,,'! i'':% i2^i +�:;t).�:'X�`.i;Y3'`.'ii ;i� BAIMA & HOLMBE..a, INC. 100 Front Street South ISSAQUAH, WASHINGTON 98027 -3817 (425) 392-0250 FAX (425) 391-3055 JOB 1- 33 -CP13 SHEET NO OF CALCULATED BY I DATE ID/Z4q(?!) CHECKED BY DATE SCALE 7-.)12 N`1 l 0 iV�LU 11G' i2- (z. C., Cc .s ...:..........................................................::..... ......:........................ - 05 V5r J G ITT S 5 r_. °riaqirt--Du7.. 5cs... 1)17 VIZ eD p [FYGVr0v_=. �G....... ti454).s rf5 . r... PNOOUC1204.1 (Single Sheets) 205.1 (Ridded) :. .. . 6�' Ma: F✓ uK •u,.!+.�r.�++r..,.,.,....�.. -._ .........«,�e +wa+v:••.vnrvn.+ mew +nr�,..,+..:I+u:nH•+am?�i§:41+ Y4xY! 7t 19>> rfYatW�3'1�n"�!';!41PYi" +11?Dih z• • re 6 ,J 0 00 N0. WI •J �u_ wO LL -a. W z° p' off' ICI �. W uj. • z U, :9-- O I • O .. ~. z BAIMA & HOLMBL INC. 100 Front Street South ISSAQUAH, WASHINGTON 98027 -3817 (425) 392 -0250 FAX (425) 391 -3055 JOB y5 -01 3 SHEET NO OF ^ � CALCULATED BY .r-g- .r-g- DATE ) 0 /2.(0)[ /1 CHECKED BY DATE SCALE Tpr4:Tre Nrt 1 N .. Co.,. . S.w. k!l wt�4- lU(ji4.0 iv► /4-TG {-4 Zvi' Div l .. LT .... vs/Net /c.7.--3 ($1 (Cot v._w, a .. ....Z.°/3.. Gj 13n514_, -v&--. . I'd , p U t. t pe - CO r , g r 1`.) rv` I� �� � i9 . r c1 7` V/ L7" UOr U 3,og),q 0- 1/Lto,z5 . ° - z ZDc. 4 1 pew j 8'x . q z _I z .0 0 w0. to w w= w0 ii. a a z i-• .1- 0 Z I- 2 D. U� 0 -. :0 1-1 .L1.1 w. 1--U O • wZ 0 co- • 0 "-I . 'v 1 �I n 1 TB. • ( S•; L42ID ST 1 FOSTER MID `rI HS 144 H la ST li- 4 WO ski, s,:\ s 'o Jn sT y . <IST • RIPARIAN FORES7 ,<l / '.,�i� ,. MON.STEERR jj D SWT' \ 1 i 3 ▪ J,o� fyC;. V� • TH ST \j. N 5 149TH 5' \V l 5 149 -H" p = sr:-, S Isom gill o v, PL 23 4) 51 T ST ttl S 152ND ST J I o sIs7rTvL 1 \ ,i < rI S 15211 l D Pl. c 0 5 - I�RNDD 0 � o , rn 42. �— NI LA �1 ��j/ ,loo i I o S r- 156TIi_ ST �e ' \ \5,3.ED g! 1- j AIL, T QI FORT \ VP 1 :1 DENT 1 PARK l 24 \� ,k w . s'1 BAND-•▪ ,E� • yz R I` 4I I 1 o3 . PBKAKpR EY SOUTHCENTER EVAN R S - Q O O ` t I = W rJ J ' BLVD 1 PO. BLVD _ \ ' ;.;'�` .• rS N e!C£vr£VIIAi'' • Ja1A(510 5 (£ MALL Y N,AAlrr ST m I 1 1 te- L. Su 16111 ST I„TON TION.. 168TH ` ST in S 5j68TN LN ..188T I I, ... l5_:._ ST .- ....._ . a li -- I I tp �I ST "' I 172ND wne� PLAZA o CJ Q COURTYARD - 26 BY MARRlorr rn * l rORPORAT m 13R0 ST 175TH c* :srcvs .v GAC£HR£Lr PARK RENTON 25 WETLANDS v, SW • 33R DRNry CORPORATE - MINKLER DR 1r L /UPLAND D!t -' PARKJAY, t 1 MI LAND DR _ � o TRILA ND bg� Mil/r1 MA/ MA l ST PLAZA 1� f r SEE L'5 MAP RECEIVED CITY OF TUKWILA o C T 2 6 2000 PERMIT CENTER VcnwtT`r 1%.114, m RENTON WETLANDS WI coi col of SW i38fl sr rRILLA a J =!v, BRASS DISK m C LS 15650 3 -00 w w o. a BRASS DISK C 1MTH PUNCH ENCASED) 3 -00 2t; R SEC 23N, R4E 1 / 30' ■ I CC CO • • •6 0 . 3� tn 0' CURB - SIDEWALK CEDAR HEDGE it 0`J 1 5' DRAINAGE ESM'T AS DELINEATED ON FACE OF PLAT 6 /2'6 -- S8 --F- 11-0:02 17." / r. 1" IRON PIPE / 261 B=NT ( `" / 7.F. cp 16" I 619�ja3 � M 1 G 16" 200' � UT'1�ITYI EA�EMENORESS 2 .12.\ ! �) I S 8$'56'04 E • 5'53° E, 222.138 1 / r /o 10. LOT 6,934.53 74. •* / / 112.0_../_ _ r- f 7 r / Z-- !00' ! i' _/ / / / / / zo' --� / / f � , / 1 A '/ 7LOT`it / 1 i -� 1 / N / / 6,949,69 S.F. / li / 2278 ,T / ij 77 / .C12 / / _- 7 i1 ' / / EXISTING -' LOT LINE > • 25.90' o, 0' • v/ • 1 J • OT' p. I t� 6;9.47.29 S.F. '1 / ./ t /' / / % / 1. ..e•ir.,.. -. i *HOUSE p • / / / 73/91. / / / / ' \ l 1 } LOT w / / 6,9d1 79 S.F. • . ". ( /10 SAN. SEWER ES1h � I AF 82j309049 �F . \-1. r •./ f.. 11.a • ,30.00 . • 3. 7 S 88'05'49' E 222.67 • cn v 0 11 0 1.0' SAN. SE ESMT AF 8203 0 0 00 0 16645 0 M10263 6 oN to o 17' 15 85 16655 M2805 7 16659' M2806 162.0 15 V1770 c V) 10 30 1, 3'zoo 4/ N in a- LOT 2 TUK 85- 03 -SS -85 N N N LOT 1 4040810 16819 20120 034 3 LOT 2 M 1 1825 8820 U F CO 11) to r N ►f)2 16813 LOT 1 M2807 16825 M2809 LLI 6 AG 0 168331 M2811 CONT ACT 64 -.5, o co N 01 M In rn 7) a- ML /y� 6 16642 M2789 N 30 (0 X= t') 16650 L- M2788 8 1M267871 162.25 162.25 X30 30 VAC. ORD. 1232 X X X X ° VAC. ORD. 1232 1776 d- N 6 h U) C.) J r rI _ U 16836 M2783 $m-' 3 2oo9 0 17003 M2747 1 J 17015 M2749 14 17025 M2750 v.:' i,; i•::;: r: .'n•:,Y'.;cvAiti.[t32,i++V,L�i.' 16804 M8257 16816 M2787 16828 M2785 1781M10015 -� 17000 M2780 In z r+. } 6 O U 7006 I /23 X 12 28 Seale: 1:100 29 30 31 32 33 341 SE I 2so I � I .1 Q • z ce ~ W 00 J 1— w 0. _, d. z ZO ill Li] O I- 0 LI Z UN O~ Z 5 10 20 .E 1" = 20' 68TH ST. 3E CONSTRUCTED 4. CB TYPE I 1M 246.02 "IE(W) 243.97 EX. ¶SMH 6 -84 RIM . 49.56 CNTR CHAN 242.71 8 "IE( >) OUT 8 "IE( 1)(W) IN STREET LIGHT 0- p TELEPHONE VAULT El ELECTRIC VAULT 14) CABLE TV VAULT MI TV VAULT p ELECTRIC JUNCTION BOX 20' PRIVATE INGRESS - EGRESS AND UTILITIES EASEMENT FOR THE BENEFIT OF LOTS 2 3 AND FUTURE LOTS TO BE CREATED ON TAX LOT 885880 -0075 NORTH UNE SW 1/4 SEC. 26 -2 0 TOGETHER W1T11 ADJOINING VACATED STREET PER 011064AN3E NUMBER 1232: SUBJECT TO AND /OR TOGETHER WITH THE FOLLOWING RECORDED EASEMENTS: REC. N0. 8110270441. FOR ELECTRIC SYSTEM (AS SHOWN HEREON) REC. NO. 8112070445, FOR SANITARY SEWER (AS SHOWN HEREON) AREA TO BE TRANSFERED TO ADJACENT LOT L =20.94 6=60'00'00" R =20.00 S01'54'18"W 3.64' SSMH 26- 3 RIM= 226.50 COULD NOT OPEN -AREA TO BE TRANSFERED TO ADJACENT LOT TRUE POINT OF BEGII• ALSO. EXCEPT THE FT AS FOLLOWS: COMMENCING AT THE STREET 14TH THE CEi THENCE SOUTH 88'0: BEGINNING OF HEREI• THENCE CONTINUING MARGIN OF 5R -5: THENCE SOUTH 14'3; THENCE NORTH 88'0: THENCE NORTH 01'5' BEGINNING. SUBJECT TO AND OR REC.NO. 8110270441, SANITARY SEWER. 0 0 22.68' 3' THICKE D EDG o t 0 0 588'05'42 "E 4. CB TYPE I oM 246.50 2.1E(S) 241.65 2 "1E(N) 244.45 "IE(E) 241.7 .73 EX. WATER METER FOR LOT 3 o NEW WATER METER r°t FORLOT2 NEW SIDEWALK TO BE CONSTRUCTED a L =30.91 88'32'52" R =20.00 PT - 1 +24.61 APPROX. FUTURE HOUSE C8/ 2. TYPE I LOCATION RIM - 236.95 1ST FLOOR FF =238.0 INV- 232.90 1,395 sq.ft. EXISTING CURB TO REMAIN S 88'05'42" E 114.05' 5' PRIVATE DRAINAGE EASEMENT SLOT 1 7,842S.F.) 0 0 Z :TER FOR LOT 1 -- ED ;HED FILL IS. . OF .IUM RING .115 WIPE sL, TO REMAIN w (n • • SSIJH RIM 243 05 CNTR CHIN 235.4 8 "1E(S) Ol T 8•TE(N) i39 EXISTING HOUSE TO REMAIN • \ n o 72.37 72LF 8" PVC . T / 0 10.97% LOT 2 (6,543 S.F. APPROX. FUTURE HOUSE LOCATION 1ST FLOOR FF=238.0 1,395 sq.ft. 79.23' 98 69" - -- 88'0542 "E 177.92' \ / APPROX. EX. SIDE SEWER LOCATION FROM SEWER 01ST. TO BE ABANDONED • 6• PVC SIDE SEWER, (T W.) 5" PRIVATE SIDE SEWER EASEMENT- • I L-1_ \ EX. SSMH 26 -2 RIM = 231.56 IE= 219.31 8' (5) IE•219.36 8" (NP N13'l3'11_E 6.49' c7) Z W _II U 00 U D • W WI U u_ WO J u_ Q d = W ZH ZI- W U 0: O -. o I W W Yr. z W U= O~ z BE Ws So Sn SE IMPERVIOUS AREA EXISTING .' 'RVIC DEVELOPS TYPE I1-54" W /Cl/WATER SEPARATOR w /souD LOCKING GRATE RIM - 230.0* INV■228.00 (S) INV- 225.00 CO -SE DETAIL RIVAIE DRAINAGE EASEMENT 51'4 7' INFILTRATION TRENCH -SEE DETAIL GROS`. APPRI APPRI SHORT PLA TUKWILA, IA T NO. 1.2_090;074 ASHINGTON PERMIT CENTER ED. 2' moo DISK N MHZ ■TN PUNCH HARK ENCASED) 110IU 3-00 /10 2 SEC 2 -073 -T23/1. RIC H Tn Zr; T LOT 2 : LOT 3 J LOT 4 1/4. /RCN PIN N CONC (ENCASED) 19000 3 -00 LOT 5 SEA C634415 1 HS/TED 3 -00 �m T 30/ VALLEY VIEW HOMES CURB BLOCK 2 SIDEWALK LOT 2 CfOAR HEDGE 5' MIME ESatT AS 04 0000 OCUNCATED ON rACE Or PLAT 1 40.1.01432814, x70-- y6 1 6i FNI.r. It^ 1 IRd PIrE / ` Ir 3115.8 11 01E1 AREA:10.503 ,P.) • / RECORDING NO. VOL/PAGE SCALE: 1 INCH - 30 rt. (171[11 0 10' 90 1 1 I 00' PORTION OF _21L_1 /4 of 131__I/4, S._2 (1_ T._23__P).. R._4_E.,W.M. �/I /7 ' —/I i / / / r /�e,sDpg4.r._,� I� I 10 ( I ! T/( / / 1 rI 1 I Y / f 119.30 'p12'1 CCHES'SV0 UTU �0 (// tj // IO' PRI I TE ORAP A0!) 1 -_I- U' uUlr / -- - -'F -- f / EA IT 1 / I I LOTI /OTiiR2 / h,/OTT.r. D 44,71; a 9 / / / 4, /LOT /4 rA / / f/ / / / I-- 00, 222.07' , ry s P r- M 150.50' LOT 5 VALLEY VIEW HOMES BLOCK 2 S 168TH ST (VACATED) 10' SAN. SEWER (SW If 0203050493 —15' PRIVATE DRAINAGE EASOIENT 1n LOT 10 14.1 s LOT 11 5 10' SA'ATARY SEILER EASC1ENT AT/45203090M • SCALE: 1. -.30 FEET 0 15 30 60 INSTRUMENTATION 113103011? USED 5 SWAM TOTAL 304004 IIELO SURREY CONRIW. WAS BY ao0E0 TRA10150 LOW'S VINIUU, CLOSURE Or LOOPS WAS 1:22.000, IN ACCORDANCE W1M 1100332 -130 -090. LEGEND (11 41041000/ 11012445 /WE AS 4101(0 p r1NRI 0(0017 19 SET PEOAR AND CAP LS 111332 O IRON PIT p nRE HYDRANT f� CHERRY 11100 • 0rr4L 04(0 (') HARE TREE • nn IPEE REEF AT ES THE RAT Or VAIIEY NEW TIMES AS RECORDED IN %RUNE 55 CF RATS AT PACE. RI. H9S1i4F_BFARINQ WEST UNE 0' RIE 11MNMAEST QUARTER W SEC. 24.72.11,010 DE010 5 0103'54' W D DO I1 1329 3' OPASS DISK SET N (MC. 111 CASE DALU1,t NA003 ELL,/ - 241.09 SHORT PLAT FOR WALLY CHIN 733 -0111 ..n..2/.p 441.01 14414475 u C71 Balma & Holmberg Inc. 0 11 0 4 7 4 9 0 44 0 11 1 0 0 11 0 1 0 0 0 IOC PRf111T .(?Poor ROUTH LRSA1UA7L 1A511711CTON 00027 (125) 392 - 0250 OWN. 9Y PIA DATE 3 -15 -01 309 NO. 733 -013 OY7O N0. 733 -013501 CHNO. OY 915/1 SCALE SHEET 2 or 2 { *T 1 File: L 00 -0074 Drawing #1 Z .JU U O; N0: cn W; W =: • J f..: LL.: w O,: 2 • a • n. 1- _• •Z F... • :Z 'W LU • p: 0E- w uj H - -O. ALI 11uNI 1 1 I 1 1 SHORT PLAT NO. L2000 -074 TUKWILA, WASHINGTON NW COR SEC 26— Ti,3N, R4E FD. 2 BRASS DISK IN CONC WITH PUNCH MARK (ENCASED) VISITED 3 -00 WEST 14 COR SEC. 26-123V, 4IRON PIN IN CONC (ENCASED) VISITED 3 -00 FD. 2" BRASS DISK SEA INC LS 15650 VISITED 3-00 �► 30' 856.00' N 88'05'42" W (PLAT OF VALLEY VIEW HOMES) 30' \11 111.44' " IRON PIPE — BENT r 0.97'S & 0.54'E LOT B 8,731 S.F. (NET AREA 6.503 L —5' DRAINAGE ESM'T AS DELINEATED ON FACE OF PLAT 162.85' (PLAT) �,�"E 222.88' 15' WATER EASEMENT S.F.) l.::'! 20' PRIVATE INGRESS, EGRESS & UTILITY — EASEMENT FOR LOTS B, C, D, AND E 106.44' N 88'05'83",,W 121.44' RECORDING NO. VOL. /PAGE SCALE: 1 INCH - 30 FT. 0 15' 30' 80' PORTION OF _,x!_1/4 of N!__1/4, S._$. &_ T. _ _N., R._4._E.,W.M. I 111.4( 30.00' N88'S1'27., x15.00, / / / /// .:(55 1 /I5 I 13:. ,",(N I I . 6500 SF * 12;111/1 ' I// to —10' PRI ATE DRAINAGE / *5.1:4)::___ — EASEME T _„ z J/ "---1 A _ RI 1 S88O5 111,38 j / 1 �- 78.88' In _ /.1__ l ,i - .1 — , r93.67' �1 WATER EASEMENT LOT C I,_..—WEST LIMITED ACCESS LINE WSDOT SR -5 111.44' N. LINE LOT 4 BLK 2 VAf.LEY VIEW HOMES 1 LOT D b, 0.512 S.F. N N, 162.65' (PLAT) S88 '4 "E 222.67' 30' HOUSE. ,erg 222.21' � S 168TH ST (VACATED) SCALE: 1 " =30 FEET 10' SAN. SEWER ESMT AF 8203090493 0 15' PRIVATE DRAINAGE EASEMENT — 10' SANITARY SEWER EASEMENT AFN8203090494 15 .30 60 INSTRUMENTATION INSTRUMENT USED. 5 SECOND TOTAL STADON FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS. MINIMUM CLOSURE OF LOOPS WAS 1:22,000. IN ACCORDANCE WITH WAC 332 -130 -090. ■ LEGEND e MONUMENT FOUND TYPE AS NOTED O FOUND REBAR SI SET REBAR AND CAP IS #11332 O IRON PIPE —0-- FENCE com ROCKERY REFERENCES THE PLAT OF VALLEY VIEW HOMES AS RECORDED IN VOLUME 56 OF PLATS AT PAGE 81. BASIS OF BEARING WEST LINE OF THE NORTHWEST QUARTER OF SEC. 26,T23N,R4E BEING S 01'03'56" W BENCH WSDOT 41529 3" BRASS DISK SET IN CONC. IN CASE DATUM NA ELEV = 241.09 SHORT PLAT FOR WALLY CHIN rOlv $1:UPR hr 44 v t WA L Ltd E9W1RE8 — 11/30/04 Baima & Holmberg Inc. E N G I N E E R S & S U R V E Y O R S 100 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027 (425) 392 - 0250 DWN. BY MM CHKD. BY WSH DATE 7 -1 -03 JOB NO. 733 -013 DWG NO. 733 -013SP _newt SCALE 1 " =30' SHEET 2 OF 2 iTIIT 0 inch ;;