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HomeMy WebLinkAboutPermit L2000-002 - KEYSTAR - SHORT PLATL2000 -002 KEYSTAR INC. 3827 S. 130TH ST. August 29, 2003 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Ms. Elaine Wilcox, Vice President Banner Bank 3005 112th Ave NE Bellevue, WA 98004 RE: Keystar Short.Plat 3827 S. 130`h Street, Tukwila, WA 98168 (File 2000 -002) Dear Wilcox: This letter is to inform you that the preliminary approval granted for short plat L2000 -002 has expired. A new short plat application for the same property has been filed with the City (L03 -047). Please be aware that this is not an extension of the previously approved short plat. Short Plat application L03 -047 must be reviewed and approved by the Short Plat Review Committee. The application will have to meet all current codes. In order for short plat application L03 -047 to be deemed a complete application. The following must be submitted: 1. Revised civil plans for all common improvements within the short plat. Please have your engineer call Jill Mosqueda at (206) 433 -0179 for specific requirements for the civil plans. 2. A title report showing all easements and encumbrances on the property. 3. One set of mailing labels for all property owners and tenants (residents or business) within 500 feet of the subject property. Note: Each unit in multiple - family buildings —e.g. apartments, condos, trailers parks —must be included. 4. A landscaping planting plan stamped and signed by a Washington State licensed landscape architect. Plan must include at least one tree in the front yard of each lot and meet Public Works standards (TMC 17.20.030 G). Plans must include the type, quantity, spacing and location of all plantings. The application is incomplete until the above items are submitted. 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. Jill Mosqueda, Pu 1ic Works Robert Parnell, P Familypryde o es File (L2000 -00 , L03 -047) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 This Permit will expire on August 29, 2003. No more extension can be granted • Q Z; 6 J U O? u) o. W =' J � i W • g J° -:co = - O F" _ Z ,- .. . i- O', •Z F— W LU U O, i0 :co; _f O; U Wi .,z Jul -17 -03 12:10P ROBERT N. PARNELL, PE 425/641 -5095 RNP July 17, 2003 Steve Lancaster, Director Tukwila Community Development 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188- P -01 R. N. PARNELI, COMPANY 1 _wll. t•.st ;INI:CRING Post -tV• Fax Note 7671 Duly / 7 A 3 ji i:5, � r To / �' 444 ---��� From o A L! L' Co. /Dept.1••8 Cn. iti� Phone u Phone 2�` 3 4 sz-0 Fax #2.04.1431— aa(a- I:"# Subject: Banner Bank 9 Lot Short Plat - 3827 S 130th Street, Tu lia Meeting Request - Final Short Plat Recording Pr Dear Mr. Lancaster: Banner Bank is committed to completing the preliminary approved 9 Lot Short Plat located at 3827 South 130m Street, Tukwila. As you know, Banner Bank foreclosed on Keystar, Inc., the original applicant. Since then, Banner Bank has obtained a developer - builder to complete the project while obtaining the City construction permit as well as the water and sewer utility approvals. The engineering plans and construction permit process is about completed. Field construction for the city permitted roads and storm drainage as well as the water and sewer installation remain. We understand that the city is looking at the short plat internal road as a private road. Bonding for the construction is a consideration. Turnover of infrastructure to the city or financial guarantee is required before city approves the short plat and recording by August 29, 2003. Our June 30, 2003 request for another time extension to record the short plat was denied by your letter dated July 10, 2003. We again request a meeting to discuss the plat recording process as we now have about 7 weeks to August 29, 2003 to complete the recording process. Please call me at 425/643-3560 or Elaine Wilcox, Banner Bank at 425/ 576 -4307 if you desire additional technical information to schedule a meeting. Sincere) , Ro N. Parnell, PE CC: Jill Mosqueda PE, Public Works Development Engineer Jim Morrow PE, Public Works Director Deborah Ritter, Community Development Elaine Wilcox VP, Banner Bank Mike Schlitz, Family Pryde Homes 4'122 187th[ Phice. SIT,. • Issaquah. WA 95027 • 4251(43 3560 • FAX 42.5ga l 5095 • t 15e ire► - otl ol /1 G,JCJ .2,00„/ Nel. Q. 49P1 Wzmd tit.D,)e? v\, c. ,, \ , t( \i July 10, 2003 r' City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Robert N. Parnell, PE R.N Parnell Company 4422 187th Place SE Issaquah, WA 98027 RE: Request for Extension for Banner Bank Nine Lot Short Plat (L2000 -002) Dear Mr. Parnell: City staff received your letter dated June 30, 2003 requesting a one -year extension for the Banner Bank Nine Lot Short Plat on 3827 S 130th Street. The City cannot grant the extension request. Section 17.12.040 of the Tukwila Municipal Code notes: If the short plat is not recorded within one year of the date of preliminary short plat approval, the short plat shall become null and void. 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. In addition, the City noted in the letter granting preliminary approval of the short plat that only one extension could be granted. On June 25, 2002, the City granted a one -year extension for the project. This pushed the expiration from August 29, 2002 to August 29, 2003. The City code does not allow for an additional extension to be granted. Thus, the preliminary approval for the short plat will expire on August 29, 2003. Once the expiration has passed, it will be necessary for Banner Bank to resubmit for short plat approval and SEPA review. If you have any questions please contact Brandon J. Miles at (206) 431 -3684 or by email at bmiles @ci.tukwila.wa.us. Sincerely, V teve Lancaster Director, Community Development cc: Jim Morrow, Director, Public Works Jill Mosqueda, Associate Engineer, Public Works Deborah Ritter, Senior Planner Brandon Miles, Assistant Planner Don Tomaso, Fire Marshal 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 RNP June 30, 2003 Jack Pace, Deputy Director Tukwila Community Development 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188- oeVmmtr R. N. PARNELL COMPANY CIVIL ENGINEERING WATER RISOURCES ENGINEERING MANAGEMENT ENVIRONMENI)\I. SERVICES CONSTRUCTION MANAGEMENT Subject: Banner Bank 9 Lot Short Plat - 3827 S 130th Street, Tukwila Request For Time Extension ( L2000 -002 ) Dear Mr. Pace: Banner Bank has committed to completing the preliminary approved 9 Lot Short Plat located at 3827 South 130th Street, Tukwila. As you know, Banner Bank foreclosed on Keystar, Inc., the original applicant. Since then, Banner Bank has been working to obtain a developer - builder to complete the project while obtaining the City construction permit as well as the water and sewer utility approvals. The engineering plans and construction permit process is about completed. Field construction for the city permitted roads and storm drainage as well as the water and sewer installation remain. We understand that the city is looking at the short plat internal road as a private road. Bonding for the construction is a consideration. Turnover of infrastructure to the city or financial guarantee is required before city approves the short plat and recording. We asked for a meeting with city staff to discuss the project; however, community development and the public works staff requested that a letter to the Community Development Department, stating project conditions, would be preferable. On behalf of Banner Bank, we are requesting another one -year time extension for project L2000 -002 to record the plat. This 9 lot short plat received preliminary approval by city letter dated August 29, 2001 and received a one year extension by city letter to August 29, 2003. We request that Condition 8 of the preliminary approval, time of completion, be extended another year to August 29, 2004. Reasons for Banner Bank requesting additional one year extension include: • Keystar, Inc., the original project applicant, did not follow through on the project completion conditions after receiving preliminary plat approval on August 29, 2001 and my submitting on January 28, 2002 the engineering documents for the Miscellaneous Permit MI02 -015. • Water District 125 and the ValVue Sewer District would not process the Keystar Inc. submitted water and sewer developer extension plans and Developer Extension documents until Keystar, Inc. resolved outstanding fees on other Keystar projects within the city and both District's jurisdiction. • Banner Bank subsequently took over the property after Keystar Inc. defaulted on loan and desired to complete the permit process. They anticipated a developer - builder would complete the actual construction. 4422 I 87th Place S.G. • Issaquah, WA 98027 • 425/643 -3560 • FAX 425/641 -5095 .».,., ...... .............Y...w.._..., — Opsia aft as c :-rr a ,rza5: s iq kAFXrbi"? ?; • Banner Bank retained RN Parnell Company in February 2003 to follow up on city review comments and obtain Miscellaneous Permit MI02 -015 (Construction Approval -Level C Permit) • Banner Bank issued check to city for $1800 requested for independent geotechnical review. City subsequently provided engineering comments. • Banner Bank applied for Developer Extensions to Water District 125 and to ValVue Sewer District for utilities developer extension for water and sewer service to the 9 lot short plat. Both Developer Extensions were accepted by each District's Board. The extension process is proceeding. City engineering review comments received, as well as water and the sewer Utilities comments. • Water District and the Sewer District engineering review comments received and coordinated with city comments. Revisions being made and are scheduled for resubmitted back to the Districts and city this week. • RN Parnell Company has initiated the Turnover Process and Document Descriptions and has discussed with Dave McPherson. • Family Pryde Homes - Banner Bank entered into a sales purchase agreement on the 9 Lot Short Plat with a 45 -day feasibility period. Family Pride Homes is a reputable developer- builder in the Puget Sound area and has a reputation of excellent completed projects. • Family Pryde Homes has submitted the engineering plans to various contractors to obtain construction cost estimates as part of their feasibility study. • We anticipate city permit approval as well as the water and sewer district plan approvals with this weeks submittal of the revised engineering plans Please call me at 425/643 -3560 or Elaine Wilcox, Banner Bank at 425/ 576 -4307 if you desire additional technical or support information to grant the one -year extension to August 29, 2004. Sincerely, Robert N. Parnell, PE CC: Jill Mosqueda PE, Public Works Development Engineer Jim Morrow PE, Public Works Director Elaine Wilcox VP, Banner Bank Mike Schlitz, Family Pryde Homes z z ww JU U O cn 0 CO F- U) u_ w° 2 J wa _. z� z w uj n o. U O - o I. w w. L.L.o al U= 0- 1- z CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 AFFIDAVIT OF III STALLATIOI\ AND POSTING OF PUBLIC NFOlZVIATION SIGNS) State of Washington County of King City of Tukwila I ../9,JAZ sri7", (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.if- 4/ /3 2450 the Public Notice Board(s) in accordance with Section 18.104.110 and other appl. able guidelines were posted on the property located at .3827 Awrig /.fo /r�k�✓,ti•Q so as to be clearly seen from each right -of -way providing primary vehicular access to the property for application file number LZOGY --O) 2 /,- 2G00, °00/ Affiant (Applicant Signature) SUBSCRIBED AND SWORN to before me this 13 day o* -rA 4-5r '312'`'e) \-E G. GUh‘, i v NOTAgy mt r� i PUBLIC y c,•-t..;:.: � ‘ ∎ WASHY,_ oraVAki Cu-oX-- • Gutcn rv� ARY PUBLIC in and for the State of Washington residing at -�. C, . My commission expires on ' 9 -03 • RNP NO R. N. PARNELL COMPANY August 27, 2002 VIA FAX: 206/431 -3665 Original Mailed Deborah Ritter, Associate Planner Tukwila Dept. of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Time Extension Request L2000 -002 (Short Plat) Keystar, Inc. (Blue Lake Development) 3827 South 130th Street, Tukwila Dear Ms. Ritter: CIVIL ENGINEERING WATER RESOURCES ENGINEERING MANAGEMENT ENVIRONMENTAL SERVICES CONSTRUCTION MANAGEMENT RECEIVED CITY OF TUKWILA AUG 2 8 2302 PERMIT CENTER On behalf of Blue Lake Development, ( Keystar Inc.), we request a six month time extension for the Keystar 9 Lot Short Plat (L2000 -002) which was Preliminary Approved by city letter dated August 29, 2001. Condition 8 of the preliminary approval provides for a one -time 6 -month extension if requested in writing prior to the expiration of the approval. The Engineering Plans were submitted for city review January 10, 2001. Water plans were submitted to Water District 125 and sanitary sewer plans were submitted to ValVue Sewer District. Plan reviews are pending the completion of administrative actions by Blue Lake Development. A draft of the short plat recording mylar document was provide to the city as part Of the short plat application and reviewed as part of preliminary short plat. Blue Lake Development, owner /developer, request the time extension be approved as they desire to timely complete their administrative actions to allow the submitted documents to be processed and the plat recorded within the six month time extension. Please call me at 425/643 -3560 for technical information or Larry Mueller at 425/828 -3748 or Steve Araki at 425/451 -1400. Sincerely, Robert N. Parnell, PE CC: Larry Mueller /Steve Araki: Blue Lake Development (Keystar, Inc.) 4422 187th Place S.E. • Issaquah, WA 98027 • 425/643 -3560 • FAX 425/641 -5095 June 25, 2002 EI Ciiy of Tukwila Steven M. Mullet, Mayor Department of Community Development Bruce Fine, Esq. Aiken & Fine, P.S. Attorneys at Law 2131 Second Avenue Seattle, Washington 98121 VIA FAX 206 - 728 -0754 RE: Keystar 9 -Lot Short Plat at 3827 South 130th, Tukwila L2000 -002 (Short Plat) Gentlemen: Steve Lancaster, Director Bruce L. Brewer Vice President Major Credits Real Estate 18911 North Creek Pkwy, Suite 101 Bothell, WA 98011 VIA FAX 425 - 806 -9596 As you know, the Tukwila Short Subdivision Committee granted preliminary approval to the above - referenced short plat application on August 29, 2001. This approval expires on August 29, 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 Mr. Fine's June 10th letter advising us of the applicant's default on Banner Bank's loan. Your letter requests that Banner Bank (acting as attorney -in -fact) be given an extension of the expiration date. This letter is to acknowledge our approval of your request and to formally extend the deadline from August 29, 2002 to August 29, 2003. In a related matter, the property is currently being treated as a dumping ground. We urge you to conduct a site visit so that you can begin clean -up efforts and establish a monitoring program for the property until such time as it is developed. Sincerely, Steve Lancaster Director, Community Development cc: Jim Morrow, Director, Public Works Jill Mosqueda, Associate Engineer, Public Works Deborah Ritter, Senior Planner Lt. Steve Kohler, Fire Prevention Officer, Fire Department 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 11 2002 9:07 RM FR AIKEN & FINE P.S.06 728 0754 TO 4313665 P.02/02 r� %xa BRUCIS I7NC JAMES W. AIKEN MARK A. BROWN PATRICK J. KANG LIZ G IBA June 10, 2002 AIKEN & FINE, P.S. ATTORNEYS AT I•Aw 2131 SECOND AVENUE SEATTLE. WASHINGTON 98121 TELEPHONE 400) 721.4500 PACSIMIIS (706) 72547S. MNAU. bfateQaikeaf neuaae City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite #100 Tukwila, Washington 98188 Re: Keystar 9 -Lot Short Plat 3827 South 130th, Tukwila L 2000 -002 (Short Plat) Dear People: I represent Banner Bank. My client, as the successor in interest to Towne Bank, holds a deed of trust security interest [King County Recording No. 20001017000579] in the above referenced property which is the subject of the indicated short plat application. I have your letter of August 29, 2001 which was the grant of preliminary plat approval. The letter provides that the plat application will expire on August 29, 2002, subject to a six -month extension on prior written request. The obligations secured by my client's deed of trust are in default and the Bank has commenced default remedies. The loan documents provide that the borrower (Keystar) designates the Bank as attorney -in -fact to complete the project, at the Bank's election, in the event of default. Request is hereby made that you extend the permit six months from its original expiration date in order to provide my client with sufficient time to complete the foreclosure process and the requirements for final plat approval. In addition, would kindly provide my client, through me, notice in advance of any effort to modify or cancel the existing application. Thank you for your consideration. ly , ours, FINE, PS B i FINE BF /kc cc: CLIENT ** TOTAL PRGE.02 ** JUN 11 2002 9:07 AM FR AIKEN & FINE P.S.06 728 0754 TO 4313665 P.02/02 BRUCL MSC. JAMESIr. AIKEN MARK A. ERO\W PATRICK). KANG LIZ G IAA June 10, 2002 AIKEN & FINE, P.S. ATTORNEYS AT LAW 2131 SECOND AVENUE SEATTLE, WASHINGTON 98121 TT:LEPHONE (zoo) 728,4500 PACSIMILE (206) 128 4754 EMAIL bf,ve kenfne.cora City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite #100 Tukwila, Washington 98188 Re: Keystar 9 -Lot Short Plat 3827 South 130th, Tukwila L 2000 -002 (Short Plat) Dear People: I represent Banner Bank. My client, as the successor in interest to Towne Bank, holds a deed of trust security interest [King County Recording No. 20001017000579] in the above referenced property which is the subject of the indicated short plat application. I have your letter of August 29, 2001 which was the grant of preliminary plat approval. The letter provides that the plat application will expire on August 29, 2002, subject to a six -month extension on prior written request. The obligations secured by my client's deed of trust are in default and the Bank has commenced default remedies. The loan documents provide that the borrower (Keystar) designates the Bank as attorney-in-fact to complete the project, at the Bank's election, in the event of default. Request is hereby made that you extend the permit six months from its original expiration date in order to provide my client with sufficient time to complete the foreclosure process and the requirements for final plat approval. In addition, would kindly provide my client, through me, notice in advance of any effort to modify or cancel the existing application. Thank you for your consideration. Ve � ly , ours, FINE, PS B FINE BF /kc cc: CLIENT ** TOTAL PAGE.02 ** Z Z. re M U0, WI Jf... � w; w O. J u- Q - d _: Z� �0 Z I-- w U0 ww U_ U. O. • lii UU p=.. 0 August 29, 2001 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Owner Keystar, Inc. 6752 Lake Washington Blvd., #B -15 Kirkland, Washington 98033 RE: Keystar 9 -Lot Short Plat at 3827 South 130th, Tukwila L2000 -002 (Short Plat) Gentlemen: Agent Robert N. Parnell, P.E. R.N. Parnell Company 4422 187th Place S.E. Issaquah, Washington 98027 VIA FAX 425 - 641 -5095 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: 1. 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 a. Submit a survey map for the short plat as described in the application checklist which is consistent with all of the conditions of approval. The survey must show the legal descriptions before and after the short plat. The surveyor's original signature must be on the face of the short plat and must have adequate margins meeting King County recording requirements. b. 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 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 \ St i LOO t 1 1 1 (6A. A, Cctout8 380°1 tcw co °)S1s-8, i C_:t, -tii 6)Cc- Tt-Ar--kis.,t VS_ 31 Ole AA CVL:i t+e-dir I-- 1 ' 0.3.v.P0 v:_et. f 1 e...kl-e.Ar 1 4-rD tart uto 0 ' -(4-uoLIC 0---1 A ,u_SA-- V_ _ -00_1 , ) 1 e7crt:,,- , V t"-c-, V\a-4,-- 0AokkilJ AA° -cOce-vvv0-s toir ' ka4- -, ., 4,, ...cknx:,--tr - -A Ar- 1 0V-0 l ‘() coy; cry...4_ -kr ept...Ar a t ,A3 114, 4./•,A-A- r. ,.., try sL_ k-o ce -k-IL-Q- v- :,.., ,., . \,-,,,,e_is,- k LA)oxAck._ kAg3..\).e._ A e-sc-k--.4V\ _9.\. ccak. i•oy (-)..) ,___ 1(A_ cV4--- 1 o.,\ Col•Ne_sviii, 5 ' iA/ke)it-Ar UcK/V 42- in VLSI- RECEIVED__ __ CITY OF TUKWILA AU6' 7 PERMIT CENTER z Z w ce 2; 6 D• 00: cn (.0 w WI ; - 2 g a. - (21 X x, Z • 1-0 Z W Lu. '2 D. W ui. rq • LI 0' L'U 0 z 3ui 26 01 03:54p Kennon Dorna Marshall 425.7392 -7071 r KENYON DORNAY MARSHALL, PLLC MICHAEL R. KENYON MARGITA A. DORNAY LISA M. MARSHALL ROBERT F. NOE BRUCE L. DISEND SANDRA S. MEADOWCROFT THE MUNICIPAL LAW FIRM 11 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027 -3820 (425) 392-7090 (206) 628 -9059 FAX (425) 392 -7071 July 26, 2001 Keystar, Inc. 6752 Lake Washington Blvd., #B -15 Kirkland, WA 98033 Robert N. Parnell, P.E. R.N. Parnell Company 4422 187th Pl. S.E. Issaquah, WA 98027 Keith Floyd c/o Mark Plunkett, Attorney at Law 2366 Eastlake Ave. E., Ste. 413 Seattle, WA 98102 Re: Keystar 9-Lot Short Plat 3827 S. 130th, Tukwila, WA L2000 -002 (Short Plat) Easement Issue Dear Gentlemen: p. 2 ELIZABETH A. ABBOTT AARON J. WOLFF STEVE C. KARIMI STEPHEN R. KING HEIDI L. BROSIVs LAURA E. TWITCHELL DAVID B. ST.PIERRE I am the City Attorney for the City of Tukwila. I am advised that a prescriptive easement issue exists which impacts title to the above - referenced property. A request has been made to me to send you a letter setting forth the City's treatment of the easement issue. I have reviewed correspondence dated July 19, 2000 from Alan Glore (presumably Mr. Keith Floyd's predecessor in interest) to the City indicating that Mr. Glore had reached agreement with Keystar, Inc. on the access issue and that he was removing any objection he had related to the short plat application. I have reviewed an executed agreement recorded in August, 2000 under Recorder's number 2000 091 4000057 entitled "Agreement to Install Driveway ". I have also reviewed recent correspondence dated June 20, 2001 from Mr. Floyd's attorney, Mark Plunkett, to several City officials, indicating that the issue of the prescriptive easement has not been resolved notwithstanding the Agreement to Install Driveway. F,\ APPS \MUNr \nr \LT00324.ifn /rEn /072601//d1 SERVING WASHINGTON CITIES SINCE 1993 librr+:lf�`r4.A n.w. '#Y++i',..Kiw'Ar:7•r r• Mit:i‘A::+414P, ..711« 11.1Ziikalili 4l4kSYCu.' �. Jt:f i 26 01 03:54p July 26, 2001 Page 2 Keryon Dorna Marshall 42F.7392 -7071 Mr. Plunkett, in a phone call I had with him a few weeks back, indicated that his client challenges the enforceability of the agreement. The City, however, has no authority to look behind an agreement that is recorded, appears on title, and appears enforceable on its face, when processing a short plat application. Absent anything clouding the title, the City must process the short plat application. The City suggests that the parties work out the access issues under the terms of the recorded agreement. The agreement indicates that Mr. Glore (or his successor) will submit plans for access "... at a location designated by Glore ... ". The access shall be installed, according to the agreement, on or before, August 1, 2001. In the event access is not installed, Glore (or his successor) shall receive $3,500 as liquidated damages. As indicated above, there is nothing of title at this point to indicate that the agreement is not binding on the parties. if Mr. Floyd, challenges the enforceability of the agreement or the validity of the agreement, he must take some additional affirmative actions beyond simply stating that he has a problem with the agreement executed by his predecessor in interest. Under the terms of the agreement the easement issue will be resolved by August 1, 2001. The City is processing the short plat application but cannot issue preliminary approval until the August 1, 2001 date has passed, assuming that Keystar can provide evidence of performance on the agreement, that any other conditions for final plat approval are met, and that Mr. Floyd has not taken any steps to put clear title at issue in this matter. In order to verify performance on the agreement Keystar must either provide the City with a certification from Glore's successor that the driveway has been installed or proof that it has paid Glore's successor pursuant to the terms of the agreement. Thank you for your attention to this matter. OFFICE OF THE CITY ATTORNEY Robert F. Noe{ City Attorney cc: Deb Ritter, Planner Jack Pace, Planning Manager Jim Morrow, Director or Public Works F:\ APPS\ MUNL \RNN \LT00324.rin/rEn/072601//d1 P. 3 0.4 INVO,+r*nosyetimmrmn r44FAn MPW..1 +W,Ve4 :..wy CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Keystar Nine Lot Short Plat File #: L2000 -002 Date: 07.02.01 Reviewer: L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department has the following comments regarding your application for the above permit. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. For the Short Plat: 1. The short plat shows and describes easements and covenants. However, the City requires separate documents for recording along with the short plat. You must provide these documents before you receive final approval. • Tract A Deed with notarized signatures, legal description, drawing showing location, and completed King County Excise Tax form. • Drainage Easement with notarized signatures, legal description and drawing showing location. • Utility easement with notarized signatures, legal description and drawing showing location. • Drainage covenant with notarized signatures. • Any additional easement, deeds, or covenants that are not listed here. 2. Before final approval, you shall provide all documentation necessary for turnover of infrastructure to the City. Please contact Dave McPherson, 206 - 433 -0179, for help with the turnover requirements. Projects /keystar /1200 -009 keystar 9 lot comet 2 1 z _1. '~ w ..J U. 00 N o) W Jl=-' CO LI; W o g u. • d z�. o z C1. :0—` 0 W La H :- IL iuZ = 0 z For the Miscellaneous Permit application: 1. Please provide construction plans, stamped, signed and dated, for the sewer and water installation. I provided incorrect information to you in my last comments. You will not need to install these under a City Franchise Agreement, because the water and sewer will be installed while the property belongs to Keystar. 2. Provide a letter from Zipper Zeman Associates stating the design meets the geotechnical requirements. 3. Provide two itemized cost estimates for ALL work and a performance bond for 150% of the highest estimate. 4. Provide site distances and reference for method used to determine them. w0 g Q' 5. Provide lighting calculations per the Draft Infrastructure Design and w Construction Manual I provided you. 2 z F-, o; z 1-, 6. For all public infrastructure provide plans, profile, material specifications, and j o U O— 7. On the permit plan set show: w w • The vault access at a right angle to S. 130th St., 20' wide, and - o' having the appropriate turning radii at the right of way. o w� • Show removable bollards at the detention vault access. o installation specifications. • Show location of the power vault and other elements of the lighting system. • Show mailbox locations. • Show stop sign, no outlet sign, sidewalk ends signs, and street name sign. • Provide an erosion prevention and sediment control plan. Projects /keystar /1200 -009 keystar 9 lot comm 2 2 MARK K. PLUNKETT ATTORNEY AT LAW SUITE 413 — THE AREIS BUILDING 2366 EASTLAKE AVENUE EAST SEATTLE, WASHINGTON 98102 OFFICE (206) 328 -8345 FAX (206) 322 -4139 June 20, 2001 Deborah Ritter Associate Planner City of Tukwila — Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 Dear Ms. Ritter: JUN 2 6 2001 AG;r L, jit "ZEN y 5 I am writing to let you know that the issue regarding the prescriptive easement over Keystar's property at 3827 South 130th, Tukwila has not been resolved. Keith Floyd and his predecessors in interest have accessed their property (Floyd's property) via a driveway that runs along the western edge of Keystar's property since 1962. Prescriptive rights to the use of the driveway have thus been perfected by almost 40 years of open, notorious, continuous, and uninterrupted use of the driveway. My client, Mr. Floyd, has a right to access his property via the driveway on Keystar's property. We request that your Department issues no further plans or permits for the development of this property until this issue has been resolved. I will be in touch with you shortly to further discuss this matter. Sincerely, Mark K. Plunkett Attorney at Law W.S.B.A. No. 16834 (206) 328 -8345 MKP /apg cc: Floyd, Mosqueda, Anderson, Keystar z Z. w 6 J U: 00 co w J= U) . wO Q. a = w F-= Z �. 1— O. Z }. w 0 1--: U.1 ua 1- -; IL 16. tii Z, 0 z 1/5 • June 25, 2001 Keith Floyd 3809 South 130th Street Tukwila, WA 98168 Dear Mr. Floyd: MARK K. PLUNKETT ATTORNEY AT LAW SUITE 413 - THE AREIS BUILDING 2366 EASTLAKE AVENUE EAST SEATTLE, WASHINGTON 98102 OFFICE (206) 328 -8345 FAX (206) 322 -4139 r° copy Enclosed are copies of letters I have sent to Keystar and the City of Tukwila regarding the easement to your property. Please call me immediately with any questions you may have. Sincerely, Mark K. Plunkett Attorney at Law W.S.B.A. No. 16834 (206) 328 -8345 MKP /apg Enclosures; cc: Mosqueda, Ritter, Anderson, Keystar z = Z. •w n JU • o o co w: J = w wO gJ' LL Q' mow, _. :z I- O: z ►- .2' n I. 10 Ni !w w' H 0 • LU.z z MARK K. PLUNKETT ATTORNEY AT LAW SUITE 413 - THE AREIS BUILDING 2366 EASTLAKE AVENUE EAST SEATTLE, WASHINGTON 98102 OFFICE (206) 328 -8345 FAX (206) 322 -4139 June 20, 2001 L. Jill Mosqueda, P.E. Associate Development Engineer City of Tukwila - Public Works Department 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 Dear Ms. Mosqueda: COPS' I am writing to let you know that the issue regarding the prescriptive easement over Keystar's property at 3827 South 130th, Tukwila has not been resolved. Keith Floyd and his predecessors in interest have accessed their property (Floyd's property) via a driveway that runs along the western edge of Keystar's property since 1962. Prescriptive rights to the use of the driveway have thus been perfected by almost 40 years of open, notorious, continuous, and uninterrupted use of the driveway. My client, Mr. Floyd, has a right to access his property via the driveway on Keystar's property. We request that your Department issues no further plans or permits for the development of this property until this issue has been resolved. I will be in touch with you shortly to further discuss this matter. Mark K. Plunkett Attorney at Law W.S.B.A. No. 16834 (206) 328 -8345 MKP /apg cc: Floyd, Ritter, Anderson, Keystar . ....r+.:....- ..�. +..w.uw.mwex�+ area+ nar. �« wrn! w. �nr�. a• �n*;.H a�wr .w.,..anneawrw�w+w•utaeww+w^fi Z • Z • w 6 O - 0 cnw; III = • J W w: w0 J = w' F-- _ Z� I— O. Z • ~' 0 S12; w w, H. 0 z'; ui = z MARK K. PLUNKETT ATTORNEY AT LAW SUITE 413 - THE AREIS BUILDING 2366 EASTLAKE AVENUE EAST SEATTLE, WASHINGTON 98102 OFFICE (206) 328 -8345 FAX (206) 322 -4139 June 20, 2001 Stan Anderson Superintendent of Streets City of Tukwila Dear Mr. Anderson: I am writing to let you know that the issue regarding the prescriptive easement over Keystar's property at 3827 South 130th, Tukwila has not been resolved. Keith Floyd and his predecessors in interest have accessed their property (Floyd's property) via a driveway that runs along the western edge of Keystar's property since 1962. Prescriptive rights to the use of the driveway have thus been perfected by almost 40 years of open, notorious, continuous, and uninterrupted use of the driveway. My client, Mr. Floyd, has a right to access his property via the driveway on Keystar's property. We request that your Department issues no further plans or permits for the development of this property until this issue has been resolved. I will be in touch with you shortly to further discuss this matter. Since -ly, Mark K. Plunkett Attorney at Law W.S.B.A. No. 16834 (206) 328 -8345 MKP /apg cc: Floyd, Mosqueda, Ritter, Keystar MARK K. PLUNKETT ATTORNEY AT LAW SUITE 413 - THE AREIS BUILDING 2366 EASTLAKE AVENUE EAST SEATTLE, WASHINGTON 98102 OFFICE (206) 328 -8345 FAX (206) 322 -4139 June 20, 2001 Larry Mueller, President QOP Keystar, Inc. 6752 Lake Washington Blvd., # B -15 Kirkland, Washington 98033 Dear Mr. Mueller: I am writing to let you know that the issue regarding the prescriptive easement over Keystar's property at 3827 South 130th, Tukwila has not been resolved. Keith Floyd and his predecessors in interest have accessed their property (Floyd's property) via a driveway that runs along the western edge of Keystar's property since 1962. Prescriptive rights to the use of the driveway have thus been perfected by almost 40 years of open, notorious, continuous, and uninterrupted use of the driveway. My client, Mr. Floyd, has a right to access his property via the driveway on Keystar's property. We request that you delay further development of this property until this issue has been resolved. I will be in touch with you shortly to further discuss this matter. Sincerely, Mark K. Plunkett Attorney at Law W.S.B.A. No. 16834 (206) 328 -8345 MKP /apg cc: Floyd, Mosqueda, Ritter w - . em w ,_. . •...r.0"t.,......V. z • IX 2 • 0: UO . coo; w; w= CO w a. s z �.. t- O: Z I- w w: UN: ;O :0E-: I u 0: • _ _ z: ui0 I-. z • RNP June 15, 2001 Deborah Ritter, Associate Planner City of Tukwila Dept. of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 R.N. PARNELL COMPANY CIVIL ENGINEERING 1VAIER RESOURCES ENGINEERING MANAGEMENT ENVIRONMENTAL SERVICES CONSTRUCTION MANAGEMENT Subject: Keystar 9 Lot Short Plat, 3827 South 130th Street, Tukwila L2000 -002 Short Plat Dear Ms. Ritter: RECEIVED CITY OF TUKWILA JUN 1 5 2001 PERMIT CENTER We are responding to your February 22, 2001 letter containing both Public Works and Planning comments on our February 8, 2001 submittal of revisions and additional information. Your department letter of June 1, 2001 provided a time extension until June 15, 2001 for submittal of this information. Thank You. General Comments: 1. We have clouded changes made in plans. 2a. Survey or plat map provided 2b. Site or Development Plan containing topography, easements, ROW, frontage improvements, street lights and schematics for storm drainage and water and sanitary sewer utilities. 3. We understand that frontal improvements, which include under grounding of power, are part of the provisions for completing a short plat. Public Works 4. Survey. Survey monuments used in preparing the boundary survey are shown on the site development plan and also on the survey plat map. Boundary marker pins (1/2" rebar with cap) were either found or installed. Lot corners for the 9 lots will be installed after short plat conditions of approval are provided. Monuments to be installed during short plat public access street construction are shown on the survey plat map. 5. Site Plan - Access. Access note for driveway to Mr. Glore's residence deleted. New note reflects agreement for new offsite access per Agreement to Install Driveway per recording number 20000914000057. Copy of agreement enclosed. 6. Site Plan - Storm Drainage. 6a. Storm drainage connections shown for each lot. Easement over lot 6 for lot 5 drainage is shown on the plans. 6b. Turning radii and location of vault access are clarified. 6c. A fire hydrant exists outside the vault access area and does not need to be removed. 7. Site Plan - Lighting. Proposed street lighting is shown on South 130th Street. We added a street Tight to the public access road. Normally, Puget Sound Energy designs the actual street light location and sizes the lamp. We have shown a street Tight near the cul de sac. However, additional lights or lamp changes may be required by PSE or city staff during final design. 4422 187th Place S.E. • Issaquah, WA 98027 • 425/643 -3560 • FAX 425/641 -5095 8. Site Plan -Other We have relocated the water line 2" Blow Off from within the paved street area to behind the curb near lot 5 and adjacent to the two water meters Short Plat Comments - Planning 9. Survey 9a. We have added a statement to the plat for the Public Works Director approving the survey data, etc., per TMC 17.04.060(B)(1). 9b. Certificate bearing the names of all persons having a financial interest, etc. and a waiver by them, etc. per 17.04.060 (B)(2). 9c. Certification by the Public Works Director that the subdivider has complied with one of the following i.e. (i) "As constructed" or (ii) bonding or other financial agreement, etc. 10. Site Plan - Steep Slopes A separate plan sheet shows the location of all slopes that are 20% or greater using ink shading or black hatch marks 11 Site Plan - Significant Trees. A Tree Retention /Removal Plan for the preservation of significant trees and vegetation in sensitive areas of all slopes 20% or greater and for the site is provided. All tress identified were deemed significant as they were over 4" caliper. (Health of trees, including fruit trees and ornamental trees were not considered.) Some 22 trees were identified on site. Each existing significant tree removed would be replaced with new tree(s) based on tree size according to TMC 18.54.130(3)(b). We understand that a tree clearing permit will be required prior to issuance of any land altering permit. A 5' wide utility easement is usually provided for on the final plat for both public and private utilities along the frontage of Tots. This easement would handle the water meters and 2" Blow Off along lots 3,4,5,6, &7. If City desires a separate utility easement, we will provide on final engineering plans and on the final plat. Thank you for also including a list of items 12 -28 of permitting improvements requirements and your process for the Miscellaneous permit applications. With this submittal of revised and requested additional information, you should have the information necessary to issue preliminary short plat approval with conditions. Please call Robert Parnell at 425/643 -3560 or Steve Araki at 425/451 -1400 if you desire additional information to provide preliminary short plat approval. Sincerely Robert N. Parnell, PE Enclosures: As stated CC: Keystar Inc. Steve Araki /Larry Mueller VFW AFTER RECORDING RETURN TO: Stephen T. Araki, P.C..Escrow Services 2100 116th Ave NE Bellevue, Washington 98004 Attn: Sheila /Laura 20000914000057 PACIFIC NW TIT AG 15.00 PAGE 001 OF 008 09/14/2000 09:11 KING COUNTY, WA Document type: Agreement to Install Driveway Reference number(s): FILED BY PNWy Additional reference numbers on page of document un Grantor(s): cm. 1. Keystar, Inc. CD. 2. cri 3. 0 4. cm cm c Additional names on page of document Grantee(s): 1. Alan Glore 2. 3. 4. Said documant(s) were filed for record by Pacific Northwest Title as accommodation only. It has not been examined as to proper execution or as to its effect upon title. Additional names on page of document Legal description: Abbreviated form: Ptn. Tract 54, Riverside Interurban Tracts, Vol. 10, Pg 74. AND Lot 2, Blk. B, River View, Vol. 17, pg. 15 Full legal description on page land 7 of document; Property tax account number(s): 734060 -0803 and 733240 -0045 w 6 UO U W= JI. N LL Ya WO _: H O Ww Z I-: U� O �. ca H. W uj I- C.) LL O. .. Z W U W' F- F=- O Z AGREEMENT TO INSTALL DRIVEWAY An Agreement entered into thisf day of July, 2000, between Keystar,;Inc. (hereafter "Keystar "), a Washington corporation and Alan Glore (hereafter "Glore "). R E C I T AL S Whereas, Keystar is the owner of the real property (hereafter "Keystar's Property "), the legal description for which is: That portion of Tract 54, Riverside Interurban Tracts, per the plat thereof recorded in Volume 10 of plats, page 74, King County, Washington, lying west of Davis Replat of said Tract 54, per the plat thereof recorded in Volume 24 of plats, page 49, in King County, Washington, except the South 100' thereof; Whereas, Glore, is the owner of the real property (hereafter "Glore's Property ") described as follows: See Attached Exhibit A (legal description may be attached later) Whereas, Glore, with the permission and consent of Keystar and Keystar's predecessor's in interest, have accessed Glore's Property by crossing over Keystar's Property along the western edge of Keystar's property; Whereas, Glore have filed a written objection with the City of Tukwila to the short subdivision of Keystar's Property by ,Keystar because of the possibility of losing their access across Keystar'. s Property to Glore's Property; AND, Whereas, both Keystar and Glore have reached an agreement for the removal of any claims by Glore to access across Keystar's Property in exchange for Keystar providing a new driveway access to Glore's Property pursuant to the terms of this Agreement, NOW, THEREFORE, THE PARTIES AGREE AS FOLLOWS: 1. REMOVAL OF OBJECTION. Glore agrees to sign and deliver the attached letter, a true and complete copy of which is attached as Exhibit B to this Agreement and incorporated herein by this reference, removing their prior written objection filed with the City of Tukwila. 2. WAIVER OF CLAIMS. Glore agrees that he waives any claims he may now or later have with respect to any right to claim access to his property across Keystar's Property, regardless whether such claim is based on any express agreement or AGREEMENT TO INSTALL TAivr. a» £ •, 1 understanding, or whether such claim is based on an easement by prescription, implication, or necessity. 3. INSTALLATION OF NEW DRIVEWAY. 3.1 General. Keystar will install a new driveway access to Glore's Property, across Glore's Property, at a location designated by Glore and consistent with any plans or specifications selected by Glore as to the materials, design and manner of construction of the new access for which Glore may obtain approval from the City of Tukwila. Regardless of the location selected by Glore and the design and specification of materials, Keystar shall not be obligated to spend more than $3,500 to install the new driveway access. The $3,500 limitation on the part of Keystar shall be without regard to whether this amount will be sufficient to completely install the new access and shall be inclusive of all costs to Keystar, including but not limited to: street improvements required by the City of Tukwila, utility upgrades, permits, application fees, design fees, engineering fees, third party consultant fees, traffic studies, as well as all costs of materials and labor. In the event that the cost to install the new access is less than $3,500 limit, Glore shall not be entitled to the difference between the finals costs of installation and the $3,500 limit. Keystar will not include, in its costs of installation, any mark -up for any labor or materials it will provide or any other costs of administration. All costs incurred by Keystar whether by employees of Keystar or subcontractors, shall be directly passed through to Glore, and shall only include applicable sales or use taxes. 3.2 Time.. The new access shall be installed by no later than August 1, 2001. 3.3 Failure To Install. In the event that Glore shall fail to request the installation of the new access by Keystar or in the event that Keystar shall fail to install the new access by the date specified above in paragraph 3.2, then as a liquidated damage and not as a penalty, Glore shall be entitled to receive the sum of $3,500, less any costs incurred by Keystar as Glore's sole remedy. 3.4 Duty To Cooperate. Glore shall cooperate with Keystar in its efforts to install the new driveway access and give Keystar and /or its subcontractors reasonable access to their property at reasonable times. 3.5 Duty To Restore Property. Keystar, as part of the cost of installing the new driveway access, shall restore Glore's Property to the same or similar condition prior to it being disturbed for the construction of the new driveway access. 4. HOLD HARMLESS; ENFORCEMENT. Keystar shall indemnify and otherwise hold Glore harmless from any and all claims which third parties may assert against Glore as a result of work done by Keystar to install the new driveway access. In the event either party to this agreement shall commence and action at law to enforce any provision, the prevailing party shall be entitled to an award of all taxable court costs and, in addition, an award of reasonable attorney fees. AGREEMENT TO INSTALL TDI Vl A V -'% 5. MISCELLANEOUS. 5.1 Choice of Law. All of the terms herein and the rights, duties and remedies of the parties shall be governed by the laws of the State of Washington. 5.2 Binding Effect. All of the benefits of this agreement shall inure to either party's successors in interest and assigns and the obligations hereunder shall be binding upon both parties' legal representatives, successors and assigns. 5.3 No Waiver. Neither party shall be deemed to have waived any rights under this or any other agreement unless the waiver is in writing and signed by the party who is waiving such rights.. No delay by either party in exercising their rights shall be a waiver nor shall a waiver on one occasion operate as a waiver of such right on a future occasion. 5.4 . Authority. In construing these terms and conditions, the singular shall include the plural, all grammatical changes shall be made and implied so that this agreement shall apply equally to individuals, corporations and partnerships, all as the circumstances may require. For any party hereto which is a corporation, this instrument has been executed by one of its officers or other person authorized to do so. 5.5 Construction. In the event either party should seek the assistance of a court of law to construe or interpret any portion of this Agreement, both parties agree that the Agreement shall not be interpreted or construed in the light most favorable or advantageous to that party simply because that party was not responsible for drafting the language in this Agreement and the portion in question. 5.6 Time is of the essence. 5.7 Counterparts; Facsimile signature. This agreement may be signed in counterparts by the parties with the same effect as if all original signatures were affixed to one page. Any party to this agreement may rely upon a facsimile copy of a signature of another party to be of the same force and effect as an original signature and upon demand, the party providing the signature by facsimile will deliver the signed original to the requesting party. Keystar, Inc. AGREEMENT TO INSTALL ..ni•lc•VUA V - La" ry Muel er, President • 7 u Alan Glore STATE OF WASHINGTON County of KiN Cr- I certify that I know or have satisfactory evidence that Alan Glore (ishare) the person(s)- who appeared before me, and said person(&)- acknowledged that (he /she /they) signed this instrument and acknowledged it to be (his /here) free and voluntary act for the uses and purposes mentioned in this instrument. DATED: 7 & / a oo L__//glend ssssssssssssssss ���..o. IHUVA ssss ,. J•�M. Exp•• �� Off. :gym: O.CARy. $ ay. •— : z: ,,, # ;∎' °F O� �W,i. :$\%o AGREEMENT TO INSTALL poWRWAV_4 Name (typed or printed): NOTARY PUBLIC in and for the tateof Residing at (Q.E'Lt 1,Q, My appointment expires: BRENDA THUVAN LE z. w . J• U O O? co O W =' J I—; N u_ '. ill. 0 • n I- US Z M. I- O w I- ,D a: .10 S; W W. .M Z; H = .O z • L:Y STATE OF WASI- IINGTON) COUNTY OF KING ) On this 1 a- day of /,. • /��� t� 0:4,6sr0 , before me, the undersigned, a Notary Public in and for the State o , duly commissioned and sworn personally appeared -1_ v� , to me known to be the POIsldet ) and S a/A2:, ecretary,, respectively, of the corporation that executed the foregoin instrument, and acknowledged to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that .-he 1 authorized to execute the said instrument. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. OFFICIAL SEAL _ SHEILA F. OSBORNE Notary Public —State of Washington My Commisslon Expires 3 -942 ./ Aria. 4f, Nota Public a • for the State of siding at My commission expires: 3 - -, -o __ LEGAL DESCRIPTION EXHIBIT "A" LOT 2, BLOCK B, RIVER VIEW, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE 15, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. Tax Acct:# 733240 0045 Alan Giore 3809 S. 130th St. Tukwila, WA 98168 July 19, 2000 City of Tukwila Re: Removal Of Objection To Short Subdivision Applicant: Keystar, Inc. Tax Lot: 734060 -0803 Dear Sirs/Madam: This is to advise you in writing that we have reached a mutually acceptable agreement with Keystar, Inc., as to the access driveway to my home and that we remove any prior objection we communicated to you as to the approval of the above referenced short subdivision application. Alan Glore FYHIRIT R • mow' JOi :U O: Wz J 1- cn u-; • w o'. • 'co Dr u. = w a. .f- • z � z I— ;Ocn; `w w 1jz . z June 1, 2001 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Owner Agent Keystar, Inc. Robert N. Parnell, P.E. 6752 Lake Washington Blvd., #B -15 R.N. Parnell Company Kirkland, Washington 98033 4422 187th Place S.E. Issaquah, Washington 98027 VIA FAX 425 - 641 -5095 RE: Keystar 9 -Lot Short Plat at 3827 South 130th, Tukwila L2000 -002 (Short Plat) Gentlemen: On February 22, 2001 we provided you with our technical review comments for the above - referenced short plat application. On May 11, 2001 you were advised that the deadline for the submittal of the requested materials was June 1st. In response to your May 30th request for an extension, this letter is to notify you that the short plat file will be closed if you have not provided all of the requested documentation by June 15, 2001. No further extensions will be granted. If you have questions, please contact Deborah Ritter at 206 - 431 -3663. Sincerely, Jack Pace Planning Manager cc: Deborah Ritter, Associate Planner Jill Mosqueda, Associate Engineer, Public Works Mike Alderson, Assistant Chief, Fire Department 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 z w J0 oo co O u) J LL.; w w a. =d w z� o; z w 0 I- w w. 1--�. U. z U=: o�: z May 11, 2001 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Owner Agent Keystar, Inc. Robert N. Parnell, P.E. 6752 Lake Washington Blvd., #B -15 R.N. Parnell Company Kirkland, Washington 98033 4422 187th Place S.E. Issaquah, Washington 98027 RE: Keystar 9 -Lot Short Plat at 3827 South 130th, Tukwila L2000 -002 (Short Plat) Gentlemen: On February 22, 2001 we provided you with our technical review comments for the above - referenced short plat application. We have not received a response to date. This letter is to notify you that the short plat file will be closed if you have not provided all of the requested documentation by June 1, 2001. If you have questions, please contact Deborah Ritter at 206 -431 -3663. Sincerely, Cr,. G, Deborah Ritter Associate Planner cc: Jack Pace, Planning Manager Jill Mosqueda, Associate Engineer, Public Works Mike Alderson, Assistant Chief, Fire Department 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 22, 2001 Owner Keystar, Inc. 6752 Lake Washington Blvd., #B -15 Kirkland, Washington 98033 RE: Keystar 9 -Lot Short Plat at 3827 South 130th, Tukwila L2000 -002 (Short Plat) Gentlemen: Agent Robert N. Parnell, P.E. R.N. Parnell Company 4422 187th Place S.E. Issaquah, Washington 98027 Steve Lancaster, Director On February 8, 2001 you resubmitted documentation requested by Public Works in their September 7, 2000 memo and by Planning in their July 11, 2000 letter (and previous letters). We have the following comments. General Comments 1. Please "cloud" changes from one plan set to the next on at least two of the plan sets you submit. One plan set will go to Public Works and one to Planning. 2. You have provided too much detail for the purposes of the short plat permit. These construction - related details will be required at a later date by Public Works in connection with a Miscellaneous Permit. At the present time, in order to obtain preliminary approval of the short plat, you must simplify your short plat documentation and provide the elements required for preliminary short plat approval. To accomplish this, you are to provide information on two or more plan sheets, as follows: a. One sheet is the survey or plat map, which must contain all of the items required in TMC 17.04.060. This sheet will be recorded. b. The other sheet is a site or development plan containing the items required in TMC 17.12.020(A)(8), such as topography, easements, rights -of -way and schematics for storm drainage and utilities. We have enclosed another copy of Title 17 Subdivisions and Plats for your reference. We are providing specific comments about the current deficiencies in the survey and site plan in the following sections labeled "Short Plat Comments." 3. In response to your inquiry (and per the Public Works Director), a proportionate fair share agreement does not apply to this project. Frontal improvements, which include underground power, are part of the provisos for doing a short plat. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 z • w U: O O. u? ❑ w= J • w. u O �a =• d: 1- zF. F- O z F- w • w U ❑ ❑ 1-. ww Z UN 17: ~` z :a Keystar Inc. Robert Parnell February 22, 2001 Page 2 Short Plat Comments — Public Works The following comments apply to the short plat documentation you provided the City on February 8, 2001: 4. Survey Please show the survey monuments. 5. Site Plan - Access Please change the access driveway note for Mr. Glore's access. Include the recording number for the Agreement to Install Driveway. 6. Site Plan - Storm Drainage a. Please show the storm drainage connection you expect for each lot. Based on our review and the information you have provided to date, we believe Lot 5 may require a drainage easement. b. Please clarify the turning radii and location of the vault access. The City must have access for the vector truck to the vault. The City will not pump from South 130t Street. c. Is there a fire hydrant located in the vault access? If so, this will need relocation. 7. Site Plan - Lighting Please show all existing and proposed street lighting on South 130th Street and on the public access road. 8. Site Plan - Other Please relocate the 2 -inch blow -off for the water line. The City does not want the blow -off in the street. You may need an easement from Lot 5. Short Plat Comments - Planning 9. Survey Per TMC 17.04.060(B) attached, the plat shall include the following statements: a. A statement to be signed by the Public Works Director approving the survey data, the layout of the streets, alleys and other rights -of -way, design of bridges, sewage and water systems, drainage systems and other structures (per TMC 17.04.060(B)(1). =w c4 2 6 J U; UO: cn w z` in O' g-J = d. H w. 2 z� 1- O Z uj w 2p co ww -: II O. wz U =, O H- z Keystar Inc. Robert Parnell February 22, 2001 Page 3 b. A certificate bearing the printed names of all persons having an interest in the subdivided land, signed by the persons and acknowledged by them before a notary public, consenting to the subdivision of the land and reciting a dedication by them of all land shown on the plat to be dedicated for public uses, and a waiver by them and their successors of all claims for damages against any governmental authority arising from the construction and maintenance of public facilities and public property within the subdivision (per TMC 17.04.060(B)(2). c. Certification by the Public Works Director that the subdivider has complied with one of the following (per TMC 17.04.060(B)(9): (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 have been executed in accordance with TMC 17.24.030 sufficient to assure completion of required improvements and construction plans. d. A certificate of approval to be signed by the DCD Director, Public Works Director and Fire Chief (per TMC 17.04.060(11). 10. Site Plan — Steep Slopes In an earlier revision you submitted a plan sheet to document areas containing slopes over 20 %. To do this you shaded various areas with a highlighter pen. However, this plan still omits several steep slopes on site that are 20% or greater. Per TMC 17.14.20.(B)(j) please provide a separate plan sheet showing the location of all slopes that are 20% or greater using ink shading or black hatchmarks. Do not use highlighter pens as they will not reproduce. 11. Site Plan - Significant Trees 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) 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. Keystar Inc. Robert Parnell February 22, 2001 Page 4 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). Permitting (Improvementsi Once the required revisions to your Short Plat application have been provided and Keystar has received preliminary approval, you must apply to Public Works 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 the construction specifications. The sewer and water installation require a Franchise permit through Greg Villanueva, Public Works Utility Inspector. Please be aware that the following will be required by Public Works in connection with the Miscellaneous permit application. Please provide plans, specifications and details with that application. Storm Water and Erosion Control 12. The Senior Surface Water engineer ran the KCRTS program and approved the vault size provided. He states the vault is slightly oversized. 13. The plan sheet you submitted on February 8, 2001 is very busy and we cannot tell what happens with the 12 -inch storm drain running along South 130th Street. Please clarify. 14. Provide a separate sheet with erosion prevention and sediment control, per 1998 King County Surface Water Design Manual. 15. Provide details, elevations, material specifications and installation specifications for the storm drainage detention and water quality vault. 16. Please provide removable bollards at the vault access. Utilities 17. Instead of relocating the power poles located at South 130th Street and the public access road, you may prefer undergrounding these crosswires from the north side of South 130th Street. This is a suggestion, not a requirement. 18. Please provide plan sets for the water and sewer installations. These will probably be installed as Franchise permits, the same as River Hills was done. The City has requirements of 10 foot horizontal separation and 18 -inch vertical separation between water and sewer. You may want to check to see if this applies to ValVue and Water District #125. 19. For lighting, please show all lighting elements on the plans and provide specifications and lighting calculations. Keystar Inc. Robert Parnell February 22, 2001 Page 5 z re w Miscellaneous 6 J O UO N 0 w= J 20. Along with the Miscellaneous permit application, please provide two itemized cost estimates showing the total project costs and provide a performance bond for 150 %0 of the higher of the two estimates. All the work includes frontal improvements (including street lighting), storm drainage, land altering, erosion control. 21. Please show expected location of the mailboxes. Geotechnical w O. u<. Id �w 22. Provide letter from Zipper Zeman Associates stating the design meets all the geotechnical z O z 1-. w w C) 23. Mr. Glore's driveway must be installed by August 1, 2001, according to the recorded Agreement to Q F— Install Driveway. Keystar MUST have this driveway installed before the access to Mr. Glore's house w w' is closed off, even if this occurs before August 1, 2001. This driveway will require a separate v; Miscellaneous permit application along with plans and specifications. u_ p' .. Z. 24. For accesses on South 130th Street, please provide site distances and the standard you used to v =: 0 z recommendations in the report. Roadway, Frontal Improvements and Access determine the site distances. 25. Provide profile and cross - section for South 130t Street which shows all improvements, existing and proposed. Show how South 130th Street will transition into the existing. Show transitions at the ends of the sidewalk. 26. Provide profile and cross - section for public access road showing all improvements. 27. For all roadways and all new infrastructure, provide material AND installation specifications. Include compaction lifts for the roadway. 28. Please provide a stop sign at the intersection of the public access road and South 130t Street. Provide sidewalk -end signs and provide a street name sign. All signs per MUTCD. The Public Works Department has enclosed the DRAFT of the City's revised Infrastructure Design and Construction Standards. Please review this carefully. You should pay particular attention to the areas they have highlighted. They have also enclosed a Turnover Packet for all of the frontal improvements and the storm drainage improvements. Please take a close look at the requirements for turnover. Keystar Inc. Robert Parnell February 22, 2001 Page 6 Next Step Upon receipt of all of the documentation requested in Items 1 through 11 above, we will continue processing your Short Plat application. If you have any questions regarding Public Works comments, please contact Jill Mosqueda, Associate Engineer, at 206 -433 -0179. If you have questions regarding Planning comments, please contact Deborah Ritter at 206 -431 -3663. Sincerely, -1,,2,667(-4 Deborah Ritter Associate Planner P2_ cc: Jill Mosqueda, Associate Engineer, Public Works Mike Alderson, Assistant Chief, Fire Department z w w g, 6 J U: O O> cn w•. W w• o g'. s Z F- O' Z►-.: U • 0, O I- :ww�: O li.. Z; 0 O CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Keystar Nine Lot Short Plat File #: L2000 -002 Date: 02.15.01 Reviewer: L. Jill Mosqueda, P. The City Of Tukwila Public Works Department has the following comments regarding your application for the above permit. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. General 1. Please "cloud" changes from one plan set to the next on at least one of the plan sets you submit. This plan set will go to Public Works. 2. To help clarify the plans, you may provide two plan sheets; one that shows everything and one that shows EVERYTHING BUT the topography. 3. Per the Public Works Director, a proportionate fair share agreement does not apply to this project. Frontal improvements, which include underground power, are part of the provisos for doing a short plat. 4. Mr. Glore's driveway must be installed by August 1, 2001, according to the recorded Agreement to Install Driveway. Keystar MUST have this driveway installed before the access to Mr. Glore's house is closed off, even if this occurs before August 1, 2001. This driveway will require a separate Miscellaneous permit application along with plans and specifications. 5. Please provide plan sets for the water and sewer installations. These will probably be installed as Franchise permits, the same as River Hills was done. The City has requirements of 10' horizontal separation and 18" vertical separation between water and sewer. You may want to check to see if this applies to ValVue and WD125. Projects /keystar /12000 -002 9 lot short 1 z ~w re f. J 0. O 0 O 0 J w 0. u_ a u) d zF.. f- 0 zF-- • o o -- 0 E— =U 9--0 .z CU co 0 z :i t+"ttl° • 6. Show the survey monuments on the short plat sheet and on the miscellaneous application construction plans. Short Plat The following comments apply to the short plat plan sheets you provided the City on 02.08.01: 1. Access ❑ Please change the access driveway note for Mr. Glore's access. Include the recording number for the Agreement to Install Driveway. 2. Storm Drainage o The Senior Surface Water engineer ran the KCRTS program and approved the vault size provided. He states the vault is slightly oversized. ❑ The plan sheet is very busy and I can not tell what happens with the 12" storm drain running along S 130th R. Please clarify. o Please show storm drainage connection you expect for each lot. If you plan to do what I am guessing you are planning to do, I believe Lot 5 may require a drainage easement. o Please clarify the turning radii and location of the vault access. The City must have access for the vactor truck to the vault. The City will not pump from S 130th R. ❑ Is there a fire hydrant located in the vault access? If so, this will need relocation. 3. Lighting ❑ Instead of relocating the power poles located at S 130th St and the public access road, you may prefer undergrounding these crosswires from the north side of S 130th St. This is a suggestion, not a requirement. o Please show all existing and proposed street lighting on S. 130th St and on the public access road. 4. Other o Please relocate the 2" blow -off for the water line. The City does not want the blow -off in the street. You may need an easement from Lot 5. o Please show expected location of the mailboxes. Projects /keystar /12000 -002 9 lot short 2 Permitting Once Keystar has preliminary approval for the short plat, Keystar must apply for a Miscellaneous permit for land altering, curb cut /access, storm drainage, street use, fire loop /hydrant. The submittal should include plan sheets and the construction specifications. The sewer and water installation require a Franchise permit through Greg Villanueva, Public Works Utility Inspector. 1. Please provide plans, specifications and details with the Miscellaneous permit application. 2. Along with the permit application, please provide two itemized cost estimates for ALL the work and a performance bond for 150% of the highest estimate. All the work includes frontal improvements (including street lighting), storm drainage, land altering, erosion control. 3. Provide letter from Zipper Zeman Associates stating the design meets all the geotechnical recommendations in the report. 4. Provide a separate sheet with erosion prevention and sediment control, per 1998 King County Surface Water Design Manual. 5. For lighting, please show all lighting elements on the plans and provide specifications and lighting calculations. 6. For accesses on S 130th St, please provide site distances and the standard you used to determine the site distances. 7. Provide profile and cross - section for S. 130th St which shows all improvements, existing and proposed. Show how S 130th St will transition into the existing. Show transitions at the ends of the sidewalk. 8. Provide profile and cross - section for public access road showing all improvements. 9. For all roadways and all new infrastructure, provide material AND installation specifications. Include compaction lifts for the roadway. 10. Provide details, elevations, material specifications and installation specifications for the storm drainage detention and water quality vault. Projects /keystar /12000 -002 9 lot short 3 11. Please provide removable bollards at the vault access. 12. Please provide a stop sign at the intersection of the public access road and S. 130th St. Provide sidewalk -end signs and provide a street name sign. All signs per MUTCD. Enclosures 1. I have enclosed the DRAFT of the City's revised Infrastructure Design and Construction Standards. Please review this carefully. I have highlighted areas you should pay particular attention to. 2. I have enclosed a Turnover Packet for all of the frontal improvements and the storm drainage improvements. Please take a close look at the requirements for turnover. Projects /keystar /12000 -002 9 lot short 4 z w, • U; U O. .moo • w -L w O: ga a; a Z �.. Z F- ww 'O N` w w O `w UN 'OF RNP February 7, 2001 Deborah Ritter, Assistant Planner Tukwila Dept. of Community Development 6300 Southcenter Boulevard, Suite 1000 Tukwila, WA 98188 R.N. PARNELL COMPANY CIVIL ENGINEERING WATER RESOURCES ENGINEERING MANAGEMENT ENVIRONMENTAL SERVICES CONSTRUCTION MANAGEMENT Subject: Keystar 9 Lot Short Plat, 3827 South 130th Street, Tukwila File L2000 -002 Short Plat) Dear Ms. Ritter: We are responding to the remaining items in your July 11, 2000 letter concerning additional information requested on the Keystar 9 lot short plat. Item 1, the existing driveway issue on proposed Lots 1 and 2, was satisfied by a document recorded September 14, 2000 as confirmed by your letter of September 20. Item 2, the survey recording document cover page with surveyor's stamp and signature, signature of the short plat owner, and listing for municipal signatures is enclosed. In addition, your September 7 letter enclosed Public Work's September 7 comments. 1. Please find enclosed a copy of our KCRTS (King County Runoff Time Series) calculations to size the detention vault. The 1998 King County Manual changed hydrological calculation methods from the previous SBUH (Santa Barbara Urban Hydrograph), that we used Waterworks software program to compute, to the KCRTS method. Calculation documentation for the KCRTS program is from printing the display screens. Selected screen prints are enclosed for the preliminary hydrological analysis, for the Level 1 Flow Control. The KCRTS method did increase the size of the stormwater water quality /retention vault Final calculations would be enclosed with the engineering plans when submitted for construction approval. 2. An access road from paved South 130th Street is provided to the vault and to the control manhole per the 1998 Manual. 3. Undergrounding of the existing over head utilities is shown as being undergrounded along our South 130th Street frontage. We would prefer to enter into a "No Protest Agreement" ; however, we do want to obtain City approval for the short plat. Please call Robert Parnell at 425/643 -3560 if you desire additional information. Sincer �- - - t,1. Robert I4. ParnI, Enclosures: Survey Cover Page KCRTS Calculations Revised Site Plan CC: Keystar- Larry Mueller /Steve Araki RECEIVED CITY Or TI;;(..,.., FEB - 8 11_;o1 PERMIT CErJT;_;.. twd 4422 187th Place S.F. • Issaquah, WA 98027 • 425/643 -3560 • FAX 425/641 -5095 City of Tukwila Steven M. Mullet, Mayor Department of Community Development September 7, 2000 Owner Keystar, Inc. 6752 Lake Washington Blvd., #B -15 Kirkland, Washington 98033 RE: Keystar 9 -Lot Short Plat at 3827 South 130th, Tukwila L2000 -002 (Short Plat) Gentlemen: Agent Robert N. Pamell, P.E. R.N. Pamell Company 4422 187th Place S.E. Issaquah, Washington 98027 VIA FAX 425 -641 -5095 Steve Lancaster, Director On July 5, 2000 you submitted a letter (dated June 30, 2000) along with additional documentation. This documentation was in response to Public Works' technical review comments dated March 10, 2000. As we have discussed, until the adverse possession issue (described in our July 11, 2000 and August 30, 2000 letters) is resolved, we cannot continue processing your Short Plat application. However, as a courtesy, and in anticipation of your satisfactory resolution of the adverse possession issue, we are providing you with Public Works' latest comments (dated September 7, 2000, attached). Upon receipt of the revised, recorded "Agreement to Install Driveway ", and your response to Public Works' September 7th comments, we will continue processing your Short Plat application. If you have any questions regarding the adverse possession issue, please contact me at 206 -431 -3663. Any questions regarding Public Works' September 7th comments should be directed to Mike Cusick, Associate Engineer. Effective this date, all future review by Public Works will be handled by Jill Mosqueda, Associate Engineer. Both engineers may be reached at 206 -433 -0179. Sincerely, crab. i2-(tece.-- Deborah Ritter Assistant Planner Enclosure cc: Mike Cusick, Associate Engineer Jill Mosqueda, Associate Engineer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 iu'.:w{.0.V..1t ffiK'ttSii':.-..'.1'.<Ne ... •a • • } FILE: APPLICANT: ADDRESS: DATE: PLAN REVIEWER: City of Tukwila Public Works Department Review Comments E2000 -001 c L z000 co . Keystar, Inc. Short Plat 3827 South 130th Street, Tjik iT , WA 98168 9/7/00 Contact Mike Cusic at (206) 433 -0179 if you have any questions regarding the following comments. 1. The storm drainage calculations dated June 30, 2000 do not meet the requirement of the 1998 King County Surface Water Manual. The manual requires the use of KCRTS software to determine the detention vault size. The use of Waterworks software is NOT permitted. 2. Per the 1998 King County Surface Water Manual, a driveway cut and access road is required to maintain the detention vault. The access road is not provided on the current set of plans in for review. 3. The existing over head utilities need to be undergrounded for your property frontage along South 130th Street for your project to be approved. •Z • `i�: z 6 J Ui • '0 0 w i. u.<t' -.tr. a: _' • I- 0 • z .Lu H • Z. U c' • Z PRELIMINARY KCRTS HYDROLOGY LEVEL 1 FLOW CONTROL KEYSTAR 9 LOT SHORT PLAT 3827 SOUTH 130TH STREET TUKWILA, WASHINGTON ROBERT N. PARNELL, PE RN PARNELL COMPANY 4422 -187H PLACE SE ISSAQUAH, WA 98027 425/643 -3560 FEBRUARY 5, 2001 EXPIRES 24040( 8/17/ o( z = F- ,i- z U: 00; co • LLL =. JF- LuO' 2 D. J` LL Q: 2 z �. L= o': Z w` Vp N ;o �l LL Lit :Z U .z , 0w- 0 • 4i t1 $i • 0] •3 o . C c,r-y a Flow Frequency Analysis Time Series File:kystrpredev.tsf Project Location:Sea -Tac --- Annual Peak Flow Rates - -- Flow Frequency Analysis Flow Rate Rank Time of Peak Peaks - - Rank Return Prob (CFS) (CFS) Period 0.129 2 2/ 9/ 1 18:00 0.221 1 100.00 0.990 0.048 7 1/ 5/ 2 16:00 0.129 2 25.00 0.960 0.117 3 2/28/ 3 3:00 0.117 3 10.00 0.900 0.012 8 3/24/ 4 19:00 0.110 4 5.00 0.800 0.066 6 1/ 5/ 5 8:00 0.106 5 3.00 0.667 0.110 4 1/18/ 6 16:00 0.066 6 2.00 0.500 0.106 5 11/24/ 6 4:00 0.048 7 1.30 0.231 0.221 1 1/ 9/ 8 6:00 0.012 8 1.10 0.091 Computed Peaks 0.190 50.00 0.980 Peak Values and Return Periods Press Enter to Continue Flow Frequency Analysis Time Series File:kystrpredev.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates - -- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.129 2 2/ 9/ 1 18:00 0.221 1 100.00 0.990 0.048 7 1/ 5/ 2 16:00 0.129 2 25.00 0.960 0.117 3 2/28/ 3 3:00 0.117 3 10.00 0.900 0.012 8 3/24/ 4 19:00 0.110 4 5.00 0.800 0.066 6 1/ 5/ 5 8:00 0.106 5 3.00 0.667 0.110 4 1/18/ 6 16:00 0.066 6 2.00 0.500 0.106 5 11/24/ 6 4:00 0.048 7 1.30 0.231 0.221 1 1/ 9/ 8 6:00 0.012 8 1.10 0.091 Computed Peaks 0.190 50.00 0.980 1-Peak Values and Return Periods Press Enter to Continue Flow Frequency Analysis Time Series File:kystrpredev.tsf Project Location:Sea -Tac >w!".,.YV d...s'ii.L::vv' - .iJ.�:;n�ii•:iti4 .. .. • z ._ ~w: te J Ui 0 OY • W ID w` LI Z'� w OD d w _. 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LL .• llZ' :U Off, Z Flow Frequency Analysis Tine Series File:kystrdev.tsf Project Location: Sea -Tac - -- Annual Peak Flow Rates - -- Flow Frequency Analysis Flow Rate Rank Time of Peak - Peaks - - Rank Return Prob (CFS) (CFS) Period 0,268 6 2/ 9/ 1 2:00 0.538 1 100.00 0.990 0.217 8 1/ 5/ 2 16:00 0.330 2 25.00 0.960 0.316 3 2/27/ 3 7:00 0.316 3 10.00 0.900 0.228 7 8/26/ 4 2:00 0.289 4 5.00 0.800 0.273 5 10/28/ 4 16:00 0.273 5 3.00 0.667 0.289 4 1/18/ 6 16:00 0.268 6 2.00 0.500 0.330 2 10/26/ 6 0:00 0.228 7 1.30 0.231 0.538 1 1/ 9/ 8 6:00 0.217 8 1.10 0.091 Computed Peaks 0.468 50.00 0.980 [-Peak Values and Return Periods- Press Enter to Continue .I Flow Frequency Analysis The Series File:kystrdev.tsf Project Location: Sea -Tac - -- Annual Peak Flow Rates - -- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.268 6 2/ 9/ 1 2:00 0.538 1 100.00 0.990 0.217 8 1/ 5/ 2 16:00 0.330 2 25.00 0.960 0.316 3 2/27/ 3 7:00 0.316 3 10.00 0.900 0.228 7 8/26/ 4 2:00 0.289 4 5.00 0.800 0.273 5 10/28/ 4 16:00 0.273 5 3.00 0.667 0.289 4 1/18/ 6 16:00 0.268 6 2.00 0.500 0.330 2 10/26/ 6. 0:00 0.228 7 1.30 0.231 0.538 1 1/ 9/ 8 6:00 0.217 8 1.10 0.091 Computed Peaks 0.468 50.00 0.980 Peak Values and Return Periods Press Enter to Continue Flow Frequency Analysis Tine Series File:kystrdev.tsf M11 +escthlRH'�anvrn- - -- +.w.+..nM.,.ew..rma.tYv z izZ. f-W. 6 0 0 0.. CO w w =, CO uJ0: g -71 . uL¢. w a' =w I- O Z I- LU 0 0! ON I- Zi U-- z ' 11 12 13 14 15 16 17 0.28 0.12 0.29 * * * * * ** 0.32 * * * * * ** 0.17 0.07 0.22 * * * * * ** 0.23 * * * * * ** 1145.4 1144.5 1144.9 1145.1 1145.0 1145.0 1145.0 0.12 7.00 70.00 0.11 6.67 69.67 0.10 5.49 68.49 0.08 4.11 67.11 0.05 2.49 65.49 0.05 2.20 65.20 8015. 7633. 6282. 4705. 2856. 2516. 0.184 0.175 0.144 0.108 0.066 0.058 Saving Retention /Detention Facility File:kystrconv.rdf 8018. 8011. 8014. 8015. 8015. 8015. 8015. Iteration Complete 8016. 7.00 0.12 8012. 7.00 0.12 8014. 7.00 0.12 8015. 7.00 0.12 8015. 7.00 0.12 8015. 7.00 0.12 8015. 7.00 0.12 Time Series Found in Memory:kystrdev.tsf Hyd Inflow Outflow Peak Storage Target Calc. Stage Elev (Cu -Ft) (Ac -Ft) 1 0.54 * * * * * ** 0.48 7.11 70.11 8141. 0.187 2 0.27 * * * * * ** // 0.20 7.03 70.03 3 0.28 0.12 ✓ 0.12 7.00 70.00 4 0.29 * * * * * ** 0.11 6.67 69.67 5 0.32 * * * * * ** / 0.10 5.49 68.49 6 0.17 0.07 v 0.08 4.11 67.11 7 0.22 * * * * * ** 0.05 2.49 65.49 8 0.23 * * * * * ** 0.05 2.20 65.20 11 12 13 14 15 16 17, 1145.4 1144.5 1144.9 1145.1 1145.0 1145.0 1145.0 8044. 8015. 7633. 6282. 4705. 2856. 2516. 0.185 0.184 0.175 0.144 0.108 0.066 0.058 Saving Retention /Detention Facility File:kystrconv.rdf Hyd Inflow Outflow Target Calc. 1 0.54 * * * * * ** 0.48 2 0.27 * * * * * ** 0.20 3 0.28 0.12 0.12 4 0.29 * * * * * ** 0.11 5 0.32 * * * * * ** 0.10 6 0.17 0.07 0.08 7 0.22 * * * * * ** 0.05 8 0.23 * * * * * ** 0.05 Iteration Complete 8018. 8016. 7.00 0.12 8011. 8012. 7.00 0.12 8014. 8014. 7.00 0.12 8015. 8015. 7.00 0.12 8015. 8015. 7.00 0.12 8015. 8015. 7.00 0.12 8015. 8015. 7.00 0.12 Time Series Found in Memory:kystrdev.tsf Peak Stage Elev 7.11 70.11 7.03 70.03 7.00 70.00 6.67 69.67 5.49 68.49 4.11 67.11 2.49 65.49 2.20 65.20 Storage (Cu -Ft) (Ac -Ft) 8141. 8044. 8015. 7633. 6282. 4705. 2856. 2516. 0.187 0.185 0.184 0.175 0.144 0.108 0.066 0.058 nae.,.^n.es�v!. w,vR irPl4:V?,1 . ,10!ml, 'f Iv!.iol. Storage Volume: Riser Head: Riser Diameter: Number of orifices: Orifice # Height (ft) 1 0.00 2 4.00 Top Notch 10812. 6.00 12.00 2 cu. ft ft inches Full Head Diameter Discharge (in) (CFS) 1.15 0.088 0.87 0.029 Weir: None r—R /D Facility Data !Press Enter to Continue Type of Facility: Facility Length: Facility Width: Facility Area: Effective Storage Depth: Stage 0 Elevation: Storage Volume: Riser Head: Riser Diameter: Number of orifices: Orifice # Height (ft) 1 0.00 2 4.00 Detention Vault 42.45 ft 42.45 ft 1802. sq. ft 6.00 ft 63.00 ft 10812. cu. ft 6.00 ft 12.00 inches 2 Diameter (in) 1.15 0.87 Full Head Discharge (CFS) 0.088 0.029 Top Notch Weir: None r—R /D Facility Data 'Press Enter to Continue Type of Facility: Facility Length: Facility Width: Facility Area: Effective Storage Depth: Stage 0 Elevation: Storage Volume: Riser Head: Riser Diameter: Number of orifices: Orifice # Height (ft) 1 0.00 Detention Vault 42 45 ft 42.45 ft 1802. sq. ft 6.00 ft 63.00 ft 10812. cu. ft 6.00 ft 12.00 inches 2 Full Head Diameter Discharge (in) (CFS) 1.15 0.088 ctio City of Tukwila Steven M. Mullet, Mayor Department of Community Development September 20, 2000 Owner Keystar, Inc. 6752 Lake Washington Blvd., #B -15 Kirkland, Washington 98033 RE: Keystar 9 -Lot Short Plat at 3827 South 130th, Tukwila L2000 -002 (Short Plat) Gentlemen: Agent Robert N. Parnell, P.E. R.N. Parnell Company 4422 187th Place S.E. Issaquah, Washington 98027 Steve Lancaster, Director We are in receipt of a copy of the "Agreement .to Install Driveway" which was recorded on September 14, 2000. Please provide me with your responses to Public Works' September 7th comments so we may continue processing your Short Plat application. Any questions regarding the September 7th comments should be directed to Mike Cusick, Associate Engineer. As I indicated earlier, Jill Mosqueda, Associate Engineer, will handle all future review by Public Works. Both engineers may be reached at 206 -433 -0179. Sincerely, Deborah Ritter Assistant Planner cc: Mike Cusick, Associate Engineer Jill Mosqueda, Associate Engineer Bob Noe, City Attorney 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206- 431 -3665 FILE: APPLICANT: ADDRESS: DATE: PLAN REVIEWER: City of Tukwila Public Works Department Review Comments E2000 -001 v- L loop - o Keystar, Inc. Short Plat 3827 South 130th Street, T a, WA 98168 9/7/00 Contact Mike Cusic ak t (206) 433 -0179 if you have any questions regarding the following comments. 1. The storm drainage calculations dated June 30, 2000 do not meet the requirement of the 1998 King County Surface Water Manual. The manual requires the use of KCRTS software to determine the detention vault size. The use of Waterworks software is NOT permitted. 2. Per the 1998 King County Surface Water. Manual, a driveway cut and access road is required to maintain the detention vault. The access road is not provided on the current set of plans in for review. 3. The existing over head utilities need to be undergrounded for your property frontage along South 130th Street for your project to be approved. l •z • U; •:UO; v. . o (n w: w =' t LL. a; = a: • Zt.. F- o. Z E-- w w; U i0 N; w • w '2 HU Z: w U N, H � 0 • Z Gity of Tukwila Steven M Mullet, Mayor Department of Community Development September 7, 2000 Owner Keystar, Inc. 6752 Lake Washington Blvd., #B -15 Kirkland, Washington 98033 RE: Keystar 9 -Lot Short Plat at 3827 South 130th, Tukwila L2000 -002 (Short Plat) Gentlemen: Agent Robert N. Parnell, P.E. R.N. Parnell Company 4422 187th Place S.E. Issaquah, Washington 98027 VIA FAX 425 -641 -5095 Steve Lancaster, Director On July 5, 2000 you submitted a letter (dated June 30, 2000) along with additional documentation. This documentation was in response to Public Works' technical review comments dated March 10, 2000. As we have discussed, until the adverse possession issue (described in our July 11, 2000 and August 30, 2000 letters) is resolved, we cannot continue processing your Short Plat application. However, as a courtesy, and in anticipation of your satisfactory resolution of the adverse possession issue, we are providing you with Public Works' latest comments (dated September 7, 2000, attached). Upon receipt of the revised, recorded "Agreement to Install Driveway ", and your response to Public Works' September 7th comments, we will continue processing your Short Plat application. If you have any questions regarding the adverse possession issue, please contact me at 206 -431 -3663. Any questions regarding Public Works' September 7th comments should be directed to Mike Cusick, Associate Engineer. Effective this date, all future review by Public Works will be handled by Jill Mosqueda, Associate Engineer. Both engineers may be reached at 206 -433 -0179. Sincerely, cra.L I01e4— Deborah Ritter Assistant Planner Enclosure cc: Mike Cusick, Associate Engineer Jill Mosqueda, Associate Engineer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 z 6 -J U; U 0, CO CI w= J H' AU.,. w0 1Q = a. I- al Z �. I— 0 Z ui U . in 10 =It o f-' w w F=„ 0, z. U co: z FILE: APPLICANT: ADDRESS: DATE: PLAN REVIEWER: City of Tukwila Public Works Department Review Comments E2000 -001 c L loop C0a Keystar, Inc. Short Plat 3827 South 130th Street, T ' i a, WA 98168 9/7/00 Contact Mike Cusic at (206) 433 -0179 if you have any questions regarding the following comments. 1. The storm drainage calculations dated June 30, 2000 do not meet the requirement of the 1998 King County Surface Water Manual. The manual requires the use of KCRTS software to determine the detention vault size. The use of Waterworks software is NOT permitted. 2. Per the 1998 King County Surface Water Manual, a driveway cut and access road is required to maintain the detention vault. The access road is not provided on the current set of plans in for review. 3. The existing over head utilities need to be undergrounded for your property frontage along South 130th Street for your project to be approved. .. .�......��.....+iv�L�.Wr'.�iJ�N .d...........— .trlY.kL^:}'. RNP June 30, 2000 Deborah Ritter, Assistant Planner City of Tukwila Dept. of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 R. N. PARNELL COMPANY • CIVIL ENGINEERING WATER RESOURCES ENGINEERING MANAGEMENT ENVIRONMENTAL SERVICES CONSTRUCYION MANAGEMENT CITY OF TUKWILA JUL - 5 2000 PERMIT CENTER Subject : Keystar 9 Lot Short Plat, 3827 South 130th Street, Tukwila, WA L2000 -002 (Short Plat) & ( E2000 -001) Dear Ms. Ritter: I am responding to your comment letter dated March 30, 2000 concerning your detailed review of the Keystar 9 Lot Short Plat. We are submitting additional information as part of our response to support assurance that the project meets your substantive requirements of the City. Planning Department Comments: 1. We understand that a ten foot wide landscape buffer and or solid decorative fence must separate our site's Low Density Residential zone and the Neighborhood Commercial Center zone to the east prior to final approval of the short plat. However, financial security alternatives exist as noted such as surety bond, irrevocable letter of credit, assignment of account, or cash deposit at 150% of the engineers estimated cost of the erection of the fence if not constructed prior to final approval of the short plat. At this time, a solid decorative wood fence is anticipated to be constructed by the applicant prior to final short plat approval. 2. We understand that an existing house foundation exists between proposed Lot 8 and 9 must be removed prior to final short plat approval. A demolition permit is required by the city for its removal. However, we understand that financial security alternatives exist such as security bond, irrevocable letter of credit, assignment of fund, and cash deposit at 150% of the estimated cost of demolition if not demolished prior to short plat final approval. At this time, a demolition permit is expected to be applied for and the foundation demolished prior to final short plat approval. 3. The existing and proposed 9 lot legal descriptions are enclosed. The recording mylar for the short plat will be provided with declaration certificates, surveyor seal and signature, recording certificate, examination and approval certificate by County Assessor, and certificate of approval by City DCD Director, Public Works Director, and Fire Chief, County signatures and for subsequent King County Recording, subsequent to City preliminary plat approval with conditions. 4. A gravel driveway exists along the westem portion of proposed Tots 1 and 2. The driveway way will be removed prior to final short plat approval as the applicant has advised they have reached an agreement to construct a new driveway on the adjacent owners property for the adjacent owners access to his home. The adjacent owner would be satisfied and the gravel driveway way removed by the applicant prior to final short plat approval. A copy of the agreement document will be provided to the City when signed. 4422 187th Place S.E. • Issaquah, WA 98027 • 425/643-3560 • FAX 425/641 -5095 Public Works Comments: Comments (3/10/00) by Mike Cusick., Public Works, are responded to as follows. 1. Profiles for the new public access road and the frontage improvements for South 130th Street are enclosed. 2. Half street improvements to South 130th Street are shown on the 9 Lot Short Plat Site Plan. 3. Pavement tapers are shown for road widening for South 130th Street at the east and west ends of the half road improvement. 4. Grades of the new access road and driveway do not exceed 15 %. 5. Handicap ramps are provided at the curb retums of the new access road and South 130th Street. 6. Lot 1 and Lot 9 shall have access from the new public road. A note to this effect is provided on the site plan and noted on the proposed recording document. 7. Access to Tract A is from South 130th Street and does not exceed 15 %. 8. Water District 125 and Val Vue Sewer District will review the water and sewer plans. Developer extensions have been signed with both districts. 9. Street lights will be provided for the new public access road and South 130th Street andiare shown on the Short Plat Site Plan. 10. We prefer not to underground frontage utilities of power and telephone at this time due to logistics and the short two pole drop along the frontage. The applicant would enter into a No Protest for a future LID that includes undergrounding of electrical and communication utilities per Ordinance 1607. 11. A written or recorded easement does not exist for the existing gravel driveway on the west side of a portion of Tots 1 and 2. The gravel driveway will be removed after other access is constructed on the adjacent owners property for the adjacent property owner access use. 12. A detail of a common underground utility trench section is shown on the site plan. 13. The one call telephone number,1- 800 -424 -5555 is shown on the Site Plan and will be included on the engineering construction plans. 14. Vertical Datum is 1929 NVGD per the surveyor note. 15. Drainage calculations per the King County Surface Water Design Manual, to support the vault size, are provided. Please call Robert Pamell at 425/643 -3560 if you need additional information to complete your review and provide preliminary short plat approval with conditions. Sincere! Robert N. Parnell, PE Enclosures: Revised Site Plan New Access Road Profile Legal Descriptions Lots 1 -9 Drainage Calculations (Vault) CC: Keystar, Inc. Larry Mueller /Steve Araki •1 z w ce 00 co 0 w= J H u_ w0 2 co =a �w z� zo W U� D1-- w w. 11-o w Z U2 o� z August 30, 2000 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Owner Keystar, Inc. 6752 Lake Washington Blvd., #B -15 Kirkland, Washington 98033 RE: Keystar 9 -Lot Short Plat at 3827 South 130th, Tukwila L2000 -002 (Short Plat) Gentlemen: Agent Robert N. Parnell, P.E. R.N. Parnell Company 4422 187th Place S.E. Issaquah, Washington 98027 VIA FAX 425 -641 -5095 Steve Lancaster, Director We are in receipt of a copy of the "Agreement to Install Driveway" dated July 21, 2000, which you submitted today. We have the following comments. Agreement to Install Driveway: This agreement has been reviewed by Bob Noe, Tukwila City Attorney. The following changes are required to quiet title and satisfy the adverse possession claim: 1. Exhibit A (containing the legal description of Alan Giore's property) must be attached to the Agreement. 2. The Agreement must be signed by the President of Keystar, Inc. and that signature must be notarized. 3. The Agreement (containing the revisions required in (a) and (b) above) must be recorded with the King County Recorder's Office. A copy of the document showing recording information must be provided to the City of Tukwila. Upon receipt of the revised, recorded "Agreement to Install Driveway ", we will continue processing your Short Plat application. If you have any questions, please contact me at 206 -431 -3663. Sincerely, cv� Deborah Ritter Assistant Planner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ; 4d:L.w;1::4G•tY,�tixMMe Aug-31-00 01 :37P ROBE R ' , N. PARNELL, Ha. NJb 166 .Jeri.' I U►l" t ulrLi rw August 30, 2000 City of Tukwila PE 425// ;., 1 -5095 P.O1 NIMINEM Department of Community DeVeIoptnent Owner Keystar, Inc. 0762 Lake Washington Blvd., *8-15 Kirkland, Washington 98033 RE: Keystar 9 -Lot Short Plat at 3827 South 130th, Tukwila L2000 -002 (Short Plot) Gtntt6men: Steven M Mullet, Mayor ent Robert N. Parnell, P.E. R.N. Parnell Company 4422187th Place S,E, Issaquah, Washington 98027 VIA FAX 425-641,5095 Steve Lancaster, Director We are in receipt of a copy of the "Agreement to Install Driveway" dated July 21, 2000, which you submitted toddy We have the following comments. Agreement to Install Driveway+: This agreement has been reviewed by Bob Noe. Tukwila City Attorney, The following changes are inquired to quiet title and satisfy the adverse possession claim: • 1. Exhibit A (containing the legal description of Alan Glorte's property) mutt be attathecl to the Agreement 2. The Agreement must be signed by the President of Keystar, Inc. and that signature must be notarized. 3. The Agreement (containing the revisions required in (a) and (b) above) must be recorded with the King County Recorder's Office. A copy al the document showing recording information must be provided to the City of Tukwila. Upon neC;eiptt of the revised, recorded "Agreement to Install Driveway', we will continue processing your Short Plat application. If you have any questions, please contact me at 208.431 -3863. Sincerely, 61/letc Deborah Ritter Assistant Planner Post-lt° Fax Note 7671 Dato �`� lidos To. i4]E Aka Frame �� % 'RJ .. Co. opt. Co. rs Phone # 4.4574al ^•r U PhvnS d 4.2:5*- .5,6' 4....3,5-6,-.) Fax , J —4".41.9. Fax x , �. L. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 011181; • Phone: 206.431.3670 • Fax! 206•431.3665 if • AFTER RECORDING RETURN TO Stephen T Araki, P C Escrow Services 2100 116`h Ave NE Bellevue, Washington 98004 Attn Sheila /Laura 20000914000057 PAGE 001 OFT008AG KING ♦COUNTY, UA1 Document type Agreement to install Driveway Reference number(s) FILED BY PNW� s -- • $(I Additional reference numbers on page of document c-- un Grantor(s) cn 1 Keystar, Inc 2 cr. 3 ca 4 c=v Additional names on page of document Grantee(s) 1 Alan Glore 2 3 4 Said document(s) were filed for record by Pacific Northwest Title as accommodation only It has not bAen examined as to proper execution or as to its erred upon title Additional names on page of document Legal description Abbreviated form: Ptn Tract 54, Riverside Interurban Tracts, Vol 10, Pg 74. AND Lot 2, Blk B, River View, Vol 17, pg. 15 Full legal description on page 2and 7 of document, Property tax account number(s) 734060 -0803 and 733240 -0045 Z 00 tn� W = CO LL. WO 2 s- LL <. 22 a _;. ZH I— O. Z 1--. uj U� O N. W U1 H U L1- 0: w z co /- Z AGREEMENT TO INSTALL DRIVEWAY An Agreement entered into this day of July, 2000, between Keystar, Inc (hereafter "Keystar "), a Washington corporation and Alan Glore (hereafter "Glore ") R E CI T AL S Whereas, Keystar is the owner of the real property (hereafter "Keystar's Property "), the legal description for which is That portion of Tract 54, Riverside Interurban Tracts, per the plat thereof recorded in Volume 10 of plats, page 74, King County, Washington, Iying west of Davis Replat of said Tract 54, per the plat thereof recorded in Volume 24 of plats, page 49, in King County, Washington, except the South 100' thereof, Whereas, Glore, is the owner of the real property (hereafter "Glore's Property ") described as follows See Attached Exhibit A (legal description may be attached later) Whereas, Glore, with the permission and consent of Keystar and Keystar's predecessor's in interest, have accessed Glore's Property by crossing over Keystar's Property along the western edge of Keystar's property, Whereas, Glore have filed a written objection with the City of Tukwila to the short subdivision of Keystar's Property by Keystar because of the possibility of losing their access across Keystar's Property to Glore's Property, AND, Whereas, both Keystar and Glore have reached an agreement for the removal of any claims by Glore to access across Keystar's Property in exchange for Keystar providing a new driveway access to Glore's Property pursuant to the terms 'of this Agreement, NOW, THEREFORE, THE PARTIES AGREE AS FOLLOWS 1. REMOVAL OF OBJECTION. Giore agrees to sign and deliver the attached letter, a true and complete copy of which is attached as Exhibit B to this Agreement and incorporated herein by this reference, removing their prior written objection tiled with the City of Tukwila 2. WAIVER OF CLAIMS Glore agrees that he waives any claims he may now or later have with respect to any right to claim access to his property across Keystar's Property, regardless whether such claim is based on any express agreement or AGREEMENT TO INSTALL nolurmst• •. •z w 6 J U. U o UU J2 w• o u a =w z1.- 1= 0 Z 1— D U U' U' ;3 1--. :w z U_ O iu z UN • O z understanding, or whether such claim is based on an easement by prescription, implication, or necessity 3. INSTALLATION OF NEW DRIVEWAY 3 1 General Keystar will install a new driveway access to Glore's Property, across Glore's Property, at a location designated by Glore and consistent with any plans or specifications selected by Glare as to the materials, design and manner of construction of the new access for which GIore may obtain approval from the City of Tukwila Regardless of the location selected by Glore and the design and specification of materials, Keystar shall not be obligated to spend more than $3,500 to install the new driveway access The $3,500 limitation on the part of Keystar shall be without regard to whether this amount will be sufficient to completely install the new access and shall be inclusive of all costs to Keystar, including but not limited to street:improvements required by the City of Tukwila, utility upgrades, permits, application fees, design fees, engineering fees, third party consultant fees, traffic studies, as well as all costs of materials and labor In the event that the cost to install the new access is less than $3,500 limit, Glore shall not be entitled to the difference between the finals costs of installation and the $3,500 limit Keystar will not include, in its costs of installation, any mark -up for any labor or materials it will provide or any other costs of administration All costs incurred by Keystar whether by employees of Keystar or subcontractors, shall be directly passed through to Glare, and shall only include applicable sales or use taxes z ' I-z ce w 6 00 I_ i- w O: LL.? `.a w z�. �O zi-- � of U O • I-. w' 3.2 Time The new access shall be installed by no later than August 1, 2001 • 0 ,.n u 3.3 Failure To Install In the event that Glore shall fail to request the iii z installation of the new access by Keystar or in the event that Keystar shall fail to install c) the new access by the date specified above in paragraph 3 2, then as a liquidated damage 0 and not as a penalty, Glore shall be entitled to receive the sum of $3,500, less any costs incurred by Keystar as Glore's sole remedy. m3 4 Duty To Cooperate, Glare shall cooperate with Keystar in its efforts to c•► install the new driveway access and give Keystar and/or its subcontractors reasonable access to their property at reasonable times 3 5 Duty To Restore Property. Kcystar, as part of the cost of installing the new driveway access, shall restore Glore's Property to the same or similar condition prior to it being disturbed for the construction of the new driveway access 4. HOLD HARMLESS; ENFORCEMENT Keystar shall indemnify and otherwise hold Glore harmless from any and all claims which third parties may assert against Glore as a result of work done by Keystar to install the new driveway access In the event either party to this agreement shall commence and action at law to enforce any provision, the prevailing party shall be entitled to an award of all taxable court costs and, in addition, an award of reasonable attorney fees AGREEMENT TO INSTALL nvrvr% s V - 7 5. MISCELLANEOUS 5 1 Choice of Law. All of the terms herein and the rights, duties and remedies of the parties shall be governed by the laws of the State of Washington 5 2 Binding Effect All of the benefits of this agreement shall inure to either party's successors in interest and assigns and the obligations hereunder shall be binding upon both parties' legal representatives, successors and assigns 5 3 No Waiver Neither party shall be deemed to have waived any rights under this or any other agreement unless the waiver is in writing and signed by the party who is waiving such rights . No delay by either party in exercising their rights shall be a waiver nor shall a waiver on one occasion operate as a waiver of such right on a future occasion 5 4 Authority. In construing these terms and conditions, the singular shall include the plural, all grammatical changes shall be made and implied so that this agreement shall apply equally to individuals, corporations and partnerships, all as the circumstances may require For any party hereto which is a corporation, this instrument has been executed by one of its officers or other person authorized to do so 5.5 Construction. In the event either party should seek the assistance of a court of law to construe or interpret any portion of this Agreement, both parties agree that s-, the Agreement shall not be interpreted or construed in the light most favorable or advantageous to that party simply because that party was not responsible for drafting the language in this Agreement and the portion in question CD 5 6 Time is of the essence. w-- c 5 7 Counterparts., Facsimile signature This agreement may be signed in counterparts by the parties with the same effect as if all original signatures were affixed to one page Any party to this agreement may rely upon a facsimile copy of a signature ▪ of another party to be of the same force and effect as an original signature and upon demand, the party providing the signature by facsimile will deliver the signed original to the requesting party Keystar, Inc l /y• nt S / -P1 7 4) 44 fee fritAl AGREEMENT TO INSTALL Lary Mueller, President z i1 • c4 2 F— w JU oo co o 0 w'. w= J F wo g LL. `2a �w _• F- o zF- LU uj, 0 U . 0 H. W: LL. 0. i.. z O • 1— z Alan Glore STATE OF WASHINGTON County of /V } } SS } I certify that I know or have satisfactory evidence that Alan Glore (isl.aie) the person4 who appeared before me, and said persons - acknowledged that (he /stektey) signed this instrument and acknowledged it to be (his/h001eip) free and voluntary act for the uses and purposes mentioned in this instrument DATED TuJ41 a l s 1, a oaa AGREEMENT TO INSTALL powFwAV - 4 Name (typed or printed) NOTARY PUBLIC in and for the tate_of Residing at &TA , My appointment expires BRENDATHUVAN LE z J U; • W= J H- wo u. ¢. = a• z w -• _,. F- 0 w I- uj U 0. • coi 0 H ,w w . z H U LL O' LL. Z: U_; o : • z C7 STATE OF WASI- IINGTON) COUNTY OF KING ) On this 12„ day of a Notary Public in and for the and sworn personally appeared , , before me, the undersigned, , duly commissioned to me known to be the ecre respectively, of the corporation that executed the foregoln_ instrument, and acknowledged to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that •he 1 authorized to execute the satd instrument WITNESS my hand and official seal hereto affixed the day and year in this certificate above written reside OFFICIAL SEAL SHEILA F. OSBORNE Notary Public —State of WafthOa . My Commission EcIrea 3402 . ...int. W--/ Notary Public a . for the State of esidntg it My commission expires 1/43- Z 1r w: 0: • 00: CO C3. rn w •J in O.: ?. =a w _. Z �. O W U �' :O N, =U Z. I= - LEGAL DESCRIPTION EXHIBIT "A" LOT 2, BLOCK B, RIVER VIEW, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE 15, RECORDS OF KING COUNTY, WASHINGTON SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON Tax Acct # 733240 0045 rn Z Z irt • J U+ U U; CO W( • J =;, 0 • Q ; LL • !n =.: = a 1- W r ;z :z 1 • U C' . -.COL • 011- • W W • 1-- V" H-' • Lb Z ` O'~ z. 1 Alan Giore 3809 S. 130th St. Tukwila, WA 98168 July 19, 2000 City of Tukwila Re: Removal Of Objection To Short Subdivision Applicant Keystar, Inc Tax Lot. 734060 -0803 Dear Sirs /Madam. This is to advise you to writing that we have reached a mutually acceptable agreement with Keystar, Inc , as to the access driveway to my home and that we remove any prior objection we communicated to you as to the approval of the above referenced short subdivision application. Singerely, Alan Glore RNP August 28, 2000 Deborah Ritter, Assistant Planner Tukwila Dept. of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Keystar 9 Lot Shoot Plat L2000- 002 3827 South 130th Street, Tukwila Dear Ms. Ritter: R. N. PARNELL COMPANY CIVIL ENGINEERING WATER RESOURCES ENGINEERING MANAGEMENT ENVIRONMENTAL. SERVICES CONSTRUCTION MANAGEMENT RECEIVED CITY OF TUKWII.A AUG 3 0 2000 PERMIT CENTER I. am responding to your letter dated July 11, 2000 concerning additional information required for the City to continue processing of the Keystar 9 Lot Short Plat application. Existing Driveway on Proposed Lots 1 and 2. Please find enclosed 4 copies of the "Agreement to Install Driveway" between Keystar, Inc. and Alan Glore, to satisfy the city concerns related to the existing driveway on the proposed Lot 1 and Lot 2 of the Keystar 9 Lot Short Plat. The document has been signed and notarized by the parties to the agreement. Included with the signed agreement is Mr. Alan Glore's July 19, 2000 letter to the City of Tukwila stating he has reached an agreement with Keystar, Inc. and that he is removing any prior° objections he had communicated to the city related to the short subdivision application. Survey Cover Sheet. The requested cover page will be prepared and contain the information listed in your July 11,2000 letter as well as other information normally provided. Signatures, as needed, would be affixed prior to submittal to the city. This should be completed and submitted to the City within the next few weeks. Mr. Harstad, PLS, has completed numerous short plat recordings and is aware of state and county requirements for recording. The requirement, at preliminary plat application processing, to have signed mylars prior to city approval of the preliminary plat is not indicated on the check list supplied with the short plat application packet obtained from the city. We note that it is required for the final plat processing and recording. Thank you for your coordination during the processing of this application. Please call Robert Parnell at 425/643 -3560 if you desire additional information prior to our submittal of the survey cover page. Sincerely, Robert N. Parnell, PE CC: Keystar, Inc. Enclosures: Agreement & Glore letter 4422 187th Placc S.E. • Issaquah, WA 98027 • 425/643 -3560 • FAX 425/641 -5095 HRAKS &J Fax:4254511689 Rug 15 '00 11 :26 P. 02 AGREEMENT TO INSTALL DRIVEWAY An Agreement entered into this' f day of July, 2000, between Keystar,;Inc. (hereafter "Keystar "), a Washington corporation and Alan Glore (hereafter "Glore "). R E C I T A L S Whereas, Keystar is the owner of the real property (hereafter "Keystar's Property "), the legal description for which is: That portion of Tract 54, Riverside Interurban Tracts, per the plat thereof recorded in Volume' 10 .of plats; page 74, King County, Washington; lying west of Davis Replat of said Tract 54, per the plat thereof recorded in Volume 24 of plats, page 49, in King County, Washington, except the South 100' thereof; Whereas, Glore, is the owner of the real property (hereafter "Glore's Property ") described as follows: See Attached Exhibit A (legal description may be attached later) Whereas, Glore, with the permission and consent of Keystar and Keystar's predecessor's in interest, have accessed Glore's Property by crossing over Keystar's Property along the western edge of Keystar's property; Whereas, Glore have filed a written objection with the City of Tukwila to the short subdivision of Keystar's Property by Keystar because of the possibility of losing their access across Keystar's Property to Glore's Property; AND, Whereas, both Keystar and Glore have reached an agreement for the removal of any claims by Glore to access across Keystar's Property in exchange for Keystar providing a new driveway access to Glore's Property pursuant to the terms' of this Agreement, NOW, THEREFORE, THE PARTIES AGREE AS FOLLOWS: 1. REMOVAL OF OBJECTION. Glore agrees to sign and deliver the attached letter, a true and complete copy of which is attached as Exhibit B to this Agreement and incorporated herein by this reference, removing their prior written objection filed with the City of Tukwila. 2. WAIVER OF CLAIMS. Glore agrees that he waives any claims he may now or later have with respect to any right to claim access to his property across Keystar's Property, regardless whether such claim is based on any express agreement or AGREEMENT TO INSTALL DRIVEWAY - 1 HRAKS &J fax Aug 15 ' 00 11 : 27 P. 03 understanding, or whether such claim is based on an easement by prescription, implication, or necessity. 3. INSTALLATION OF NEW DRIVEWAY. 3.1 General. Keystar will install a new driveway access to Glore's Property, across Glore's Property, at a location designated by Glore and consistent with any plans or specifications selected by Glore as to the materials, design and manner of construction of the new access for which Glore may obtain approval from the City of Tukwila. Regardless of the location selected by Glore and the design and specification of materials, Keystar shall not be obligated to spend more than $3,500 to install the new driveway access. The $3,500 limitation on the part of Keystar shall be without regard to whether this amount will be sufficient to completely install the new access and shall be inclusive "of all' costs to Keystar, includirig'but not limited to: street improvements required by the City of Tukwila, utility upgrades, permits, application fees, design fees, engineering fees, third party consultant fees, traffic studies, as well as all costs of materials and labor. In the event that the cost to install the new access is less than $3,500 limit, Glore shall not be entitled to the difference between the finals costs of installation and the $3,500 limit. Keystar will not include, in its costs of installation, any mark -up for any labor or materials it will provide or any other costs of administration. All costs incurred by Keystar whether by employees of Keystar or subcontractors, shall be directly passed through to Glore, and shall only include applicable sales or use taxes. 3.2 Time.,.: The new access shall be installed by no later than August 1, 2001. 3.3 Failure To Install. In the event that Glore shall fail to request the installation of the new access by Keystar or in the event that Keystar shall fail to install the new access by the date specified above in paragraph 3.2, then as a liquidated damage and not as a penalty, Glore shall be entitled to receive the sum of $3,500, less any costs incurred by Keystar as Glore's sole remedy. 3.4 Duty To Cooperate. Glore shall cooperate with Keystar in its efforts to install the riew driveway access and give Keystar and/or its subcontractors reasonable access to their property at reasonable times. 3.5 Duty To Restore Property. Keystar, as part of the cost of installing the new driveway access, shall restore Glore's Property to the same or similar condition prior to it being disturbed for the construction of the new driveway access. 4. ]BOLD HARMLESS; ENFORCEMENT. Keystar shall indemnify and otherwise hold Glore harmless from any and all claims which third parties may assert against Glore as a result of work done by Keystar to install the new driveway access. In the event either party to this agreement shall commence and action at law to enforce any provision, the prevailing party shall be entitled to an award of all taxable court costs and, in addition, an award of reasonable attorney fees. AGREEMENT TO INSTALL DRIVEWAY - 2 HRAKS &J Fax:4254511689 5. MISCELLANEOUS. Aug 15 '00 11:27 P.04 5.1 Choice of Law. All of the terms herein and the rights, duties and remedies of the parties shall be governed by the laws of the State of Washington. 5.2 Binding Effect. All of the benefits of this agreement shall inure to either party's successors in interest and assigns and the obligations hereunder shall be binding upon both parties' legal representatives, successors and assigns. 5.3 No Waiver. Neither party shall be deemed to have waived any rights under this or any other agreement unless the waiver is in writing and signed by the party who is waiving such rights.. No delay by either party in exercising their rights shall be a waiver nor shall a waiver on one occasion operate as a waiver of such right on a future 5.4 Authority. In construing these terms and conditions, the singular shall include the plural, all grammatical changes shall be made and implied so that this agreement shall apply equally to individuals, corporations and partnerships, all as the circumstances may require. For any party hereto which is a corporation, this instrument has been executed by one of its officers or other person authorized to do so. 5.5 Construction. In the event either party should seek the assistance of a court of law to construe or interpret any portion of this Agreement, both parties agree that the Agreement shall not be interpreted or construed in the light most favorable or advantageous to that party simply because that party was not responsible for drafting the language in this Agreement and the portion in question. 5.6 Time is of the essence. 5.7 Counterparts: Facsimile signature. This agreement may be signed in counterparts by the parties with the same effect as if all original signatures were affixed to one page. Any party to this agreement may rely upon a facsimile copy of a signature . of another party to be of the same force and effect as an original signature and upon demand, the party providing the signature by facsimile will deliver the signed original to the requesting party. Keystar, Inc. AGREEMENT TO INSTALL DRIVEWAY - 3 HRRKS &J 4,6, Fa x:4254511689 'Alan Glore STATE OF WASI-IINGTON County of /VIA) Cr Aug 15 '00 11 :27 P. 05 1 certify that 1 know or have satisfactory evidence that Alan Glore (isfa 'a) the persons- who appeared before me, and said person(s)-acknowledged that (he /.skekhey) signed this instrument and acknowledged it to be (his/he:the) free and voluntary act for the uses and purposes mentioned in this instrument. DATED: • • juakt als7, aoao AGREEMENT TO INSTALL DRIVEWAY - 4 Name (typed or printed): NOTARY PUBLIC in and for the State of Residing at di', My appointment expires: BRENDA THUVAN LE z • Ire. J U 0O' �W WO L a7. F-W z Z I- O`: Lif U� • 'O •.o H. .W W' H Z LLI U V' F ` z • V. . • HRRKS &J July 19, 2000 City of Tukwila Fax Alan Glom 3809 5. 1304h St`. Tukwila, WA 98168 Re: Removal Of Objection To Short Subdivision Applicant: Keystar, Inc. Tax Lot: 734060 -0803 Dear Sirs/Madam: Rug 15 '00 11:28 P. 06 This is to advise you in writing that we have reached a mutually acceptable agreement with Keystar, Inc., as to the access driveway to my home and that we remove any prior objection we communicated to you as to the approval of the above referenced short subdivision application. Sincerely, cp Alan Glore • z _. W c am: 6 ,J U; U O' a. ww, w =; J W 0, Q 1_w or— F-. I— O: Z I- w w' rrt :w W, z I- LL O 111 • z -. H I O z HRAKS &J Fax:4254511689 Aug 15 '00 11:26 P.01 Alan Giore 3809 S. 13e St. Tukwila, WA 98168 a- z QQ! J U o' t. U) O. • Ill =' 1... 2� u_ a' z Cy; ? F- o :z g m' UCE • •S;,. • • ww. E- V� z• (1); 0 I- 2 July 19, 2000 City of Tukwila• - • -• Re: Removal Of Objection To Short Subdivision Applicant: Keystar, Inc. Tax Lot: 734060 -0803 Dear Sirs/Madam: This is to advise you in writing that we have reached a mutually acceptable agreement with Keystar, Inc., as to the access driveway to my home and that we remove any prior objection we communicated to you as to the approval of the above referenced short subdivision application. Sincerely, Alan Clore lie' r• t� C i [IV/Li ;: AUG -8 2000 ri LAW OFFICES.OF HERMAN, RECOR, KAUFMAN &SIMMERLV July 19, 2000 City of Tukwila Alan Glore 3809 S. 130`h St; Tukwila, WA 98168 Re: Removal Of Objection To Short Subdivision Applicant: Keystar, Inc. Tax Lot: 734060 -0803 Dear Sirs/Madam: RECEIVE IWG Q 3 2000 GOMmum ;r DEVELOPMENT This is to advise you in writing that we have reached a mutually acceptable agreement with Keystar, Inc., as to the access driveway to my home and that we remove any prior objection we communicated to you as to the approval of the above referenced short subdivision application. Sincerely, /11€ Alan Glore July 11, 2000 Owner City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Agent Keystar, Inc. Robert N. Parnell, P.E. 6752 Lake Washington Blvd., #B -15 R.N. Parnell Company Kirkland, Washington 98033 4422 187th Place S.E. Issaquah, Washington 98027 RE: Keystar 9 -Lot Short Plat at 3827 South 130th, Tukwila L2000 -002 (Short Plat) Gentlemen: On July 5, 2000, you submitted only a portion of the documentation requested in our March 30, 2000 letter. We again emphasize that all required revisions and submittals are to be "consolidated and resubmitted at one time." We have the following comments. 1. Existing Driveway on Proposed Lots 1 and 2: One of the major issues you must still address is the gravel driveway located along the western portion of proposed Lots 1 and 2. Your survey indicates that this driveway is "to be removed during short plat construction ". However, this driveway has been used since 1991 by the adjacent property owner (Alan Giore at 3809 South 130th). Additionally, another property owner has indicated that the driveway has been used by the adjacent property since 1962. Copies of letters from both property owners were supplied to you on March 30th. As we reminded you on July 5th, review of your short plat application will not proceed unless and until this issue has been satisfactorily resolved. As stated in our March 30th letter, you may choose one of the following three options. Please provide us with documentation supporting the option you have chosen. Options A. Provide an ingress /egress easement across proposed Lots 1 and 2 for the benefit of the adjacent property owner. B. Negotiate alternative access for the adjacent property owner. This alternative may include assistance with the development of a new driveway on the adjacent property. On July 5th, you indicated that a written agreement is to be entered into by Keystar, Inc. and Alan Giore. If such an agreement is submitted to the City of Tukwila (to document compliance with Option "B "), it must be properly signed and notarized by all parties to that agreement. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 . ay. r..e ••...••,•v w...... m..w..r,w.nw*c na nw.•v AIVIM3Wt.C+i1P1'iW .'1 :I Keystar Inc. Robert Parnell July 11, 2000 Page 2 C. Obtain a court order from King County Superior Court which will quiet title by the granting or denial of the easement by prescription. 2. Survey Cover Page: As we stated in our March 30th letter, a cover page or revised mylar for the Short Plat document must be submitted. This will be required prior to preliminary approval of your short plat application. The cover page or revised mylar must contain the following (per TMC 17.04.060(B): a. All existing and proposed legal descriptions. b. A certificate bearing the printed names of all persons having an interest in the subdivided land, signed by the persons and acknowledged by them before a notary public, consenting to the subdivision of the land and reciting a dedication by them of all land shown on the plat to be dedicated for public uses, and a waiver by them and their successors of all claims for damages against any governmental authority arising from the construction and maintenance of public facilities and public property within the subdivision. c. A certificate with the seal of and signature of the surveyor for the survey and final plat with the following statement: "I, , registered as a land surveyor by the State of Washington, certify that this plat is based on an actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown thereon correctly; and that monuments other than those monuments approved for setting at a later date, have been set and lot corners staked on the ground as depicted on the plat." Recording Certificate for completion by the King County Department of Records and Elections. e. Certification of examination and approval by the County Assessor. f. Certificate of Approval to be signed by the DCD Director, Public Works Director and Fire Chief. Next Step: Upon receipt of all of the documentation requested in Items 1 and 2 above, we will continue processing your Short Plat application. If you have any questions, please contact me at 206 -431 -3663. Sincerely, Deborah Ritter Assistant Planner cc: Michael Cusick, Associate Engineer, Public Works RNP June 30, 2000 Deborah Ritter, Assistant Planner City of Tukwila Dept. of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 R. N. PARNELL COMPANY CIVII. ENGINEERING WAI'IiR RIiSOIIRCES ENGINEERING MANAGEMENT ENVIRONMENTAL SERVICES CONS,IRUCI'ION MANAGEMENT CITY OF TIUKWILA JUL - 5 2000 PERMIT CENTER Subject : Keystar 9 Lot Short Plat, 3827 South 130th Street, Tukwila, WA L2000 -002 (Short Plat) & ( E2000 -001) Dear Ms. Ritter: I am responding to your comment letter dated March 30, 2000 concerning your detailed review of the Keystar 9 Lot Short Plat. We are submitting additional information as part of. our . response to support assurance that the project meets your substantive requirements of the City. Planning Department Comments: 1. We understand that a ten foot wide landscape buffer and or solid decorative fence must separate our site's Low Density Residential zone and the Neighborhood Commercial Center zone to the east prior to final approval of the short plat. However, financial security alternatives exist as noted such as surety bond, irrevocable letter of credit, assignment of account, or cash deposit at 150% of the engineers estimated cost of the erection of the fence if not constructed prior to final approval of the short plat. At this time, a solid decorative wood fence is anticipated to be constructed by the applicant prior to final short plat approval. 2. We understand that an existing house foundation exists between proposed Lot 8 and 9 must be removed prior to final short plat approval. A demolition permit is required by the city for its removal. However, we understand that financial security alternatives exist such as security bond, irrevocable letter of credit, assignment of fund, and cash deposit at 150% of the estimated cost of demolition if not demolished prior to short plat final approval. At this time, a demolition permit is expected to be applied for and the foundation demolished prior to final short plat approval. 3. The existing and proposed 9 lot legal descriptions are enclosed. The recording mylar for the short plat will be provided with declaration certificates, surveyor seal and signature, recording certificate, examination and approval certificate by County Assessor, and certificate of approval by City DCD Director, Public Works Director, and Fire Chief, County signatures and for subsequent King County Recording, subsequent to City preliminary plat approval with conditions. 4. A gravel driveway exists along the western portion of proposed lots 1 and 2. The driveway way will be removed prior to final short plat approval as the applicant has advised they have reached an agreement to construct a new driveway on the adjacent owners property for the adjacent owners access to his home. The adjacent owner would be satisfied and the gravel driveway way removed by the applicant prior to final short plat approval. A copy of the agreement document will be provided to the City when signed. 4422 187th Place S.E. • Issaquah, WA 98027 • 425/643 -3560 • FAX 425/641 -5095 Public Works Comments: Comments (3/10/00) by Mike Cusick., Public Works, are responded to as follows. 1. Profiles for the new public access road and the frontage improvements for South 130th Street are enclosed. 2. Half street improvements to South 130th Street are shown on the 9 Lot Short Plat Site Plan. 3. Pavement tapers are shown for road widening for South 130th Street at the east and west ends of the half road improvement. 4: Grades of the new access road and driveway do not exceed 15 %. 5. Handicap ramps are provided at the curb returns of the new access road and South 130th Street. . 6. Lot 1 and Lot 9 shall have access from the new public road. A note to this effect is provided on the site plan and noted on the proposed recording document. 7. Access to Tract A is from South 130th Street and does not exceed 15 %. 8. Water District 125 and Val Vue Sewer District will review the water and sewer plans. Developer extensions have been signed with both districts. 9. Street lights will be provided for the new public access road and South 130th Street and are shown on the Short Plat Site Plan. 10. We prefer not to underground frontage utilities of power and telephone at this time due to logistics and the short two pole drop along the frontage. The - applicant would enter into a No Protest for a future LID that includes undergrounding of electrical and communication utilities per Ordinance 1607. 11. A written or recorded easement does not exist for the existing gravel driveway on the west side of a portion of lots 1 and 2. The gravel driveway will be removed after other access is constructed on the adjacent owners property for the adjacent property owner access use. 12: A detail of a common underground utility trench section is shown on the site plan. 13. The one call _telephone number,1- 800 -424 -5555 is shown on the Site Plan and will be included on the engineering construction plans. 14. Vertical Datum is 1929 NVGD per the surveyor note. 15. Drainage calculations per the King County Surface Water Design Manual, to support the vault size, are provided. Please call Robert Parnell at 425/643 -3560 if you need additional information to complete your review and provide preliminary short plat approval with conditions. Sincerel Robert N. Parnell, PE Enclosures: Revised Site Plan New Access Road Profile Legal Descriptions Lots 1 -9 Drainage Calculations (Vault) CC: Keystar, Inc. Larry Mueller /Steve Araki z .~ w • 00 .N 0 • w I. w g t_ a • a w zE.. �o w~ U • 0 •o1-- 1uw 1- T- 11- b- , z U= o� z STORMWATER CALCULATIONS PRELIMINARY VAULT SIZE KEYSTAR, INC. 9 LOT SHORT PLAT SOUTH 130THSTREET TUKWILA, WA BY: ROBERT N. PARNELL, PE RN PARNELL COMPANY 4422 187TH PLACE SE ISSAQUAH, WA 98027 z. a J U. ,U O ,.:0) o:. w= J F-. u_; W o CO J� LL Q = W' Z I- �o o to; 111 O, U W' O z File Input Hydrograph Storage Discharge •LPool Proj: KEYSTAR Estimate Basin Size Based on Input Table Sizing TWO YEAR Sizing 100 YEAR Orifice diameter: 3.06 inches Orifice diameter: 3.96 inches <=== =Done! Press any key to continue = = = => Menu: Design a multiple orifice based on the input table instructions File Input Hydrograph Storage Discharge •LPool Proj: KEYSTAR RN Parnell Company [•] Display Level Pool Results Match Inflow Storage Disch Peak Peak Peak Description Peak Peak ID ID Stage Volume Out TWO YEAR 0.34 0.61 1 1 64.77 709 0.34 100 YEAR 1.09 1.46 1 1 66.82 1527 1.09 Ok z • = t=. j-Z 'U O C W W =. J • .0) LL: WO LL J LL < = I- w _. z F- O: Z t- U to: ;O -: ❑I-. .w •Z u. O . w Z; - O z=; z File Input Hydrograph Storage • Discharge RN Parnell Company Orifice Input Dialog Orifice Id: 1 Descrip: ORIFICE DISCHARGE Orifice Coefficient: 0.620 Elev of Lowest Orif: Outlet Elevation...: Max El above Outlet: Stage Disch Increm:V Ge Delete LPool Proj: KEYSTAR Lowest Orif Diam...: Dist to next Orif: 0.000 ft 2nd Orifice Diam...: 63.000 ft Dist to next Orif: 70.000 ft 3rd Orifice Diam...: 0.100 ft Dist to next Orif: 4th Orifice Diam...: Dist to next Orif: Top orifice Diam...: Pry Next - Ok Insert Cancel 3.059 in 1.900 ft 3.961 in 0.000 ft 0.000 in 0.000 ft 0.000 in 0.000 ft 0.000 in Help: Enter 8 char Storage ID File Input Hydrograph • Storage Discharge LPool RN Parnell Company WaterWorks- Release 4.13f _[•] Rectangular Vault Input Dialog Proj: KEYSTAR Vault Id: 1 Description: VAULT FOR WQ /RET /DET • 40.000 ft Length Width Void Ratio Starting Elevation.: Max Elev of Vault..: Stage -Sto increment: • 10.000 ft • 100.000 % 63.000 ft 70.000 ft 0.100 ft Structure Volume...: 2800.0 cf Prey Next Insert Ge� Delete 0.064 acft Ok =LEA Help: Enter 8 char Storage ID z ~w m. UO way w I• J • LL: w O LL..Q • cn =d 2 z� I- 0 zI-• w U� Ocn! :o w W: U wz .0 F- z File Input •Hydrograph Storage Discharge RN Parnell Company WaterWorks- Release 4.13f Hydrograph Summary Values Hyd -- Q -cfs- Hours cf -- 1 0.338 8.00 6016 2 0.678 8.00 10975 3 0.880 8.00 13902 4 1.087 8.00 16907 5 0.615 8.00 8854 6 1.009 8.00 14296 7 1.234 8.00 17411 8 1.462 8.00 20567 9 0.338 8.50 8854 10 1.086 8.33 20567 LPool Proj: KEYSTAR -- ac -ft- 0.1381 0.2519 0.3191 0.3881 0.203.3 0.3282 0.3997 0.4721 0.2033 0.4721 t Menu: Display summary table of hydrograph values P 1 z . - w U O o. :co w.. w =. J u. W' • Z �. O Z F-' • . LLI Dp. i0 NI ;o 1 lL 0� U y; O 17 z h RN Parnell Company KEYSTAR 9 LOT SHORT PLAT PRELIMINARY VAULT SIZING page 1 DETAIL BASIN SUMMARY BASIN ID: 100D NAME: ONE HUNDRED YEAR DEVELOPED SBUH METHODOLOGY TOTAL AREA • 1.83 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • USER1 PERV IMP PRECIPITATION • 3.90 inches AREA..: 0.93 Acres 0.90 Acres TIME INTERVAL • 10.00 min CN • 87.00 98.00 TC 8.00 min 8.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 1.46 cfs VOL: 0.47 Ac -ft TIME: 480 min TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) 10 310 0.2211 610 0.3418 910 0.2025 1210 0.1636 1510 20 320 0.2269 620 0.3426 920 0.2020 1220 0.1637 1520 30 0.0004 330 0.2317 630 0.3433 930 0.2019 1230 0.1638 1530 40 0.0044 340 0.2362 640 0.3440 940 0.2020 1240 0.1638 1540 50 0.0127 350 0.2553 650 0.3206 950 0.2021 1250 0.1639 1550 60 0.0213 360 0.2782 660 0.2914 960 0.2023 1260 0.1639 1560 70 0.0289 370 0.2872 670 0.2850 970 0.2024 1270 0.1640 1570 80 0.0352 380 0.2927 680 0.2839 980 0.2025 1280 0.1641 1580 90 0.0406 390 0.2973 690 0.2840 990 0.2026 1290 0.1641 1590 100 0.0451 400 0.3015 700 0.2843 1000 0.2028 1300 0.1642 1600 110 0.0542 410 0.3544 710 0.2847 1010 0.1873 1310 0.1642 1610 120 0.0644 420 0.4198 720 0.2851 1020 0.1681 1320 0.1643 1620 130 0.0700 430 0.4399 730 0.2855 1030 0.1638 1330 0.1643 1630 140 0.0739 440 0.5099 740 0.2858 1040 0.1628 1340 0.1644 1640 150 0.0771 450 0.5925 750 0.2862 1050 0.1627 1350 0.1644 1650 160 0.0798 460 0.8371 760 0.2866 1060 0.1627 1360 0.1645 1660 170 0.0887 470 1.4069 770 0.2639 1070 0.1627 1370 0.1645 1670 180 0.0997 480 1.4618 780 0.2359 1080 0.1628 1380 0.1646 1680 190 0.1063 490 0.9805 790 0.2295 1090 0.1629 1390 0.1646 1690 200 0.1123 500 0.6789 800 0.2282 1100 0.1629 1400 0.1647 1700 210 0.1179 510 0.5454 810 0.2281 1110 0.1630 1410 0.1647 1710 220 0.1232 520 0.5165 820 0.2282 1120 0.1631 1420 0.1648 1720 230 0.1366 530 0.4440 830 0.2284 1130 0.1631 1430 0.1648 1730 240 0.1524 540 0.3610 840 0.2286 1140 0.1632 1440 0.1649 1740 250 0.1603 550 0.3425 850 0.2288 1150 0.1633 1450 0.1015 1750 260 0.1662 560 0.3390 860 0.2290 1160 0.1633 1460 0.0234 1760 270 0.1713 570 0.3388 870 0.2292 1170 0.1634 1470 0.0054 1770 280 0.1760 580 0.3395 880 0.2294 1180 0.1635 1480 0.0012 1780 290 0.1927 590 0.3402 890 0.2187 1190 0.1635 1490 0.0003 1790 300 0.2125 600 0.3410 900 0.2055 1200 0.1636 1500 1800 row. rapt z ~w 6 00 CO 0 w= CO u_ w 0 H • o' 0 O D. 0 I- wW 0. ti 0 WZ 1- OH z RN Parnell Company KEYSTAR 9 LOT SHORT PLAT PRELIMINARY VAULT SIZING page 2 DETAIL BASIN SUMMARY BASIN ID: 100E NAME: ONE HUNDRED YEAR EXISTING SBUH METHODOLOGY TOTAL AREA • 1.83 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE USER1 PERV IMP PRECIPITATION • 3.90 inches AREA..: 1.83 Acres 0.00 Acres TIME INTERVAL • 10.00 min CN 87.00 98.00 TC 15.00 min 0.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 1.09 cfs VOL: 0.39 Ac -ft TIME: 480 min TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (iin) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) 10 310 0.1087 610 0.3071 910 0.1934 1210 0.1553 1510 0.0018 20 320 0.1181 620 0.3083 920 0.1912 1220 0.1554 1520 0.0009 30 330 0.1266 630 0.3095 930 0.1902 1230 0.1555 1530 0.0005 40 340 0.1345 640 0.3108 940 0.1899 1240 0.1556 1540 0.0002 50 350 0.1480 650 0.2978 950 0.1898 1250 0.1557 1550 0.0001 60 360 0.1648 660 0.2776 960 0.1899 1260 0.1559 1560 70 370 0.1772 670 0.2679 970 0.1900 1270 0.1560 1570 80 380 0.1874 680 0.2634 980 0.1902 1280 0.1561 1580 90 390 0.1962 690 0.2616 990 0.1904 1290 0.1562 1590 100 400 0.2041 700 0.2610 1000 0.1907 1300 0.1563 1600 110 410 0.2346 710 0.2611 1010 0.1813 1310 0.1564 1610 120 420 0.2777 720 0.2616 1020 0.1672 1320 0.1565 1620 130 430 0.3050 730 0.2621 1030 0.1602 1330 0.1566 1630 140 440 0.3546 740 0.2628 1040 0.1567 1340 0.1567 1640 150 450 0.4169 750 0.2634 1050 0.1551 1350 0.1568 1650 160 460 0.5713 760 0.2641 1060 0.1543 1360 0.1569 1660 170 470 0.9335 770 0.2509 1070 0.1540 1370 0.1570 1670 180 0.0008 480 1.0867 780 0.2307 1080 0.1539 1380 0.1571 1680 190 0.0039 490 0.9014 790 0.2208 1090 0.1539 1390 0.1572 1690 200 0.0093 500 0.7052 800 0.2161 1100 0.1540 1400 0.1573 1700 210 0.0156 510 0.5727 810 0.2139 1110 0.1541 1410 0.1574 1710 220 0.0222 520 0.5087 820 0.2130 1120 0.1542 1420 0.1575 1720 230 0.0307 530 0.4401 830 0.2127 1130 0.1543 1430 0.1576 1730 240 0.0404 540 0.3684 840 0.2128 1140 0.1545 1440 0.1577 1740 250 0.0493 550 0.3335 850 0.2130 1150 0.1546 1450 0.1183 1750 260 0.0577 560 0.3169 860 0.2133 1160 0.1547 1460 0.0591 1760 270 0.0656 570 0.3094 870 0.2136 1170 0.1548 1470 0.0296 1770 280 0.0731 580 0.3064 880 0.2139 1180 0.1549 1480 0.0148 1780 290 0.0843 590 0.3058 890 0.2077 1190 0.1551 1490 0.0074 1790 300 0.0978 600 0.3062 900 0.1981 1200 0.1552 1500 0.0037 1800 • z ~w re w 6 00 CO W J H L w0 LLQ co = c1 t- _ z� I- O zF- U • � O- o E-- ww 1- • O wz H =: ~ 0 z RN Parnell Company KEYSTAR 9 LOT SHORT PLAT PRELIMINARY VAULT SIZING page 3 DETAIL BASIN SUMMARY BASIN ID: 1OD NAME: TEN YEAR DEVELOPED SBUH METHODOLOGY TOTAL AREA 1.83 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • USER1 PERV IMP PRECIPITATION 2.90 inches AREA..: 0.93 Acres 0.90 Acres TIME INTERVAL • 10.00 min CN 87.00 98.00 TC 8.00 min 8.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 1.01 cfs VOL: 0.33 Ac -ft TIME: 480 min TIME DESIGN TIME DESIGN TIME DESIGN TIRE DESIGN TIRE DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (yin) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) 10 310 0.1414 610 0.2414 910 0.1452 1210 0.1181 1510 20 320 0.1458 620 0.2421 920 0.1448 1220 0.1181 1520 30 330 0.1497 630 0.2429 930 0.1448 1230 0.1182 1530 40 0.0003 340 0.1532 640 0.2436 940 0.1449 1240 0.1183 1540 50 0.0029 350 0.1664 650 0.2271 950 0.1451 1250 0.1183 1550 60 0.0078 360 0.1821 660 0.2066 960 0.1452 1260 0.1184 1560 70 0.0130 370 0.1888 670 0.2022 970 0.1453 1270 0.1184 1570 80 0.0176 380 0.1932 680 0.2015 980 0.1455 1280 0.1185 1580 90 0.0217 390 0.1969 690 0.2017 990 0.1456 1290 0.1186 1590 100 0.0253 400 0.2004 700 0.2020 1000 0.1457 1300 0.1186 1600 110 0.0315 410 0.2365 710 0.2024 1010 0.1346 1310 0.1187 1610 120 0.0386 420 0.2812 720 0.2028 1020 0.1209 1320 0.1187 1620 130 0.0430 430 0.2958 730 0.2032 1030 0.1178 1330 0.1188 1630 140 0.0463 440 0.3443 740 0.2036 1040 0.1171 1340 0.1189 1640 150 0.0491 450 0.4017 750 0.2039 1050 0.1170 1350 0.1189 1650 160 0.0516 460 0.5708 760 0.2043 1060 0.1171 1360 0.1190 1660 170 0.0581 470 0.9663 770 0.1882 1070 0.1171 1370 0.1190 1670 180 0.0656 480 1.0091 780 0.1683 1080 0.1172 1380 0.1191 1680 190 0.0691 490 0.6800 790 0.1639 1090 0.1173 1390 0.1191 1690 200 0.0715 500 0.4725 800 0.1630 1100 0.1173 1400 0.1192 1700 210 0.0734 510 0.3807 810 0.1630 1110 0.1174 1410 0.1192 1710 220 0.0751 520 0.3612 820 0.1631 1120 0.1175 1420 0.1193 1720 230 0.0827 530 0.3110 830 0.1633 1130 0.1175 1430 0.1193 1730 240 0.0927 540 0.2532 840 0.1635 1140 0.1176 1440 0.1194 1740 250 0.0983 550 0.2405 850 0.1637 1150 0.1177 1450 0.0735 1750 260 0.1028 560 0.2383 860 0.1639 1160 0.1177 1460 0.0170 1760 270 0.1068 570 0.2384 870 0.1641 1170 0.1178 1470 0.0039 1770 280 0.1105 580 0.2391 880 0.1643 1180 0.1179 1480 0.0009 1780 290 0.1218 590 0.2398 890 0.1567 1190 0.1179 1490 0.0002 1790 300 0.1351 600 0.2406 900 0.1473 1200 0.1180 1500 1800 RN Parnell Company KEYSTAR 9 LOT SHORT PLAT PRELIMINARY VAULT SIZING page 4 DETAIL BASIN SUMMARY BASIN ID: 10E NAME: TEN YEAR EXISTING SBUH METHODOLOGY TOTAL AREA • 1.83 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • USER1 PERV IMP PRECIPITATION • 2.90 inches AREA..: 1.83 Acres 0.00 Acres TIME INTERVAL • 10.00 min CN • 87.00 98.00 TC • 15.00 min 0.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.68 cfs VOL: 0.25 Ac -ft TIME: 480 min TIME DESIGN TIME DESIGN TINE DESIGN TIME DESIGN TINE DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) 10 310 0.0461 610 0.2043 910 0.1334 1210 0.1086 1510 0.0013 20 320 0.0525 620 0.2056 920 0.1319 1220 0.1087 1520 0.0007 30 330 0.0585 630 0.2068 930 0.1313 1230 0.1089 1530 0.0003 40 340 0.0642 640 0.2081 940 0.1312 1240 0.1090 1540 0.0002 50 350 0.0728 650 0.1997 950 0.1312 1250 0.1091 1550 60 360 0.0832 660 0.1865 960 0.1313 1260 0.1092 1560 70 370 0.0915 670 0.1802 970 0.1315 1270 0.1093 1570 80 380 0.0988 680 0.1775 980 0.1317 1280 0.1094 1580 90 390 0.1053 690 0.1765 990 0.1320 1290 0.1096 1590 100 400 0.1113 700 0.1764 1000 0.1322 1300 0.1097 1600 110 410 0.1302 710 0.1767 1010 0.1258 1310 0.1098 1610 120 420 0.1566 720 0.1772 1020 0.1160 1320 0.1099 1620 130 430 0.1745 730 0.1778 1030 0.1112 1330 0.1100 1630 140 440 0.2061 740 0.1785 1040 0.1089 1340 0.1101 1640 150 450 0.2458 750 0.1792 1050 0.1078 1350 0.1102 1650 160 460 0.3434 760 0.1798 1060 0.1073 1360 0.1103 1660 170 470 0.5740 770 0.1710 1070 0.1071 1370 0.1104 1670 180 480 0.6780 780 0.1574 1080 0.1071 1380 0.1105 1680 190 490 0.5684 790 0.1508 1090 0.1072 1390 0.1106 1690 200 500 0.4485 800 0.1477 1100 0.1073 1400 0.1107 1700 210 510 0.3671 810 0.1464 1110 0.1074 1410 0.1108 1710 220 0.0001 520 0.3285 820 0.1459 1120 0.1075 1420 0.1109 1720 230 0.0016 530 0.2858 830 0.1458 1130 0.1076 1430 0.1110 1730 240 0.0050 540 0.2403 840 0.1460 1140 0.1078 1440 0.1111 1740 250 0.0095 550 0.2184 850 0.1462 1150 0.1079 1450 0.0834 1750 260 0.0145 560 0.2082 860 0.1465 1160 0.1080 1460 0.0417 1760 270 0.0196 570 0.2039 870 0.1469 1170 0.1081 1470 0.0208 1770 280 0.0247 580 0.2025 880 0.1472 1180 0.1083 1480 0.0104 1780 290 0.0313 590 0.2025 890 0.1430 1190 0.1084 1490 0.0052 1790 300 0.0391 600 0.2033 900 0.1365 1200 0.1085 1500 0.0026 1800 RN Parnell Company KEYSTAR 9 LOT SHORT PLAT PRELIMINARY VAULT SIZING page 5 DETAIL BASIN SUMMARY BASIN ID: 25D NAME: TWENTY FIVE YEAR DEVELOPED SBUH METHODOLOGY TOTAL AREA • 1.83 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE USER1 PERV IMP PRECIPITATION • 3.40 inches AREA..: 0.93 Acres 0.90 Acres TIME INTERVAL 10.00 min CN 87.00 98.00 TC 8.00 min 8.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 1.23 cfs VOL: 0.40 Ac -ft TIME: 480 min TINE DESIGN TIME DESIGN TINE DESIGN TIME DESIGN TIME DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) 10 310 0.1805 610 0.2915 910 0.1739 1210 0.1409 1510 20 320 0.1856 620 0.2923 920 0.1734 1220 0.1409 1520 30 330 0.1900 630 0.2930 930 0.1734 1230 0.1410 1530 40 0.0018 340 0.1940 640 0.2938 940 0.1735 1240 0.1411 1540 50 0.0071 350 0.2102 650 0.2738 950 0.1736 1250 0.1411 1550 60 0.0141 360 0.2294 660 0.2490 960 0.1738 1260 0.1412 1560 70 0.0205 370 0.2373 670 0.2436 970 0.1739 1270 0.1412 1570 80 0.0261 380 0.2423 680 0.2427 980 0.1740 1280 0.1413 1580 90 0.0309 390 0.2465 690 0.2428 990 0.1741 1290 0.1414 1590 100 0.0349 400 0.2503 700 0.2432 1000 0.1743 1300 0.1414 1600 110 0.0426 410 0.2948 710 0.2435 1010 0.1610 1310 0.1415 1610 120 0.0513 420 0.3497 720 0.2439 1020 0.1445 1320 0.1415 1620 130 0.0563 430 0.3671 730 0.2443 1030 0.1408 1330 0.1416 1630 140 0.0600 440 0.4263 740 0.2447 1040 0.1400 1340 0.1416 1640 150 0.0630 450 0.4963 750 0.2451 1050 0.1399 1350 0.1417 1650 160 0.0656 460 0.7030 760 0.2454 1060 0.1399 1360 0.1418 1660 170 0.0733 470 1.1853 770 0.2261 1070 0.1400 1370 0.1418 1670 180 0.0823 480 1.2343 780 0.2021 1080 0.1400 1380 0.1419 1680 190 0.0862 490 0.8297 790 0.1967 1090 0.1401 1390 0.1419 1690 200 0.0893 500 0.5754 800 0.1956 1100 0.1402 1400 0.1420 1700 210 0.0931 510 0.4628 810 0.1955 1110 0.1402 1410 0.1420 1710 220 0.0975 520 0.4387 820 0.1957 1120 0.1403 1420 0.1421 1720 230 0.1087 530 0.3774 830 0.1959 1130 0.1404 1430 0.1421 1730 240 0.1217 540 0.3070 840 0.1961 1140 0.1404 1440 0.1422 1740 250 0.1286 550 0.2914 850 0.1963 1150 0.1405 1450 0.0875 1750 260 0.1337 560 0.2885 860 0.1965 1160 0.1406 1460 0.0202 1760 270 0.1383 570 0.2885 870 0.1966 1170 0.1406 1470 0.0047 1770 280 0.1425 580 0.2892 880 0.1968 1180 0.1407 1480 0.0011 1780 290 0.1565 590 0.2900 890 0.1877 1190 0.1408 1490 0.0002 1790 300 0.1730 600 0.2908 900 0.1764 1200 0.1408 1500 1800 z Ce 1-1 6 U0� co 0 LU LU wo LL = W F- z. z_� F- O z w O -: E-" w ur 2 H O .. z w U= 0 z RN Parnell Company KEYSTAR 9 LOT SHORT PLAT PRELIMINARY VAULT SIZING page 6 DETAIL BASIN SUMMARY BASIN ID: 25E NAME: TWENTY FIVE YEAR EXISTING SBUH METHODOLOGY TOTAL AREA 1.83 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE USER1 PERV IMP PRECIPITATION 3.40 inches AREA..: 1.83 Acres 0.00 Acres TIME INTERVAL 10.00 min CN • 87.00 98.00 TC • 15.00 min 0.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.88 cfs VOL: 0.32 Ac -ft TIME: 480 min TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) 10 310 0.0758 610 0.2556 910 0.1634 1210 0.1320 1510 0.0016 20 320 0.0837 620 0.2568 920 0.1616 1220 0.1321 1520 0.0008 30 330 0.0910 630 0.2580 930 0.1608 1230 0.1322 1530 0.0004 40 340 0.0978 640 0.2594 940 0.1605 1240 0.1324 1540 0.0002 50 350 0.1089 650 0.2487 950 0.1605 1250 0.1325 1550 60 360 0.1224 660 0.2319 960 0.1606 1260 0.1326 1560 70 370 0.1329 670 0.2240 970 0.1608 1270 0.1327 1570 80 380 0.1416 680 0.2204 980 0.1610 1280 0.1328 1580 90 390 0.1493 690 0.2190 990 0.1612 1290 0.1329 1590 100 400 0.1563 700 0.2187 1000 0.1615 1300 0.1330 1600 110 410 0.1809 710 0.2189 1010 0.1536 1310 0.1331 1610 120 420 0.2155 720 0.2194 1020 0.1416 1320 0.1332 1620 130 430 0.2382 730 0.2200 1030 0.1357 1330 0.1334 1630 140 440 0.2787 740 0.2206 1040 0.1328 1340 0.1335 1640 150 450 0.3296 750 0.2213 1050 0.1315 1350 0.1336 1650 160 460 0.4553 760 0.2220 1060 0.1308 1360 0.1337 1660 170 470 0.7512 770 0.2110 1070 0.1306 1370 0.1338 1670 180 480 0.8799 780 0.1941 1080 0.1305 1380 0.1339 1680 190 490 0.7331 790 0.1858 1090 0.1306 1390 0.1340 1690 200 0.0008 500 0.5756 800 0.1819 1100 0.1307 1400 0.1341 1700 210 0.0034 510 0.4690 810 0.1801 1110 0.1308 1410 0.1342 1710 220 0.0077 520 0.4179 820 0.1794 1120 0.1309 1420 0.1343 1720 230 0.0135 530 0.3624 830 0.1793 1130 0.1310 1430 0.1344 1730 240 0.0206 540 0.3040 840 0.1794 1140 0.1311 1440 0.1345 1740 250 0.0276 550 0.2756 850 0.1796 1150 0.1313 1450 0.1009 1750 260 0.0344 560 0.2623 860 0.1799 1160 0.1314 1460 0.0504 1760 270 0.0410 570 0.2564 870 0.1802 1170 0.1315 1470 0.0252 1770 280 0.0474 580 0.2543 880 0.1806 1180 0.1316 1480 0.0126 1780 290 0.0563 590 0.2540 890 0.1754 1190 0.1318 1490 0.0063 1790 300 0.0668 600 0.2545 900 0.1673 1200 0.1319 1500 0.0032 1800 Z _1- ~w cc 2 0 00 N0 w= Nw w0 2 LLa co CI. =w Z� F- O Z F- w w n O co oI- ww 1- --- 9--O w.. O= ~ Z RN Parnell Company KEYSTAR 9 LOT SHORT PLAT PRELIMINARY VAULT SIZING page 7 BASIN ID: 2D SBUH METHODOLOGY TOTAL AREA RAINFALL TYPE • PRECIPITATION TIME INTERVAL • DETAIL BASIN SUMMARY NAME: TWO YEAR DEVELOPED 1.83 Acres USER1 2.00 inches 10.00 min BASEFLOWS: 0.00 cfs PERV AREA..: 0.93 Acres CN 87.00 TC • 8.00 in ABSTRACTION COEFF: 0.20 PEAK RATE: 0.61 cfs VOL: 0.20 Ac -ft TIME: 480 min TIME DESIGN TIME DESIGN RUNOFF RUNOFF (tin) (cfs) (min) (cfs) TINE DESIGN TIME DESIGN TIME DESIGN TINE RUNOFF " RUNOFF RUNOFF (tin) (cfs) (min) (cfs) (min) (cfs) (min) IMP 0.90 Acres 98.00 8.00 min DESIGN RUNOFF (cfs) 10 20 30 40 50 60 0.0005 70 0.0023 80 0.0050 90 0.0076 100 0.0100 110 0.0137 120 0.0178 130 0.0208 140 0.0233 150 0.0255 160 0.0275 170 0.0317 180 0.0365 190 0.0391 200 0.0411 210 0.0428 220 0.0442 230 0.0486 240 0.0537 250 0.0560 260 0.0575 270 0.0588 280 0.0599 290 0.0652 300 0.0724 310 0.0763 610 0.1521 910 0.0936 1210 0.0769 1510 320 0.0794 620 0.1527 920 0.0934 1220 0.0770 1520 330 0.0822 630 0.1534 930 0.0935 1230 0.0771 1530 340 0.0848 640 0.1540 940 0.0936 1240 0.0771 1540 350 0.0929 650 0.1438 950 0.0937 1250 0.0772 1550 360 0.1023 660 0.1309 960 0.0938 1260 0.0773 1560 370 0.1068 670 0.1283 970 0.0940 1270 0.0773 1570 380 0.1100 680 0.1279 980 0.0941 1280 0.0774 1580 390 0.1128 690 0.1282 990 0.0942 1290 0.0774 1590 400 0.1154 700 0.1285 1000 0.0943 1300 0.0775 1600 410 0.1370 710 0.1289 1010 0.0872 1310 0.0776 1610 420 0.1638 720 0.1292 1020 0.0783 1320 0.0776 1620 430 0.1733 730 0.1296 1030 0.0763 1330 0.0777 1630 440 0.2030 740 0.1299 1040 0.0759 1340 0.0777 1640 450 0.2383 750 0.1303 1050 0.0759 1350 0.0778 1650 460 0.3415 760 0.1306 1060 0.0759 1360 0.0778 1660 470 0.5842 770 0.1204 1070 0.0760 1370 0.0779 1670 480 0.6146 780 0.1077 1080 0.0761 1380 0.0779 1680 490 0.4171 790 0.1050 1090 0.0761 1390 0.0780 1690 500 0.2913 800 0.1045 1100 0.0762 1400 0.0781 1700 510 0.2356 810 0.1045 1110 0.0763 1410 0.0781 1710 520 0.2243 820 0.1047 1120 0.0764 1420 0.0782 1720 530 0.1936 830 0.1049 1130 0.0764 1430 0.0782 1730 540 0.1579 840 0.1050 1140 0.0765 1440 0.0783 1740 550 0.1502 850 0.1052 1150 0.0766 1450 0.0482 1750 560 0.1491 860 0.1054 1160 0.0766 1460 0.0111 1760 570 0.1494 870 0.1056 1170 0.0767 1470 0.0026 1770 580 0.1500 880 0.1058 1180 0.0768 1480 0.0006 1780 590 0.1507 890 0.1009 1190 0.0768 1490 0.0001 1790 600 0.1514 900 0.0949 1200 0.0769 1500 1800 z I=- QQ= JU O 0 0, 0 w= F... g 5. w Q D. =• w Z F_ I- O Z w U 0 O -: O H Au al F- H u"O. w z. 0 Y H O z RN Parnell Company KEYSTAR 9 LOT SHORT PLAT PRELIMINARY VAULT SIZING page 8 BASIN ID: 2E SBUH METHODOLOGY TOTAL AREA RAINFALL TYPE PRECIPITATION TIME INTERVAL DETAIL BASIN SUMMARY NAME: 2 YEAR EXISTIMG 1.83 Acres USER1 2.00 inches 10.00 min BASEFLOWS: 0.00 cfs PERV AREA..: 1.83 Acres CN 87.00 TC • 15.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.34 cfs VOL: 0.14 Ac -ft TIME: 480 min TINE DESIGN TIME RUNOFF (min) (cfs) (min) DESIGN RUNOFF (cfs) TIME DESIGN RUNOFF (min) (cfs) TIME DESIGN RUNOFF (min) (cfs) TIME DESIGN RUNOFF (min) (cfs) IMP 0.00 Acres 98.00 0.00 min TIME DESIGN RUNOFF (min) (cfs) 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 510 520 530 540 550 560 570 580 0.0003 590 0.0018 600 0.0044 0.0076 0.0110 0.0144 0.0187 0.0238 0.0284 0.0328 0.0369 0.0409 0.0501 0.0628 0.0725 0.0887 0.1093 0.1590 0.2783 0.3381 0.2892 0.2319 0.1926 0.1747 0.1534 0.1300 0.1190 0.1142 0.1124 0.1122 0.1127 0.1136 610 620 630 640 650 660 670 680 690 700 710 720 730 740 750 760 770 780 790 800 810 820 830 840 850 860 870 880 890 900 0.1146 0.1157 0.1168 0.1180 0.1136 0.1063 0.1030 0.1017 0.1014 0.1016 0.1021 0.1026 0.1032 0.1038 0.1044 0.1050 0.1001 0.0923 0.0885 0.0869 0.0862 0.0860 0.0861 0.0864 0.0866 0.0869 0.0873 0.0876 0.0852 0.0814 910 920 930 940 950 960 970 980 990 1000 1010 1020 1030 1040 1050 1060 1070 1080 1090 1100 1110 1120 1130 1140 1150 1160 1170 1180 1190 1200 0.0796 0.0789 0.0786 0.0786 0.0787 0.0789 0.0791 0.0793 0.0795 0.0797 0.0759 0.0701 0.0672 0.0659 0.0653 0.0650 0.0650 0.0650 0.0651 0.0652 0.0653 0.0654 0.0656 0.0657 0.0658 0.0659 0.0661 0.0662 0.0663 0.0664 1210 1220 1230 1240 1250 1260 1270 1280 1290 1300 1310 1320 1330 1340 1350 1360 1370 1380 1390 1400 1410 1420 1430 1440 1450 1460 1470 1480 1490 1500 0.0665 0.0666 0.0668 0.0669 0.0670 0.0671 0.0672 0.0673 0.0674 0.0676 0.0677 0.0678 0.0679 0.0680 0.0681 0.0682 0.0683 0.0684 0.0685 0.0686 0.0687 0.0688 0.0689 0.0690 0.0518 0.0259 0.0129 0.0065 0.0032 0.0016 1510 1520 1530 1540 1550 1560 1570 1580 1590 1600 1610 1620 1630 1640 1650 1660 1670 1680 1690 1700 1710 1720 1730 1740 1750 1760 1770 1780 1790 1800 0.0008 0.0004 0.0002 0.0001 RN Parnell Company KEYSTAR 9 LOT SHORT PLAT PRELIMINARY VAULT SIZING page 9 STAGE STORAGE TABLE RECTANGULAR VAULT ID No. 1 Description: VAULT FOR WQ /RET /DET Length: 40.00 ft. Width: 10.00 ft. voids: 1.000 STAGE <---- STORAGE - - - -> STAGE <---- STORAGE - - - -> STAGE <---- STORAGE - - - -> STAGE <---- STORAGE - - - -> (ft) -- -cf - -- -- Ac -Ft- (ft) -- -cf - -- -- Ac -Ft- (ft) -- -cf - -- -- Ac -Ft- (ft) -- -cf - -- -- Ac -Ft- 63.00 0.0000 0.0000 64.80 720.00 0.0165 66.60 1440 0.0331 68.40 2160 0.0496 63.10 40.000 0.0009 64.90 760.00 0.0174 66.70 1480 0.0340 68.50 2200 0.0505 63.20 80.000 0.0018 65.00 800.00 0.0184 66.80 1520 0.0349 68.60 2240 0.0514 63.30 120.00 0.0028 65.10 840.00 0.0193 66.90 1560 0.0358 68.70 2280 0.0523 63.40 160.00 0.0037 65.20 880.00 0.0202 67.00 1600 0.0367 68.80 2320 0.0533 63.50 200.00 0.0046 65.30 920.00 0.0211 67.10 1640 0.0376 68.90 2360 0.0542 63.60 240.00 0.0055 65.40 960.00 0.0220 67.20 1680 0.0386 69.00 2400 0.0551 63.70 280.00 0.0064 65.50 1000.00 0.0230 67.30 1720 0.0395 69.10 2440 0.0560 63.80 320.00 0.0073 65.60 1040 0.0239 67.40 1760 0.0404 69.20 2480 0.0569 63.90 360.00 0.0083 65.70 1080 0.0248 67.50 1800 0.0413 69.30 2520 0.0579 64.00 400.00 0.0092 65.80 1120 0.0257 67.60 1840 0.0422 69.40 2560 0.0588 64.10 440.00 0.0101 65.90 1160 0.0266 67.70 1880 0.0432 69.50 2600 0.0597 64.20 480.00 0.0110 66.00 1200 0.0275 67.80 1920 0.0441 69.60 2640 0.0606 64.30 520.00 0.0119 66.10 1240 0.0285 67.90 1960 0.0450 69.70 2680 0.0615 64.40 560.00 0.0129 66.20 1280 0.0294 68.00 2000 0.0459 69.80 2720 0.0624 64.50 600.00 0.0138 66.30 1320 0.0303 68.10 2040 0.0468 69.90 2760 0.0634 64.60 640.00 0.0147 66.40 1360 0.0312 68.20 2080 0.0478 70.00 2800 0.0643 64.70 680.00 0.0156 66.50 1400 0.0321 68.30 2120 0.0487 70.00 2800 0.0643 RN Parnell Company KEYSTAR 9 LOT SHORT PLAT PRELIMINARY VAULT SIZING page 10 STAGE DISCHARGE TABLE MULTIPLE ORIFICE ID No. 1 Description: ORIFICE DISCHARGE Outlet Elev: 63.00 Elev: 0.00 ft Orifice Diameter: 3.0586 in. Elev: 64.90 ft Orifice 2 Diameter: 3.9609 in. STAGE <-- DISCHARGE - - -> (ft) - - -cfs STAGE <-- DISCHARGE - - -> (ft) - - -cfs STAGE <-- DISCHARGE - - -> (ft) -- -cfs STAGE <-- DISCHARGE - - -> (ft) -- -cfs 63.00 63.10 63.20 63.30 63.40 63.50 63.60 63.70 63.80 63.90 64.00 64.10 64.20 64.30 64.40 64.50 64.60 64.70 0.0000 0.0803 0.1135 0.1390 0.1606 0.1795 0.1966 0.2124 0.2271 0.2408 0.2539 0.2663 0.2781 0.2895 0.3004 0.3109 0.3211 0.3310 64.80 64.90 65.00 65.10 65.20 65.30 65.40 65.50 65.60 65.70 65.80 65.90 66.00 66.10 66.20 66.30 66.40 66.50 0.3406 0.3499 0.4937 0.5583 0.6097 0.6543 0.6943 0.7312 0.7656 0.7980 0.8287 0.8581 0.8862 0.9134 0.9396 0.9649 0.9895 1.0135 66.60 66.70 66.80 66.90 67.00 67.10 67.20 67.30 67.40 67.50 67.60 67.70 67.80 67.90 68.00 68.10 68.20 68.30 1.0368 1.0595 1.0817 1.1035 1.1247 1.1455 1.1660 1.1860 1.2057 1.2250 1.2441 1.2628 1.2812 1.2994 1.3173 1.3349 1.3523 1.3695 68.40 68.50 68.60 68.70 68.80 68.90 69.00 69.10 69.20 69.30 69.40 69.50 69.60 69.70 69.80 69.90 70.00 1.3864 1.4032 1.4197 1.4360 1.4522 1.4681 1.4839 1.4995 1.5150 1.5303 1.5454 1.5604 1.5752 1.5899 1.6044 1.6189 1.6332 z ,mow. 2. 0. U O' W 1,11 • CO LL; wo =d Lit' z�. I- O' z I - W 1- U: ~O;. w z: U- O z To: From: Date: Re: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director MEMORANDUM Steve Lancaster Deborah Ritter March 30, 2000 APRD Waiver Request E2000 -001 (SEPA Determination) L2000 -002 (Short Plat) Keystar 9 -Lot Short Plat 3827 South 130th Street This is a request for a waiver of the APRD requirement on a proposed nine -lot short plat. The site is located on the southern side of 130th, between 37th Avenue South and 40th Avenue South. It is approximately 1.8 acres in size and contains Class 3 sensitive areas. The site topography slopes downward to the east and northeast and varies from nearly flat along the western margin of the site to slopes approaching 35% along the lower, eastern portion of the site. The applicant submitted a geotechnical report prepared by Zipper Zeman Associates, dated February 9, 2000. This report has been reviewed by Public Works. The report states that "the potential for a deep seated landslide is very low ". The report indicates that the drainage conditions above the slope will be improved by the connection and tightlining of runoff from impervious surfaces and footing drains to the storm drainage system." In the geologist's opinion, "the development is not expected to create a landslide or erosion hazard to the subject property or surrounding properties." An ARPD waiver is appropriate under the size and complexity clause of the Sensitive Areas chapter in the code (TMC 18.45.060). There are no tree protection issues on the site. A copy of the waiver request, geotechnical report and application materials are attached. WAIVER APPROVED: Steve Lancaster Dated: i% 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 R. N. PARNELL COMPANY RNP February 18, 2000 Steve Lancaster, Director Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Request for Waiver of Administrative Planned Residential Development Permit - Keystar 9 Lot Short Plat L2000 -002 Dear Mr. Lancaster: CIVIL ENGINEERING WATER RESOURCES ENGINEERING MANAGEMENT ENVIRONMIENTAI. SERVICES CONSTRUCTION MANAGEMENT RECEIVED CITY OF TUKWILA FEB 1. 8 2000 PERMIT CENTER We request a waiver of Administrative Planned Residential Development Permit (APRDP) for our proposed 9 lot short plat located at 3827 South 130th Street, Tukwila. We recently submitted a short plat application (L2000 -002) and SEPA application (E2000 -0001) to the city. Additional information was provided February 18, 2000 to complete the applications and included the site plan, Geotechnical report and Level 1. drainage analysis. The 1.8 acre site has identified Class 3 sensitive areas for steep slopes exceeding 15% along the east boundary of four lots. Homes would be constructed along the westerly frontage of these Tots away from the identified Class 3 sensitive areas. Our 9 lot layout shows a proposed private drain line along the easterly boundary lines of the Tots conveying stormwater to a water quality- retention /detention vault located in Tract "A ". We have enclosed an annotated site plan drawing showing the areas of 20% or greater slopes along the rear of the lots. A Geotechnical report discussing the site and the Class 3 slopes was prepared by Zipper Zeman for this development and provided to the city as part of the short plat application. A Level 1 Offsite Drainage Analysis report was prepared by RN Pamell Company for this development and provided to the city as part of the short plat application. No other sensitive areas for streams or wetlands were identified in the reference material or were found on site. Please call Robert Pamell at 425/643 -3560 if you need additional information to approve our request for waiver of Administrative Planned Residential Development Permit. Sincerely, Robert N. Parnell, PE Enclosure: As stated 4422 IS7Lh Place S.E. • Issaquah. WA 98027 • 425/643 -3560 • FAX 425/641 -5095 s March 30, 2000 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Applicant Keystar, Inc. 6752 Lake Washington Blvd. #B -15 Kirkland, Washington 98033 Re: Keystar 9 -Lot Short Plat at 3827 South 130th, Tukwila E2000 -001 (SEPA) L2000 -002 (Short Plat) Gentlemen: Agent Robert N. Parnell, P.E. R.N. Parnell Company 442 187th Place S.E. Issaquah, Washington 98027 Steve Lancaster, Director We have completed a detailed review of your SEPA and Short Plat applications. Certain additional information regarding the Short Plat application 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: Planning Department Comments: Short Plat Application: 1. The subject property is zoned Low Density Residential. The eastern property line abuts an adjacent zone which is Neighborhood Commercial Center. A landscape buffer and /or fence must separate these two uses. These requirements are as follows: a. Per TMC 17.20.030(B)(1), "where single - family residential subdivisions are to be adjacent to multiple - family, commercial or industrial land use district, and where natural separation does not exist, adequate landscape buffer strips and /or solid fences for screening shall be provided." b. Per TMC 18.52.030(3)(a), "Installation of a solid planting screen within a ten -foot wide landscape strip with a height of five to eight feet or the construction of a decorative fence, to be approved by DCD when a commercial use district occurs adjacent to a single - family use district." Prior to final approval of the short plat, the fence must be erected. In addition to design approval by DCD, the Building Department may require a permit for the actual construction of the fence. In the alternative, you may provide one or more of the following (in a form approved by the city Attorney and the Department of Community Development): 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Keystar, Inc. Robert N. Parnell, P.E. March 30, 2000 Page 2 A surety bond executed by a surety company authorized to transact business in the State of Washington. ii. An irrevocable letter of credit from a financial institution stating that the money is held for the purpose of erecting the fence. An assignment of account with a financial institution which holds the money in an account until such time as the City signs a written release. The assignment of account will allow the City to withdraw the funds in the event the provisions of the agreement are not met. iv. A cash deposit made with the City of Tukwila. The financial security provided shall be 150% of the estimated cost of the erection of the fence, including all related or incidental expenses. The applicant shall provide an estimate of these costs for acceptance by the Department of Community Development. 2. The survey indicates a house foundation which appears to straddle the boundary line between proposed Lots 8 and 9. Prior to final approval of the short plat, the foundation must be removed. The Building Department will require a permit for the demolition and removal of this foundation. In the altemative, you may provide one or more of the following (in a form approved by the City Attorney and the Department of Community Development): a. A surety bond executed by a surety company authorized to transact business in the State of Washington. b. An irrevocable letter of credit from a financial institution stating that the money is held for the purpose of demolishing and removing the foundation. c. An assignment of account with a financial institution which holds the money in an account until such time as the City signs a written release. The assignment of account will allow the City to withdraw the funds in the event the provisions of the agreement are not met. d. A cash deposit made with the City of Tukwila. The financial security provided shall be 150% of the estimated cost of the demolition and removal of the foundation, including all related or incidental expenses. The applicant shall provide an estimate of these costs for acceptance by the Department of Community Development. 3. A cover page for the Short Plat document must be submitted, containing the following (per TMC 17.04.060(B): a. All existing and proposed legal descriptions. Keystar, Inc. Robert N. Parnell, P.E. March 30, 2000 Page 3 z ce w b. A certificate bearing the printed names of all persons having an interest in the subdivided 6 v land, signs by the persons and acknowledged by them before a notary public, consenting to U 0 the subdivision of the land and reciting a dedication by them of all land shown on the plat to u ❑ be dedicated for public uses, and a waiver by them and their successors of all claims for w =. damages against any governmental authority arising from the construction and maintenance u_ of public facilities and public property within the subdivision. 2 c. A certificate with the seal of and signature of the surveyor for the survey and final plat with g 5 the following statement: "I, , registered as a land surveyor by the co State of Washington, certify that this plat is based on an actual survey of the land described ±-1_ Ci herein, conducted by me or under my supervision; that the distances, courses and angles are shown thereon correctly; and that monuments other than those monuments approved z F" for setting at a later date, have been set and lot corners staked on the ground as depicted Z O on the plat." w w ❑ d. Recording Certificate for completion by the King County Department of Records and cn, wui e. Certification of examination and approval by the County Assessor. 1-- LL' O f. Certificate of Approval to be signed by the DCD Director, Public Works Director and Fire w z' U= O~ 4. As indicated on the survey, a gravel driveway exists along the western portion of proposed Lots 1 Z and 2. You have indicated that this driveway is "to be removed during short plat construction ". However, this driveway has been used since 1991 by the adjacent property owner (Alan Glore at 3809 South 130th). Additionally, another property owner has indicated that the driveway has been used by the adjacent property since 1962. We have attached copies of letters from both individuals for your reference. Elections. Chief. Review and approval of your short plat application will not proceed unless and until this issue has been satisfactorily resolved. You may choose one of the following options. Please provide us with documentation supporting the option you have chosen. a. Provide an ingress /egress easement across proposed Lots 1 and 2 for the benefit of the adjacent property owner. b. Negotiate alternative access for the adjacent property owner. This alternative may include assistance with the development of a new driveway on the adjacent property. c. Obtain a court order from King County Superior Court which will quiet title by the granting or denial of the easement by prescription. • • • Keystar, Inc. Robert N. Parnell, P.E. March 30, 2000 Page 4 Public Works Department Comments: 5. Public Work's comments are provided on the attached memo, dated March 10, 2000. In connection with these requirements, Mike Cusick of the Public Works Department has enclosed red -line comments on a copy of your plan sheet. If you should have any questions regarding his comments, please contact him directly at 206 -433 -0179. For questions regarding Planning comments, please contact the undersigned at 206 -431 -3663. Please be advised that the revisions indicated in Items 1 through 5 above are to be consolidated and resubmitted at one time, to the attention of the undersigned. Upon receipt of the requested items, we will continue processing your Short Plat application. Sincerely, PA-cr Deborah Ritter Assistant Planner Enclosures cc: Mike Cusick, Associate Engineer Mike Alderson, Assistant Fire Chief Robert Noe, City Attorney z• a iv WI u6D J0: 0 0: CO W: W =: LL! W0 u.¢: - z� I- OE Z I--• Lif 2 1Q I❑ W • 1...U: . Oi • .z. ; 121411L11 3Fr 61 136-ut'i (,c) 04,01 6/DE- OF youk P/?zy_. // tig- 1)&7-JAI '77/0-7- E;Vc/a.)ci./6--s. ___PeOLP;e7-1 77- 4106---2 /-n/ 461,itr_7:1 .4:77 _4 C.6:9772) 7O ,7/ 77Z 4 ill_ 125 11. _ De Ci Svui %/11/ 602E" < • Z' CC 0- 0 'CO 0 CO W: ILI I! — J LL W ui 0 g Li. a (.0 ° w :z o: z t-, WLU 0 ./2 LLI ui 1- 0 F- -11= ▪ Z' U.1 ,0 0 191, RECEIVED MAR 2 7 ?OOP DEVELOP MEN ID(AA 1.3 at-0 -oois s. vol" 7 R PCP. iNir-7-7_) .?: MAR 2 7 ?MO(! COMMUNITY DEVELOPMENT Tce.9 135J4OOI5 S . 30t" . • • FILE: APPLICANT: ADDRESS: DATE: PLAN REVIEWER: 1. Review Comments Public Works Department E2000 -001 Keystar, Inc. Short Plat 3827 South 130th Street, Tukwila, WA 98168 March 10, 2000 / Contact Mike Cusick at (206) 433 -0179 if you have any questions regarding the following comments. Provide profiles of public access road and South 130th Street. 2. Provide '/a street improvements to South 130th Street. 3. Provide pavement tapers for road widening for South 130th Street. 4. The maximum grade for the access road and driveways is 15%. 5. Provide handicap ramps at curb returns. 6. Access to Lot 1 and Lot 9 shall be from public access road. 7. Provide access road to Tract A with a maximum grade of 15 %. 8. Water District 125 and Valvue Sewer District shall review water and sewer plans. 9. Provide street lights for the public access road and South 130th Street with service cabinet. 10. Under ground utilities along frontage of South 130th Street. 11. Is there an easement for the existing driveway on the west portion of the project site? 12. Provide section of common underground utilities. 13. Provide one call number on plans for utility locates. 14. Vertical datum shall be 1929 NVGD. 15. Provide drainage calculations per the 1998 King County Surface Water Design Manual. z i• Z re 2. JU U0. U U. w =. w 0: 2 gQ z a. z t- 0 z Lu U Ca_. O P-i O I- ww z. U =; o z File: L 00 -0002 Drawing #1 6 J.U; :U O; v/ W => J W H! W g � Q Z Of U �; iO -i 0E-! W W` `u- p ..z .0 • ~O~ Z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF APPLICATION DATED MARCH 13, 2000 The following application has been submitted to the City of Tukwila Department of Community Development for review and decision. APPLICANT: LOCATION: FILE NUMBERS: Keystar Inc. 3827 South 130th Street, Tukwila E2000 -001 (SEPA Determination) L2000 -002 (Short Plat) PROPOSAL: Short plat the 1.79 acre site into 9 single - family Tots. OTHER REQUIRED PERMITS: Land Altering Permits, City of Tukwila z Wiz. • U1. re 2 J0• C.) 0: • w = J H; w O' g Q; con =° zF- 1- 0 Z �. O -, These files can be reviewed at the Department of Community Development, 6300 Southcenter v'. O z OPPORTUNITY FOR PUBLIC COMMENT .v O You can submit comments on this application. You must submit your comments in writing to Z the Department of Community Development by 5:00 p.m. on March 27, 2000. 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. Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 FILE: APPLICANT: ADDRESS: DATE: PLAN REVIEWER: Review Comments Public Works Department E2000 -001 Keystar, Inc. Short Plat 3827 South 130th Street, Tukwila, WA 98168 March 10, 2000 / Contact Mike Cusick at (206) 433 -0179 if you have any questions regarding the following comments. 1. Provide profiles of public access road and South 130th Street. 2. Provide 1/2 street improvements to South 130th Street. 3. Provide pavement tapers for road widening for South 130th Street. 4. The maximum grade for the access road and driveways is 15%. 5. Provide handicap ramps at curb returns. 6. Access to Lot 1 and Lot 9 shall be from public access road. 7. Provide access road to Tract A with a maximum grade of 15 %. 8. Water District 125 and Valvue Sewer District shall review water and sewer plans. 9. Provide street lights for the public access road and South 130t Street with service cabinet. 10. Under ground utilities along frontage of South 130t Street. 11. Is there an easement for the existing driveway on the west portion of the project site? 12. Provide section of common underground utilities. 13. Provide one call number on plans for utility locates. 14. Vertical datum shall be 1929 NVGD. 15. Provide drainage calculations per the 1998 King County Surface Water Design Manual. z �z 6 0 O� w i. J u_: g • 4 w a. _. ? 1- O Z ~ w O ca O 1- w�. =U t— - - 01 w 0 ---.. O ~. z March 7, 2000 City of Tukwila Steven M. Mullet, Mayor Department of Community Development NOTICE OF COMPLETE APPLICATION Owner Keystar, Inc. 6752 Lake Washington Blvd., #B -15 Kirkland, Washington 98033 RE: Keystar 9 -Lot Short Plat at 3827 South 130th, Tukwila E2000 -001 (SEPA) L2000 -002 (Short Plat) Gentlemen: Agent Robert N. Parnell, P.E. R.N. Parnell Company 4422 187th Place S.E. Issaquah, Washington 98027 Steve Lancaster, Director Your Short Plat and SEPA applications (under the above - referenced file numbers) have been found to be complete as of March 7, 2000 for the purposes of meeting state mandated time requirements. Essentially, this means that you have supplied the required items listed on the application checklists for these types of permits. The next step is for you to install the notice board on the site within 14 days of the date of this letter. You received information on how to install the sign with• your application packet. We are enclosing a laminated copy of the "Notice of Application" to post on that notice board. Per my conversation with Mr. Parnell, he will arrange to post the Notice on March 13, 2000. This is the same day that we will be mailing public notice to property owners, tenants and businesses within 500 feet of the project. After Mr. Parnell has posted the laminated Notice on the sign, he must return the signed and notarized "Affidavit of Installation and Posting" to me. We are about to commence our technical review process, which is the next phase in the processing of your Short Plat and SEPA 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, oCK Deborah Ritter Assistant Planner cc: Mike Alderson, Assistant Fire Chief Michael Cusick, Associate Engineer, Public Works 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 RNP February 18, 2000 Deborah Ritter, Assistant Planner Tukwila Dept. of Community Development 6300 Southcenter Blvd, Suite #100 Tukwila, WA 98188 �a1N'tl� EB 24200 Uc:Zj (;r �- R. N. PARNELL COibIPANY t'I \'11.1. \(11X1 I.R1 \( 121:S01:14(1 :ti I Nc;INI.IIRI \(i \l: \ \': \(i1[ \II.X I' ('O S'tRI'("1LU \L IVEDI; \11:X'1' CITY OF TUKWILA FEB 1 8 2000 PERMIT CENTER Subject : Keystar 9 Lot Short Plat at 3827 South 130th (L2000 -002, E2000 -0001) Dear Ms. Ritter: We are providing the additional information identified in your January 26, 2000 letter to make a complete application and to allow you to continue processing our SEPA Application and Short Plat Application. SEPA Application: 1. Four copies of the geotechnical report prepared by Zipper Zeman Associates, Inc., dated February 9,2000 are enclosed. 2. Four copies of the Level 1 Downstream Analysis per King County 1998 SWDM, dated, February 3, 2000 are enclosed. Short Plat Application: 1. Six copies of the site plan modified to include: a. Legal 'descriptions for the nine new proposed lots.. (Separate legal descriptions are provided for new each lot.) b. Owners of adjacent land and names of adjacent subdivisions:' c. Locations, dimensions, and purpose of existing and proposed. easements. Recorded documents support any existing easement shown:. _ The existing,gravel driveway..; along proposed lots. 1. 8, 2 does not have. an • ■ existing easement and the adjacent: property' Owner arranged :for: off. site access An '8-1/2" x 11" .reduction';of, tt a revised _site' plan is provided.• We 'understand that this good quality will be included as part of your public - notice.. Class 3 Sensitive Areas: 1. Our letter to the Director Requesting an Administrative Planned Residential Development (APRD) permit waiver is included with this submittal. Our request letter acknowledges Class 3 Sensitive areas of steep slope of 15 %-40% on the proposed site. An annotated blue line drawing shows the location of slopes greater than 20% on Tots 6, 7, 8, and 9. ' I.. • I••.Riti.tIl. \\ \'):-:(li' • t_':;(,_, 3 ]<!■1 • I. \. ;(it: xn Additional Information: We understand the following items are not required for a completed application, however, we appreciate you providing the information: 1. We have revised the site plan cul -de -sac to reflect the 40.5 foot radius for road way excluding sidewalk. Thank you for the timely information. 2. New fire hydrants locations area clearly identified on the plat drawing. 3. Please advise of a completed application and information required for the public notice board and we would have it installed with 14 days. 4. A tree clearing permit application will be submitted for removal of trees over 4" DBH located in a sensitive area, i.e. slopes 20% and greater. 5. We understand that short plats of five Tots or greater will be required to be landscaped with at least one tree in the front yard to create a uniform streetscape. 6. A bond in the form acceptable to the City Attorney will be provided if improvements are to be deferred prior to plat recording. We' thank you for your timely review comments and look forward to having completed applications and approved 9 lot short plat. Please call Robert Pamell at 425/643 -3560 if you need additional data to determine we have completed SEPA/Short Plat applications and approval for our:APRD.waiver. Sincerely rvo' ;; J RNP 'February 18, 2000 Steve Lancaster, Director Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 R. N. PARNELL COMPANY Subject: Request for Waiver of Administrative Planned Residential • Development Permit - Keystar 9 Lot Short Plat L2000 -002 Dear Mr. Lancaster: CIVII. ENGINEERING WATER RESOURCES ENGINEERING NIANAGIiNII N"I' IiN1'IRONNIEISTAI. SERVICES CONSTRUCTION NIANAG1'.NIENT RECEIVED CITY OF TUKWILA FEB 1 8 2000 PERMIT CENTER We request a waiver of Administrative Planned Residential Development Permit (APRDP) for our proposed .9 lot short plat located at 3827 South 130th Street, Tukwila. We recently submitted a short plat application (L2000 -002) and SEPA application (E2000 -0001) to the city. Additional information was provided February 18, 2000 to complete the applications and included the site plan, Geotechnical report and Level 1 drainage analysis. The 1.8 acre site has identified Class 3 sensitive areas for steep slopes exceeding 15% along the east boundary of four lots. Homes would be constructed along the westerly frontage of these lots away from the identified Class 3 sensitive areas. Our 9 lot layout shows a proposed private drain line along the easterly boundary lines of the lots conveying stormwater to a water quality - retention /detention vault located in Tract "A ". We have enclosed an annotated site plan drawing showing the areas of 20% or greater slopes along the rear of the lots. A Geotechnical report discussing the site and the Class 3 slopes was prepared by Zipper Zeman for this development and provided to the city as part of the short plat application. A Level 1 Offsite Drainage Analysis report was prepared by RN Parnell Company for this development and provided to the city as part of the short plat application. No other sensitive areas for streams or wetlands were identified in the reference material or were found on site. Please call Robert Parnell at 425/643 -3560 if you need additional information to approve our request for waiver of Administrative Planned Residential Development Permit. Sincerely Robert N. Parnell, PE Enclosure: As stated 4422 1 S7th Place S.E. • Issaquah, OVA 98027 • 425/643 -3560 • FAX 425/641 -5095 LEGAL DSCRIPTION LOT 1 RECEIVED CITY OF TUKWILA JUL - 5 2000 PERMIT CENTER THAT PORTION OF TRACT 54, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, LYING WEST OF DAVIS REPLAT OF SAID TRACT 54, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 24 OF PLATS, PAGE 49, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 100 FEET THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER THEREOF; THENCE N00 °50'20 "W ALONG THE WEST LINE THEREOF, A DISTANCE OF 204.22 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING N00 °50'20 "W, A DISTANCE OF 70.00 FEET TO THE NORTHWEST CORNER THEREOF; SAID CORNER LYING ON THE SOUTH LINE OF SOUTH 1301H STREET; THENCE N84 °50'45 "E ALONG SAID SOUTH LINE OF SAID SOUTH 130TH STREET AND NORTH LINE THEREOF, A DISTANCE OF 62.54 FEET TO A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 35.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE AND LEAVING SAID NORTH LINE THROUGH A CENTRAL ANGLE OF 94 °18'55 ", AN ARC DISTANCE OF 57.61 FEET; THENCE S00 °50'20 "E, A DISTANCE OF 39.81 FEET; THENCE S89 °09'40 "W, A DISTANCE OF 100.00 FEET TO THE TRUE POINT OF BEGINNING. 2/10/00 99038 f LEGAL DESCRIPTION LOT 2 THAT PORTION OF TRACT 54, RIVERSIDE INTERURBAN TRACTS, ACCORDINGTO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, LYING WEST OF DAVIS REPLAT OF SAID TRACT 54, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 24 OF PLATS, PAGE 49, IN KING COUNTY, WASHINGTON; • EXCEPT THE SOUTH 100 FEET THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER THEREOF; THENCE N00 °50'20 "W ALONG THE WEST LINE THEREOF, A DISTANCE OF 136.22 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING N00 °50'20 "W; A DISTANCE OF 68.00 FEET; THENCE LEAVING SAID WEST LINE N89 °09'40 "E, A DISTANCE OF 100.00 FEET; THENCE S00 °50'20 "E, A DISTANCE OF 28.64 FEET TO A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38 °37'30 ", AN ARC DISTANCE OF 33.71 FEET TO A REVERSE CURVE HAVING A RADIUS OF 46.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12 °03'56 ", AN ARC DISTANCE OF 9.69 FEET; THENCE S89 °09'40 "W, A DISTANCE OF 83.85 FEET TO THE TRUE POINT OF BEGINNING. 2/10/00 99038 LEGAL DESCRIPTION LOT 3 THAT PORTION OF TRACT 54, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, LYING WEST OF DAVIS REPLAT OF SAID TRACT 54, ACCORDING TO THE PLAT THEREOF RECORDED IN . VOLUME 24 OF PLATS, PAGE 49, IN KING COUNTY, WASHINGTON; • EXCEPT THE SOUTH 100 FEET THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER THEREOF; THENCE N00 °50'20 "W ALONG THE WEST LINE THEREOF, A DISTANCE OF 26.22 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING N00 °50'20 "W, A DISTANCE OF 110.00 FEET; THENCE LEAVING SAID WEST LINE N89 °09'40 "E, A DISTANCE OF 83.85 FEET TO A POINT ON A CURVE HAVING A RADIUS OF 46.00 FEET TO WHICH A RADIAL LINE BEARS N64° 16'47 "W; THENCE SOUTHERLY ALONG SAID CURVE THOUGH A CENTRAL ANGLE OF 62 °08'28 ", AN ARC DISTANCE OF 49.89 FEET; THENCE S53 °34'45 "W, A DISTANCE OF 107.70 FEET TO THE TRUE POINT OF BEGINNING. 2/10/00 99038 4 LEGAL DESCRIPTION LOT 4 . THAT PORTION OF TRACT 54, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, LYING WEST OF DAVIS REPLAT OF SAID TRACT 54, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 24 OF PLATS, PAGE 49, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 100 FEET THEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER THEREOF; THENCE N00 °50'20 "W ALONG THE WEST LINE THEREOF, A DISTANCE OF 26.22 FEET; THENCE LEAVING SAID WEST LINE N53 °34'45 "E, A DISTANCE OF 107.70 FEET TO A POINT ON A CURVE HAVING A RADIUS OF 46.00 FEET TO WHICH A RADIAL LINE BEARS S53 °34'45 "W; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 41°39'18", AN ARC DISTANCE OF 33.44 FEET; THENCE S13°18' 15 "W, A DISTANCE OF 73.00 FEET TO A POINT ON THE SOUTH LINE THEREOF, THENCE S89 °09'40 "W ALONG SAID SOUTH LINE, A DISTANCE OF 97.00 FEET TO THE BEGINNING. 2 /10 /00 99038 wrr�.t�.m.i5'1YME Y CI z =1 • ual � U0. CO o. L11 is J fn u.; w O. LL.Q =W F-- Z� t— O Z 1--• 111 uf UC) !O N ,0 H WW =— U F ~O Z UU) O I . z LEGAL DESCRIPTION LOT 5 THAT PORTION OF TRACT 54, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, LYING WEST OF DAVIS REPLAT OF SAID TRACT 54, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 24 OF PLATS, PAGE 49, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 100 FEET THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER THEREOF; THENCE N89 °09'40 "E ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 97.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID SOUTH LINE N13 °18' 15 "E, A DISTANCE OF 73.00 FEET TO A POINT ON A CURVE HAVING A RADIUS OF 46.00 FEET TO WHICH A RADIAL LINE BEARS S11 °55'27 "W; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 57 °43'31 ", AN ARC DISTANCE OF 46.34 FEET; THENCE S39 °30' 12 "E, A DISTANCE OF 106.43 FEET TO SAID SOUTH LINE, THENCE S89 °09'40 "W ALONG SAID SOUTH LINE,A DISTANCE OF 127.00 FEET TO THE TRUE POINT OF BEGINNING. .31 1; ALLACM • i EXPIRES f l5" v ok 2/10/00 99038 LEGAL DESCRIPTION LOT 6 THAT PORTION OF TRACT 54, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, LYING WEST OF DAVIS REPLAT OF SAID TRACT 54, ACCORDING TO THE PLAT THEREOF RECORDED IN . VOLUME 24 OF PLATS, PAGE 49, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 100 FEET THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER THEREOF; THENCE N89 °09'40 "E ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 224.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID SOUTH LINE N39 °30' 12 "W, A DISTANCE OF 106.43 FEET TO A POINT ON A CURVE HAVING A RADIUS OF 46.00 FEET TO WHICH A RADIAL LINE BEARS S45 °48'04 "E; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 41 °12'22 ", AN ARC DISTANCE OF 33.08 FEET; THENCE S63 °09'59 "E, A DISTANCE OF 123.23 FEET TO THE EAST LINE THEREOF; THENCE S00 °50'20 "E ALONG SAID EAST LINE, A DISTANCE OF 55.35 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE S89 °09'40 "W ALONG SAID SOUTH LINE THEREOF, A DISTANCE OF 56.03 FEET TO THE TRUE POINT OF BEGINNING. 2/10/00 99038 LEGAL DESCRIPTION • LOT 7 THAT PORTION OF TRACT 54, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, LYING WEST OF DAVIS REPLAT OF SAID TRACT 54, ACCORDING TO THE PLAT THEREOF RECORDED IN . VOLUME 24 OF PLATS, PAGE 49, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 100 FEET THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER THEREOF; THENCE N00 °50'20 "W ALONG THE EAST LINE THEREOF, A DISTANCE OF 55.35 FEET TO THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID EAST LINE N63 °09'59 "W, A DISTANCE OF 123.23 FEET TO A POINT ON A CURVE HAVING • A RADIUS OF 46.00 FEET TO WHICH A RADIAL LINE BEARS S87 °00'26 "E; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 42 °27'23 ", AN ARC DISTANCE OF 34.09 FEET TO A REVERSE CURVE HAVING A RADUIS OF 50.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14 °45'46 ", AN ARC DISTANCE OF 12.88 FEET; THENCE N89 °09'40 "E, A DISTANCE OF 125.75 FEET TO SAID EAST LINE THEREOF; THENCE S00 °50'20 "E ALONG SAID EAST LINE, A DISTANCE OF 100.00 FEET TO THE TRUE POINT OF BEGINNING. 2/10/00 99038 LEGAL DESCRIPTION LOT 8 THAT PORTION OF TRACT 54, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, LYING WEST OF DAVIS REPLAT OF SAID TRACT 54, ACCORDING TO THE PLAT THEREOF RECORDED IN . VOLUME 24 OF PLATS, PAGE 49, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 100 FEET THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER THEREOF; THENCE N00 °50'20 "W ALONG THE EAST LINE THEREOF, A DISTANCE OF 155.35 FEET_ TO THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID EAST LINE S89 °09'40 "W, A DISTANCE OF 125.75 FEET TO A POINT ON A CURVE HAVING • A RADIUS OF 50.00 FEET TO WHICH A RADIAL LINE BEARS N65 °17'57 "E; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 23 °51'43 ", AN ARC DISTANCE OF 20.82 FEET; THENCE N00 °50'20 "W, A DISTANCE OF 42.77 FEET; THENCE N89 °09'40 "E, A DISTANCE OF 130.03 FEET TO SAID EAST LINE THEREOF; THENCE S00 °50'20 "E ALONG SAID EAST LINE, A DISTANCE OF 63.00 FEET TO THE TRUE POINT OF BEGINNING. 2/10/00 !37,s` 71v.41. LAND EXPIRES 8i �11M�0�►+.v► *.�.� iii ///1' 99038 R LEGAL DESCRIPTION LOT 9 THAT PORTION OF TRACT 54, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, LYING WEST OF DAVIS REPLAT OF SAID TRACT 54, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 24 OF PLATS, PAGE 49, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 100 FEET THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER THEREOF; THENCE N00 °50'20 "W ALONG THE EAST LINE THEREOF, A DISTANCE OF 218.35 FEET; THENCE LEAVING SAID EAST LINE S89 °09'40 "W, A DISTANCE OF 30.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING S89 °09'40 "W, A DISTANCE OF 100.03 FEET; THENCE N00 °50'20 "W, A DISTANCE OF 34.73 FEET TO A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 35.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 85 °41'05 ", AN ARC DISTANCE OF 52.34 FEET TO THE SOUTH LINE OF SOUTH 130TH STREET; THENCE N84 °50'45 "E ALONG SAID SOUTH LINE OF SAID SOUTH 130TH STREET AND NORTH LINE THEREOF, A DISTANCE OF 67.85 FEET; THENCE LEAVING SAID NORTH LINE S00 °50'20 "E, A DISTANCE OF 74.74 FEET TO THE TRUE POINT OF BEGINNING. 2/10/00 99038 LEGAL DESCRIPTION TRACT A THAT PORTION OF TRACT 54, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, LYING WEST OF DAVIS REPLAT OF SAID TRACT 54, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 24 OF PLATS, PAGE 49, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 100 FEET THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER THEREOF; THENCE N00 °50'20 "W ALONG THE EAST LINE THEREOF, A DISTANCE OF 218.35 FEET. TO THE TRUE POINT OF BEGINNING; THENCE S89 °09'40 "W LEAVING SAID EAST LINE, A DISTANCE OF 30.00 FEET; THENCE N00 °50'20'W, A DISTANCE OF 74:74 FEET TO THE SOUTH LINE OF SOUTH 1301 STREET AND NORTH LINE THEREOF; THENCE N84 °50'45 "E ALONG SAID SOUTH LINE AND NORTH LINE THEREOF, A DISTANCE OF 30.09 FEET TO THE NORTHEAST CORNER THEREOF; THENCE S00 °50'20 "E ALONG SAID EAST LINE, A DISTANCE OF 77.00 FEET TO THE TRUE POINT OF BEGINNING. 2/10/00 99038 z w •UO cn w= -4- W O. zd Z F., I< O Z w La U 0, :O -: E-- =U 1- lL f- O. Z w 'O z LEVEL 1 OFF SITE ANALYSIS 9 LOT SHORT PLAT KEYSTAR, INC. SHORT PLAT 3827 South 130th Street TUKWILA, WA 98168 RECEIVED CITY OF TUKWILA FEB 1 8 2000 PREPARED FOR: KEYSTAR, INC 2100 1161H AVENUE NE BELLEVUE, WA 98004 425/451 -1400 SUBMITTED TO: DEPARTMENT OF COMMUNITY DEVELOPMENT CITY OF TUKWILA BY: ROBERT N. PARNELL, P.E. RN PARNELL COMPANY 4422 -187TH PLACE SE ISSAQUAH, WASHINGTON 98027 425/ 643 -3560 FEBRUARY 3, 2000 PERMIT CENTER tEXPIRES 8/17/01 1 z �W • • W= .J 0, (U O; W I :J w 0. • w •. cn • :-±- • Z j- Z O� U Ca. • of = —. F- U. ~O • w Z: U co, H 1 O z LEVEL 1 OFFSITE ANALYSIS KEYSTAR, INC. 9 LOT SHORT PLAT OFF -SITE ANALYSIS (LEVEL -1 DOWNSTREAMIOFFSITEI: The proposed development(s) will have more than five thousand square feet of new impervious surface. An Off -Site Analysis Report is required by the City of Tukwila. z z 6 JU U O; 0 cn w; 0 ga• s. w a A level 1 off site analysis is a qualitative survey of each downstream drainage I- ELI system leaving a proposed site. A submittal shall include an Off -site Analysis z o Report that evaluates drainage system problems, if problems exists, such as z ponding water, high /low flows, siltation, erosion, etc. for the areas defined as upstream, on -site, and downstream of the proposed site. The engineer shall ° provide in the report qualitative information that the proposed project neither o aggravates an existing drainage problem nor creates a new drainage problem w considering acceptable engineering practices and the normal maintenance on - o existing public and private drainage systems. o. wz U -: The specific requirements for the off -site analysis may be found in section 1.2.2 0 �, of the King County, Washington, Surface Water Design Manual, dated z September 1998 and includes the following five tasks: Task 1- Study Area Definition and Maps; Task 2- Resource Review; Task 3- Field Inspection; Task 4- Drainage System Description and Problem Screening; and Task 5- Mitigation. The following paragraphs describe in detail the specific items required to be discussed in each task. TASK 1: STUDY AREA DEFINITION AND MAPS The study area includes the Keystar, Inc. 1.8 acre site. This parcel is located within the NW 1/4, Section 15, Township 23N, Range 04E and is within the corporate limits of the City of Tukwila. The site is located at 3827 South 130 Street and had older structures on site. The structures have been removed. Maps and drainage system data used in this off -site analysis included the following: Figure 1 Site Map - shows topography and the property lines. Figure 2 USGS topographic map showing the drainage boundaries. Figure 3 Soils Map. Figure 4 Off -Site Analysis Drainage System Table TASK 2: RESOURCE REVIEW A review of existing and available documents that would contain information regarding existing /potential flooding and erosion problems was undertaken for the study area. The results of the review are provided. Drainage Area. The site is not identified as being within a critical drainage area. Floodplainlfloodway (FEMA) Maps. The site is not within a FEMA identified 100 year Floodplain. Sensitive Areas. Wetlands- No wetlands were identified on site. Streams and 100 Year Floodplains- The site is not within an identified 100 year floodplain. No streams exist on site. Erosion Hazard Areas- The site appears not to be within an erosion hazard area. 2 z z w U 00 w F^ wo 2 ga. zv I- _ zF- t- 0 Z w P 1-. 1 U F. O. _z ui U =' F_ o z i Jr • US Department of Agriculture, King County Soils Survey. The King County soils survey map No. 1 shows the site to be Alderwood (AgC). No major problems were noted in the soils survey report. Drainage and permeability vary. Hydrologic properties of the "C" hydrologic soil shows moderate -low infiltration when wet. Wetlands No wetlands were identified on this site. TASK 3: FIELD INSPECTION The site was physically inspected for the existing on and off site drainage 'system of the study area for each discharge location. The investigation considered any evidence of known existing or expected potential drainage problems. z Ez. • z re w QQom. J0 O 0 U)o w= J F-� • LL w0 �< d Level 1 Inspection: _ z1._ �= o z�-. Investigate any problems reported or observed during the resource review. No 2 n existing drainage or erosion problems were identified during the resource D • 0 review. No flooding or erosion evidence was noted on the existing site. 0 • I- 111 w 1 Locate existing /potential constrictions or lack of capacity in the existing drainage 1-- system. No constriction or lack of capacity identified. - o wz O 0. Identify existing /potential flooding, especially of commercial or residential o �. structures, road access, or septic drain fields. No drainage problems were z noted for commercial or residential structures. No problems are anticipated for proposed sanitary sewer and domestic water to be provided by the local utility districts. Road access along South 130th Street is paved. A project new road ., will be paved. Identify existing /potential overtopping, scouring, bank sloughing, or sedimentation. No problems with overtopping, scouring, bank sloughing, or sedimentation were found or are anticipated with both short plat developments. Identify significant destruction of aquatic habitat or organisms. No severe siltation, bank erosion, or incision in a stream is identified. No significant destruction of aquatic habitat or organisms is anticipated. 3 Collect qualitative data on features such as land use, impervious surfaces, topography, and soil types. Data was collected and utilized in this analysis and included: Land use- The area is urban, land use is single family, zoning is LDR. Impervious Surfaces- The site had existing structures which were removed. Topography- The 1.8 acre site, based on site plan topography contours slopes about 3% south to the north with a 10% slope west to east. There are 15% or greater slopes along the easterly portion of the site. Soil Types- The soil type is listed as AgC which is Alderwood series. This soil has moderate to serve erosion potential. Collect Information on pipe sizes, channel characteristics, drainage structures, wetland /streams/steep slopes(Sensitive) areas. There are no known drainage pipes, creeks or streams, wetlands, or culverts on the site. Class 3 sensitive areas for steep slopes 15% or greater exist along the eastern boundary. Verify tributary basins delineated in Task 1. The drainage areas shown on the map within task 1 was field checked. The drainage area is virtually the project sites. Contact neighboring property owners or residents in the area about past or existing drainage problems and describe in report (Optional). The owner's of the sites stated there were no known drainage problems. Note the date and weather conditions at the time(s) of inspection. Initial site investigation was made on December 9, 1999. Weather was cool and clear. No major drainage problems were noted. No major erosion was noted. TASK 4: DRAINAGE SYSTEM DESCRIPTION AND PROBLEM SCREENING Each drainage system component and problem identified during the resource review and site inspection will be addressed in this Off- Site Analysis Report on a map, in the narrative, and in the enclosed Drainage System Table, Figure 4. Drainage System Components. Drainage system components used by the site such as pipes, culverts, bridges, outfalls, ponds, tanks, and vaults are included in this report. 4 Location (corresponding map label and distance downstream /upstream from site discharge). The site is urban, vegetated, and developed. No major drainage system components were noted either upstream, on site, or immediately downstream. Physical description (type, size, length, slope, vegetation, and cover). The stormwater drainage disposal system on site appears to be by infiltration. Vegetation consists of trees, understory, grass and vegetation. The parcel size is rectangular and measures about 280 feet by 280 feet for 1.8 acres. No drainage facilities presently exist on site. Problems and Field Observations. No major problems were identified for either existing or proposed conditions. Existing /potential problems: All existing /potential problems (ponding water, high /low flows, siltation, erosion, etc.) identified in the resource review or field inspection will be described in the report regardless of whether the proposed project may or may not aggravate the problem. Then, problems that are not of concern will be screened from further analysis. Type of problem: magnitude, frequency, and /duration. No problems were identified. Description of problem: ponding water, high or low flows, siltation, erosion, slides. No problems identified. Magnitude of or damage caused by problem: siltation of ponds, dried up ornamental ponds, road inundation, flooded property, flooded building, flooded septic system, significant destruction of aquatic habitat or organisms. No problems identified. General frequency and duration of problem (dates and times if available). No problems. Design storm or flow (cfs) of the water when problem occurs (Optional for Level 1), No problems identified as no problems noticed. Upstream site would control outflow to predevelopment condition. Water surface elevation when problem occurs(for example, elevation of building foundation, crest of roadway, elevation of septic drain fields or wetland /stream high water mark). No problems identified. Names and concerns of involved parties (Optional for all levels). No problems identified. ."„14•4.. 5 ....._... Current mitigation of problem. No problem identified, however, erosion control will be required during construction and for permanent site stabilization. Possible cause of problem. No major problem identified when standard construction procedures and site stabilization are followed. Why the proposed project will or will not aggravate (increase the magnitude, frequency, or duration) the existing problem nor create a new drainage problem. For example, the problem will not be aggravated if: 1) it is an upgradient drainage problem that will not effect or be affected by drainage systems, 2) it is a flooding problem and the project will increase the elevation, duration or frequency of elevated water, or 3) it is a capacity problem and the project proposes controls (pipes, culverts, channels, etc.) that will convey runoff as specified in the Core Requirement #4, Conveyance System. No problems identified on or adjacent off site. Existing /potential problems that potentially do not result in changes in the magnitude, frequency, or duration are eliminated from further analysis. Any remaining problems or concerns are discussed in the Level 1 mitigation narrative and if significant are further addressed within a Level 2 or the more detailed Level 3 analysis. No existing or potential problems identified. TASK 5: MITIGATION For any existing /potential off -site drainage problems of concern, the design engineer shall demonstrate that the proposed project engineering plan has been designed so that it neither aggravates any existing drainage problem of concern nor creates a new drainage problem of concern. Quantitative analysis (such as application of Manning's equation to indicate capacity) is optional for Level 1 and is required for Level 2 or 3. No special mitigation is recommended at this time based on known and available information when normal/traditional TESCP best management practices (BMP) applicable to the site conditions, as noted, are followed. 6 z F- z w re �. JU O 0 0 W= �w al co LQ =d w Z= I- o zr- w no U o -' 111 u F- --: u_ E, z wo 0 z HORIZONTAL DATUM: v ana..va 37717 MAI 9. IMAM PAW) AV SIM PA TM PLAT 02 MOM 170•10 111717101 %IWO II MX 3 VERTICAL DATUM: 7.1ns,....zogms (2. 7 MVO 71.9 PLAN NW 1 / 4 SECTION • 15, TWP . 23N RGE . 4E . en At t • a k R 111.12.1. ra:0111,,ArgratITIA • • %;'"*"."'D•1• “'"" • 6 2 v z Lu 2 • 111 Cr N▪ 1/4■11.. =MAU 'LI RI W ul 8 47ER: 79, 710 90.77. on 1.9305 ACRES SE7.12 4 uu 4111 (fl 1-I CI MP Am sm. amIlly AM.! _AM mammas IMAILAI TAX 1.07 NO. 734060-0801 PRELIMINARY NOT P06 oosoloorrholl INTL AROMA ST GOV OF notos.a 11111131013 • ..7L1w1T7K. , K EYSTAII 2930 MTN AVIAN IW • CIAIVUO. WA 114004 4211/40.1400 looNlc ETNA 0 20 VICINITY MAP NO SCALE (197- 10 SO le II• 1 1 ▪ AA:LA, 9, I goa IOAO CROss aecTioN FOR PUBLIC ACCESS ROAD AA KM flOAD moss SECTION foR 9.130TH 577007 PO WWI LEGAL DESCRIPTION r.1=112 ""Mra•Vmpaa■ snaps .11trliv- I'M MT MM. NOTES 1212 rriVAIA, II ..415V2.11= =174. • me MAL= Is MI AIAM eta "47.4res.c. Mgr. "" •••"°'". ▪ alwreamar.... Tun WM *ALMA 702013308 A. AM Ma IMAM MAMMA IV AMMILIIIM WIPAIMI MIMIMMII. 9. 710.9 MIMI MIMS AISAMMITA VM.M131.111. IL 17111 1189072 lossm al al N. AM • Inn trenell 90 (7190 MAP OM MUMMA M O . L'A TI.SIVIVIMAErqUISIA Si AM * t. 702 MOM MA 7 MAIM Pi IP 0907»t raM Amm. LEGEND AL AU VIA M 039(0*7*000702. we MIS tea N •0101•Nny NV _Mar •■• WM WI 0.0.271 Must ■• 390 NAM Mes 06. mAy 07719019090.20 MST PUTMAN LOTS AMMO • MANIAIMMICARTo MSS SIMI ASTMILII TIMM& PA PM AM MTV *7293( 59 PALM. *0 99074 4141111.1400 IMMIM IMMT In mom. re MOST/ It MAMA 00101111, 4131 *77( 7(108 1.• MAW, VIA NW MAIMMIIM IMMIT011 mama MINULTANTO 111. 1111.41••■■ WAWA! la 1151•010, WA SKY 491174740011 IAA LSI M. TSAMOMM MOM LOA SIM OM MIT IMAM PAM TIMM SWIM MOM T7.R88L11 STOIMATTIS MIMS TOPOGRAPHIC AND BOUNDARY SURVEY FRO* HARSTAD CONSULTANTS ON. JULY 23, 1999 425/747-8336 RN PARNELL COMPANY 0170. D93 2*M1010111 MAIMMOR was-urrns NAM W • 116111170. IIA W9(1 IIIAW•we oNIAW3-111111 • FRC *I/14(-111111 KEYSTAR INC. 3027 SOUTH 1307N STREET. TUKWILA. WA NM PROPOSED 9 LOT SHORT PLAT FAX LOT 734050-0803 • ▪ -L. FIGURE 1 SITE PLAN z • = z w • 2 C—) O 0 co co In WI F_ Li I 0 2 g I-W z 1._ o z ui O • C-2 CI F- ill w 0 1— 9-- 0 Z • 2 17- O /- z • 6.2 KM TO WASH. 509 7.5X15 MINUTE SERIES (TOPOGRAPHIC—BATHYMETRIC) 0 17 1 640 000 FEET it3Tic7T6Ziii ATE 122°15' 47°30' 111 I jilkill Immo Timis imit.Ott17.‘ vv,t4 'M 1 11140k Ilil 111 4 I 1164 ma941.1tim%mpotliiiirtilit in. NIP 7 5.1 Mg 1 1 . . , - - I - , 1. • 1 Op pv ;WI 1'1 iln ti I I lEtallni Pala i 01 k • arm a's ■ la ,16* ‘ 1 *stik saimmaiiim„M11.1,70-,-wort-v-vii694( 14'140,„ i '1:1-ir,EolifflotorwittitaivailL tok \), w.,k4.....4 LI lintifijAi\ts PAINE. IPLIERVIr. irr-L.- AlLiPtlip —6 ifirgigliiraigillireaskwiefita VIINE1117 180 000 FEET IWI i‘■ , A,,,--.:,-.,,Lit ja l''e•-•:. rnortintremkip 7,1117- la i.,i-1/4- -f."4"., 'v*-\1-\.,dkiv, Al sz....,-,,,..•• 1 :.k . at:',.;'" maunsaanr amviscgrata ._-\--AsAm ,t,.., iinLis. rai-- -Fili Iiis-Inzi E113:1114,1171:0404-4:Affa_LI, :141"--- l'""a■17-1"---N-4*1 i li- LW ' .......: 1 - ---=- . \ ,,-...c....,„... i,-,:st _-::.- f,±..,,..:. ,70r---/--------ig-4 !. A‘fit vAgmar 4 1 prt77407,;:ii-v- A7' ,i161:11kiitts, /Orli Rik NIA 5, 2730" Net adio wer TE Borrow E. a Al APO RT(."„e , FIGURE 2 TOPOGRAPI-11 P.O. 8 MI 17'30" 1 640 000 FEET SEATTLE P.O. 9 MI. KING uOUNTY AREA, WASHINGTON (DES MOINES QUADRANGLE) 122 °15' 47 °30' Sch 180 000 FEET Glacier High Sch ° �i Cm l• • 27'30" FIGURE 3 SOILS MAI Basin: Symbol g,te. /Piv OFF -SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement #2 Subbasin Name: /Xiv/if-J,gJ-jf /1'/VE, Subbasin Number: see Map.'. Drainage Component Type, Name, and Size • ••: DrainageCoinponent; • Description ' Slope •T : sheet flow swale, .; streams Channel, pipe; : `'. pond; Size`. diameter, • surface area s s:: ege ation, cover'::` .ba i n depth:;. of aensatlye area,' volume Distance' from site'; :<dischae:' >: .i /., 1....1320: >:: • Problems Potential ' Problems `Observations of field inspector resource reviewer, or resident t c s:.0 erba ac din ::. nd ri lion n `oveitoppIng flooding; habitat orargenisiti ;' destruction scouring; bank sloughing• •• • sedinieritation lncislon:'other erosion' .. lribuia area, likellhood of problem,' ry. overflow pathways,' potential Impacts. e &7'/06.7 e:9 ("ell el $raedvi b7arn) S7 rem DRS# t►� Pd6 bRa1�v;: Dj,u 1E. 0 t\to 1.100 E_ 20o Soo Alo A/OA/0' NOME, nie Ne No 1J IUc _ o4�S. pNTo DtrcaMtis Ore FIGURE 4 OFF -SITE ANALYSIS DRAINAGE SYSTEM TABLE z Z C —.1 C.) 00 rA J �w w0 �Q =d �w z� z� w UD OD 0 H =0 u'O z. UN z Gity of Tukwila Steven M. Mullet, Mayor Department of Community Development January 26, 2000 Owner: Keystar, Inc. 6752 Lake Washington Blvd., #B -15 Kirkland, Washington 98033 Re: Keystar 9 -Lot Short Plat at 3827 South 130th E2000 -0001 (SEPA) L2000 -002 (Short Plat) Gentlemen: Steve Lancaster, Director Agent: Robert N. Parnell, P.E. R.N. Parnell Company 4422 187th Place S.E. Issaquah, Washington 98027 We have received and reviewed your documentation for the above - referenced applications, submitted to us on January 5, 2000. We have the following comments. Your SEPA and Short Plat 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. SEPA APPLICATION: ✓1. Four copies of a geotechnical report with original signature and license stamp, as needed. v2 Four copies of a Level 1 Downstream Analysis per King County's 1998 Surface Water Design Manual with original signature and license stamp, as needed. SHORT PLAT APPLICATION: 3. Six copies of the site plan, modified to include the following: ✓a. Legal descriptions for the nine proposed Tots. The owners of adjacent land and the names of any adjacent subdivisions. c� Location, dimension and purpose of all existing and proposed easements. Provide recorded documents which identify the nature and extent of existing easements. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 Keystar, Inc. Robert N. Parnell, P.E. January 26, 2000 Page 2 In particular, please provide additional information regarding the current use of the existing gravel driveway running along the western boundary of proposed Lots 1 and 2. If this access is removed during short plat construction, what alternative access arrangements have been made with the adjacent property owner? Notation of all slope areas that are 20% or greater. z w re 2 6 -J C-) 00 (0 w A high quality 8 -1/2" x 11" reduction of the revised site plan. Once your applications have been determined to be complete, this reduction will be included in the public notification. CLASS 3 SENSITIVE AREAS: U) U. w O. 2 u¢ The subject property contains Sensitive Areas that have the potential for geologic u) m instability. These areas have been designated as Class 3 on the Sensitive Areas I w Maps, dated 1990, on file with the Department of Community Development. z i Based on our comparison of your site plan with the Sensitive Areas Maps, we 1-- 0 believe that proposed Lots 5, 6, 7, 8 and 9 may contain Class 3 Sensitive Areas. w w The characteristics of Class 3 Sensitive Areas are slopes within the 15% to 40% 2 n range, underlain by relatively impermeable soils, with high landslide potential. o �° O I-- The approval of an Administrative Planned Residential Development ( "APRD ") = w permit is required for all sites with Class 2 or higher slopes (TMC 18.45.020(E)(3) 1- ,. and TMC 18.45.060(2). You may choose to request an APRD waiver. Any u_ O. waiver request should be addressed to the Director of Community Development w u) and must include the following: U =• O f- • Your acknowledgement of the existence of Class 3 Sensitive Areas on the proposed site. • A request for a waiver of the Administrative Planned Residential Development permit. ADDITIONAL INFORMATION: As a courtesy, we are providing you with the following preliminary information. Although the items listed below are not required at this time, you may wish to begin collecting this information. A more complete listing of items will be provided to you during our substantive review process. 6. The cul -de -sac radius of 40.5 feet may not include the sidewalk (please see attached diagram). 7. All fire hydrant locations must be clearly identified on the plat. 8. 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. v z Keystar, Inc. Robert N. Parnell, P.E. January 26, 2000 Page 3 9. A tree clearing permit will be required for removal of any tree (of 4 inches in diameter at breast height) located in a sensitive area (slopes that have gradients of 20% or greater). 10. Each lot within a new subdivision or short plat of five Tots or greater will be landscaped with at least one tree in the front yard to create a uniform streetscape. 11. A bond in a form acceptable to the City Attorney pursuant to TMC 17.23.030 if improvements are to be deferred. Upon receipt of these items, the City will continue processing your application. This application will expire if we do not receive the additional information within 90 days of the date of this letter, unless an extension is granted pursuant to Section 18.104.070(E) of the Tukwila Municipal Code. If you should have any questions regarding the within, please do not hesitate to contact me at 206 - 431 -3663. Sincerely, -1/1)=0/6f2, Deborah Ritter Assistant Planner Enclosures cc: Mike Alderson, Fire Department Joanna Spencer, Public Works Michael Cusick, Public Works Sfi:! t.", irc: li�+t:. SNMrtti:A"+�4.•."w1•�Ji:H^n' +i. s •,qa•' , • • • . z cc ~w 6 UO LU LU J H u. w 0. 2 g J. wa x— w z� O z t- C1 I° w W` wz U U)• O z Fire Department Access Road With Cui -de -Sac Turn -A -Round U.F.C. Division 11 Sec. 10.201- 10.206 City Ord. #1632 January 5, 2000 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 Subject: Keystar Inc. Short Plat Application Submittal Nine Lot Short Plat - 3827 South 130th Street, Tukwila, WA R. N. PARNELL COMPANY CIVIL ENGINEERING WATER RESOURCES ENGINEERING MANAGEMENT ENVIRONMENTAL. SERVICES CONSTRUCTION MANAGEMENT RECEIVED CITY OFTl W LA JAN - 5 2000 PERMIT CENTER Dear Staff: On behalf of Keystar Inc., we are submitting a:short;plat'application to short plat into nine lots an existing 1.8 acre parcel located at 3827 South 130th Street. The tax . identification number is 734060 -0803. A preapplication meeting was held with City of Tukwila staff on August 12,1999. The short plat application, SEPA checklist, mailing labels with Assessor's Map, Affidavit of Ownership, separate lot proof, site plan /topographic map, Water Availability Certificate from. WD 125, Sewer Availability Certificate from Val -Vue Sewer District, and title report are enclosed to support the short plat application. Applicant's check to cover the $200 short plat application fee and the $325 SEPA check fist fee is enclosed. Please call Robert Parnell at 425/643 -3560 or Steve Araki at 425/451 -1400 if you need additional information to complete the application processing. Sincerely Robert N. Parnell, PE Enclosures: As stated CC: Steve Araki/Larry Mueller- Keystar, Inc. 4422 187th Placc S.E. • Issaquah, WA 98027 • 425/643 -3560 • FAX 425/641 -5095 t CITY C. TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, vv4a§ggs Telephone: (206) 431 -3670 CITY OF TUKWILA JAN -52000 SHORT PLAT (P -SS) APPLICATION Yjk E � , .. B2 F OiR.S Tr A ,, , _ , £d FF UFiSle EONL i . S y : :Z. . R , < ? . .t } 36 t 300 $ annr ;T I} S�, } hi t j r P l= Num erY y c i "j ti„.3 1 . v.3 i $$ 1/ 4 N g i {'' ,. y42 � �� 43 Q `4�3 II ' 3.t 3 � {' 23 �h ? ': R 'if tiY N 4 3 3 3,3 ,� F, Recei t Number t l psi kt ¢— t i_ P �._. _.�.. ff �� 1 :ProlectFile# Y R{3S t' A Y1 i { tj °3 f Ni:`-' �� '?{�Ff. '. ,Lufrf d '<i;. f4 '7 �' i1 C Y .p y, Y �k£i C ... Other; File #.: } 4t � tti; r 3 .i 1 i} £* f = }3. •i... £, . z £:� .S • to t �, f �i s s,r � a KH i • ∎ lication: Com • let Date ?` =` _ `�' s ` i , i . £ �} «L. 1� M: R SR.�f. „: A i ( S f R i f z r. .« Cis ':. 4 3 ?. }�4.3. L., .xsC'} ,1 1 4, F > �,..:Appiication;lncomplete :;tQate::. �:: ?� t 1 ... •" Other.File #. tk x i ? F? £ £ 34 ,.: ' S +C Y� f ' fi 5 . ` F ,} am .£ ^Y .,5z 1. PROJECT BACKGROUND A. NAME OFPROJECT /DEVELOPMENT:�Tse°/ /eVc jr /ems /DGird j B. LOCATION OF PROJECT /DEVELOPMENT: STREET ADDRESS: 82 ? 1 771 /PO' 5 7 / /1/�[/C,.VGi e-41 i.P/G d� ASSESSOR PARCEL NUMBER: 9%t-s16,o LEGAL DESCRIPTION: ,4 fb.6 ' c2 of 7le.fc r 5% /'t veesia,¢. Quarter: f/GJ Section: /S Township :ZA / Range: 4,5 (This information maybe found on your tax statement) c. CoNracT: (Primary contact regarding t--h- e--application, and to whom all notices and reports shall be sent) NAME: "� �s 7�1_ __ ADDRESS : -7 S 2-- (_A ( (AiL gC /Q 7?i( kf/2/<,kj3 ki/e PHONE: 7 7,6 3 r DATE: / - 1-.- Z Ov■./ SIGNATURE: TIN 20(0 - (vt y � SHTPLTPT.DOC 7/5/96 D. PROPERTY OWNER DECLARATION The undersigned makes the following statements based upon personal knowledge: am the current owner of the property which is the subject of this application. ▪ All statements contained in the application are true and correct to the best of my knowledge. The application is being submitted with my knowledge and consent. ▪ I understand that conditions of approval, which the City and applicant have jointly agreed may not be completed prior to final approval of the construction (e.g., final building permit approval) will be incorporated into an agreement to be executed and recorded against the property prior to issuance of any construction permits. 1 declare under penalty of perjury under the Taws of the State of Washington and the United. States of America that the foregoing statement is true and correct. EXECUTED at 14(.1/44.4 t1% (city), L,tf lY (state), on (— 2-- ,yef l ate,/ / s� (Print Name (.p -7 c2- Gt.t tAJ,414/ (Address) mor v0 Use additional sheets as needed for all property owner signatures. CITY OP "(IKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 SHORT PLAT APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived .in writing by the Department. Please contact the Department if you feel certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. The initial :application ::materials - :allow:- starting project.: review and vesting the- appli'cant's . rights However,' they in' no way Iimit.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. RETURN THIS CHECKLIST. WITH YOUR APPLICATION APP ICATION FORMS: lei Application Checklist d Application Form (4 copies) and $200 fee ❑ Administrative Planned Residential Development application if wetlands, streams or their buffers, Tit r slopes over 20 %, are on site. A complete SEPA Checklist Application if project is not exempt ❑ Other applicable :land use applications PLANS: L'7 A vicinity map showing location of the site 12 Survey Map with original surveyor's stamp (4 copies) • The survey map should be a scaled drawing on should include the following elements: -7( Existing lot lines (dashed lines), including: • Dimensions and bearings of all existing lot lines and identification of existing property corners. • Existing structures with addresses • Existing lot numbers or letters (e.g. Lot A or Lot 1) 2( Proposed lot lines (solid lines), including:. • Dimensions and bearings of all proposed lot lines, and identification of proposed . property corners 0 R.EC°E VE JAN 0 5 2000 CCMMUN!I Y DEVELOPMENT paper no. smaller than 8 -1/2" by 14", and SHTPLTPT.DOC 9/30/96 ,.II .,/ • Proposed lot n oers or letters (e.g. Lot A or Lot 1) C Total lot or parcel sizes in square feet Mean lot width of all lots CI. Dimensions of existing and proposed utilities. Utility information to also include: • Location, size and material of utility pipes for sewer systems and location of drain field and septic systems. • ' For drainage systems show how water is-to be-retained on site or detained /conveyed off= site (wet ponds /detention facilities /percolation pits, swales and pipes). • Invert' elevation of pipe(s) at proposed connection point(s) to downstream facilities. . Existing 'and. proposed .utilities :easements:: Clearly identify what is proposed and whatis existing: Provide - documentation .of-,existing'easements: ❑ Prototypical development plan and lowest floor elevation of each proposed structure (Referenced to NGVD datum) to demonstrate development feasibility on the proposed Tots. L Width and names of existing adjacent public rights -of -way. 1:71-.Existing and proposed' access: roads,: access'driveways,° including'locations; grades:(slope),':: widths and_Iengths. Also. include: turnarounds''or:hammerheads (where necessary).serving. the subdivision. Clearly identify what is proposed and what is existing. Provide documentation for existing easements. ILocation of nearest fire hydrants (with water district identification numbers shown), distance to property and any proposed hydrants or sprinkling needed for adequate fire protection. ler Existing trees over 4" in diameter by species. OTHER REQUIREMENTS: ❑.. Legal• Descriptions ,(for a/ /'existing and'proposed'lotsjwith. original 'surveyor's stamp (4: copies):: n Affidavit of Ownership ' LJ /Title report dated within 30 days. Sewer and water "availability letters" from Utility Districts (use City of Tukwila Water Availability Form for water availability). Not required if served by the City of Tukwila. ❑ Copy of maintenance agreement for common utilities and access (if privately owned). Topographical plan showing existing and proposed contours at 2' intervals for sensitive areas and their buffers (TMC 18.44). ❑ Any sensitive areas studies required by TMC 18.45. Proof that the original lot(s) are recognized as separate lots pursuant;to the provisions of TMC Title 17 and RCW ch. 58.17. A list of any existing environmental documents known to the applicant that evaluate any aspect of the proposed project. ❑ A tree clearing plan, if required by TMC 18.54. . SHTPLTPT.DOC 12/12/96 kiL.S"Lu'.'U3vl?�4:YU•+.+, S�olM1r�ul.JU...;x_.i....�... • • I MILD STATES 5829590 emilio fontana vordi wesley donald corlett horstad voi 4613 mu 353 NOW, TIfEREFORE, the Raid party of the first part, by virtue of said Decree of said Court, in said Cause No 6°31412 and of said special execution and order of sale, and of said order of confirmation and in purauance of the statute in such cases made and provided, and for and in consideration of said Rum of money pnkl to the Sheriff JACK D, P m aforesaid, by Raid purchaser , at Raid sale, has granted, bargained, sold, conveyed and confirmed, and by these present, does grant, bnrgnin, sell, convey and confirm, unto the said part..y.... of the second part, and to his Theirs, mid assigns forever, all those certain Iota, pieces or parcels of land, situate, lying and being in King Comity. State of Washington, bounded and described as follows, to-wit: "That portion of tract 54, Riverside Interurban Tracts,. according to plat recorded in volume 10 of plats, page 714, in King County, Wash- ing .ton,..lying...west..ot.. David „Rapist.oS...said..traat:. 4.• E1CCF.PT...the -south 100 feet thereof; ALSO Tracts 1, 2, 3, 4 and 7, block "A ", Davis, Re- ' plat••of••tract'•54, % versifier °irrterurban••trautsi -according-to plat-re,‘ corded in volume 24 of plats, page 49, in King County, Washington" tngeth,r with all and singular the tenements, bereditaments and appurtenances thereto belonging. TO 1TA\'l; AND TO 110T:T) the said premises, witlt the appurtenances, unto the said pnrt.y of the second part and to big heirs and assigns forever, as fully and absolutely ns said Sheriff can, may or aught to Icy virtue of said Jeerer, writ, order of confirmation, and the statute itt such cows mode and provided. tyrant, bargain, sell, convey nnil confirm the same. IN WITNESS WHEREOF. the said party of the first part bus hereunto set and year first aline written. Signed. Sealed nail Delivered in presence of ( 1� his hand and. eai;t04 �rYr f 4 l,..t ••� �� t 4 i. 4. O Ir z rti' Sheriff n(1 mg Comity, State of \Vnshinglnn. tsia1r of ifinnilingtnn, (Bounty of Winn Lennart hollstrom Deputy ('aunty Auditor of King County, State „I' Wallington. duly appointed and sworn, residing at Seattle, itt solid State, do hereby certify that on this A - -.7 ' .slay ol'. December . .., 1il. 1. ., personally appeared before me o • .4.....f J:4rri i), i'Ci,jl,............ . . .......... .............. to inc known to be the iudividttal described in and • . -wfho, .. }h� trill' .t' I;,ini•County, Slate of Washington, executed the foregoing instrument, and acknowledged fjp\mi.jinittiqsily.tiejlersittl seated said instrunu•n1 as his free and voluntary net and deed for the uses and tkt 71' pthyie!ttry� ioned, Divert *trIl!er my hand and oflirit,l seam Ibis .. 4t11,_ L/a J _... 4 t, cD ,t. 54 N. Rt.;. l:m VI r.. ROBIRI A. MORRIS, County Audito', dolt' nf.... .Doc ember... , Deputy County Auditor for King County, Washington, residing at Scuttle. �.'.'' ,; ::; �,: .: _ •, i,X'.-• iris,' r .i;:..,::i+: >::d.1t?Y:�:7G:ftiF �c. �iE�AY,s.^�.ryYfit.4etyr:�st..•: TY.M:..,vricur Z < • �Z ce W 6 0 co a CD ill J H U) tL WO IL U O N, t— W 1— lL U_c0 F— O~ Z • N • o/ -`qtr �'. 73 too.:.ag'c'3 WASHINGTON TITLE .COMPANY' 15 S. GRADY WAY, SUITE 120, RENTON, WA 98055, • (4x5).255.7515 TICOR 'TITLE••INsURANCE: . • American Land • • • • Title SAseoclatibn Loan: Polley • • • c • is • • SUBJECT TO THE EXCLUSIONS FROM COVERAGE; THE EXCEPTIONS FROM COVERAGEONTAINED iN SCHEDULE B • • AND THE CONDITIONS ' AND 'STIPULA- TIONS, 'TICOR TITLE INSURANCE COM- •PANY, a California corporation, herein called •the Company, insures, as of Date of Policy shown In Schedule A, against loss or damage, . • notexceeding the amount of Insurance stated • in Schedule A, sustained or incurred ty the • insured•by reason of: ' • 1. Title to the estate or Interest described in .• Schedule •A being vested other than as stated therein; • 2. Any defect In or Hen or encumbrance on • the title; . S. ' Unrriarketability of the. title; . • . 4• 'Lack of a right of access to and from the land;. • 5, The Invalidity or unenforoeability of the :lien of the insured mortgage upon the title; . 6. •• The •ptikrit9 of any lien' or encumbrance 'aver the lien of the insured mortgage; ' • T. Lack of :priority of the lien of the insured mortgage over any statutory lien for servlces, labor•or material; `ISSUED EP?: • .* .WASHiNGTON•TiTLE COMPANY A horized Signatory ALTA LOAN'POLICY (1017%921 T125 Paifcy of Title Insurance . (a) arising ,from an Improvement or work related to the and which is contracted for or commenced prior to Date of Policy; or (b) arising :from an l nprovement or work related to`the and which is contracted for or ' commenced subsequent' to Date of Policy and which is financed in whole or In part by , proceeds df the Indebtedness secured by ' the InsurQdmortgage which at Date of Policy the Insured has advanced or is obligated to advance; 8. The invalidity or unenferceab}lity of any assignment! of the .insured mortgage, • . provided the assignment Is 'shown In Schedule A, or the failure of the assignment shown In Schedule A to vest title to the • Insured mortgage in the name Insured. assignee free and clear of all liens. The CompanyWill also pay the costs, attorneys' fees and expenses incurred in defense of the title or th'e lien of .the insured mortgage as Insured, • but only to the.e)ttent provided in the Conditions and Stipulations; • This policy shall not, be valid or binding until countersigned•betow by an authorized signatory of the Company; TICOR TiTLE INS1 lANCE COMPANY •, President Secretary; 1 MICRO COM SYSTEMS LTD. ATTENTION The next image may be a duplicate of the previous image. Please disregard previous image. Please disregard previous 2 images. Please disregard previous 3 images. Other: BECENE • JAN 0 5 2000 'DEVELOPMENT Z • JU CYO'. P' .!n W: .ALL: W O` u- <.. Z a: F-W _ `Z �.. 1-- O' Z t- Ali Lir 0 ;O D, W u.l 2 :H �! O. • W Z, U to O~ • •Z • • 1— d. ' 7340`a� WASHINGTON TITLE .COMPANY '15 S. GRADY WAY, SUITE 120, RENTON, WA 98055, • (4x5:). 255.7575 TICOR TITLE•'iINSURANGE, . •'• American Land • Title Assoclatibn ` Loan.Pollcy '(10.12-92)'• • • . .1 • • • is • ISSUED the: • . SUBJECT TO THE EXCLUSIONS FROM COVERAGE) THE EXCEPTIONS FROM COVERAGE�ONTAINED IN SCHEDULE B AND THE ONDITIONS ' AND 'STIPULA- TIONS, 'TICOR •TITLE INSURANCE COM- PANY, a California corporation, herein called •ttie Company, insures, as of Date of Policy , shown in Schedule A, against loss or damage, • not.exaeeding the amount of insurance stated in Schedule 7A, sustained or incurred••by the insured•by reason of: • 1. Title to the estate or interest described in .• Schedule •A being vested other than as • ` stated therein; 2. Any defect In or lien or encumbrance on . the title; . S.•• UnrriarketabIlity of the. title; . . 4. •Lack of a right of access to and from the land;. • 5. The invalidity or unenforceabiiity of the :lien of the insured mortgage upon thetitle; . • • 6. '•The •priority of any lien or encumbrance 'over the Tien of the Insured mortgage; ' • 7. Lack of 'priority of the lien of the Insured mortgage over any statutory lien for services, labor. or material; ._; •WASHINOTON•T1TL•E COMPANY • • W A horized Signatory • E• • ALTA LOAN'POUCY (10-17 42) T/26 . • By Attest • Pc:410y of Title Insurance (a) arising ,tram an improvement or work related to the and which is contracted for or commenced prior to Date of Policy; or • (b) arising :tram an improvement or work related toThe land which is contracted for or ' commenced subsequent *to Date of Policy and which is financed in whole or In part by , proceeds Of the Indebtedness secured by • the insuredfnortgage which at Date of Policy the Insured has advanced or is obligated to advance; •• 8. The invalidity or unenforceability of any assignment! of the insured mortgage, . provided the assignment Is 'shown In '• Schedule A, pr the failure of the assignment shown in Schedule A to vest title to the insured mortgage in the name Insured. assignee free and clear of all liens. The Company Vilralso pay the costs, attorneys'. fees and expenses incurred in defense of the title • or the lion of the insured mortgage as insured, • but only to the•e)itent provided in the Conditions • and Stipulations:• • This policy shall not, be valid or binding until countersigned•below by an authorized signatory of the Company; • TICOR TITLE INSi,RANCE COMPANY i' • • %2 President • Secretary: • C 1)11611 SCWDULL A Policy Na. R219352 Amount of Insurance: $160,000,00 Aate of Policy: February: 5, 1999 Premium: $342.00 at: 3:27 p.m; Sales Tax: $29.41 Name of In. nsured; • SEITZ FAMILY IIMITED PARTNERSHIP • 2.; • The estate or interest in the land which is encumbered by the insured mortgage is: FEE . SIMPLE Title to the estate or interest in the land is vested in: KBYSTAR, 1NC, a Washington corporation The insured• mortgage and assignments thereof; •if any, are described as follows: DEED OF TRUST, AND THE TERMS AND CONDITIONS; THEREOF: RANTOR: • Keystar, Inc. TRUSTEE: Washington Title, a Washington corporation '.BENEFICIARY:: Seitz Family Limited Partnership ':;:ADDRESS: 13800 Pacific Highway South, Tukwila,:WA 98168 NO. :. Not disclosed ,S160,000.00 February ,5, 1999 ORF' .`' • February 5, 1999 CARDING NO. 9902051961 ' ' . The. land referred to ' in this policy is described as follows: That portion of Tract 54, Riverside Interurban Tracts, according to the plat thereof recorded in Volume 10 of Plats, page 74,• in King County, .Washington, lying west of Davis Replat.of said Tract 54, according to the plat thereof recorded in Volume 24 of 1'1ats,•page 49, in King County, Washington; EXCEPT the south 100 feet thereof. • R219352 SCHEDULE B Policy No; R219352 . EXCEPTIONS FROM COVERAGE ' . ; • • . ' This 15.0liey does..mit insure against .loss or damage (and the ConiOny will not pay costs, attorneys' .fees or expenses) which arise by reason of:. • • • , 'PART 1... . • ' • : • I • • • • • . . * . • • • • 1 I.. • .. ' ' ;AN•EASEMENT AFFECTING A PORTION OF.SAID PREMISES FOR THE PURPOSES • • . . • : • • STATED THEREIN: : • •, .. .. , . • .1N FAVOR OP: .• . Puget Sound.Power and light Company FOR: • Electric transmission and .4istributioti line 4 • 0 • • • • • . . • •:DISCLOSED*.BY • :: :• ;INSTRUMENT RE.CORDED: . ' JantiarY 1'6,1931 • • ..RECORD1NO NUMBER:: . ' .2652046 • AFFECTS:* Portion of Tract.54 . • • • • • 7. ' :intSement for grading of street slopes; saneees•sary, over portion ofpiemises0joinin'g any street ••• '•or.:.1.11ey.. • .. . . • •. •, • SPECIAL; EXCEPTIONS: • • . . 3: •. • .,:GENER4 AND SPECIAL TAXES..AND CE1A.RGES: First•httli'.delinquent May 1, Second • . • halt delinquent Noveinber 1: • . . • . . 1999. GENERAL TAXES: • t; • • •'• ..:AMOUNT•iiIi,L,E1Y: • • 52,431.13 • •AMOUNt PAM: • • 50.00 .1 '.. • . :AMOUNTDUE;. • .' • 52;431•13 • • • . .. • • l':.' . • •: • . .• •.... .. •. ' SPECIAt DISTRICT: .*:',.. : • '.' ' AMOUN't BILLEO:. $l.03. ....• !:•'• • • • • - • : • • :.. ....; 'AMOUNT PAM:. . . $0.00.... : ' • • • . • • AMOUNT'DIJE: ' ; $1.03 .. • • , , • : : TAX. ACCOUNT. NUMBER: :734060-0803-00 ... • ,. . . .... • LEVY CODE: 2413 • • : 1 • s.... ...: ' • :' CURRENT ASSESSED VALUE: Lank stsomoctoo Improvements: $000 •••.;• . .. ...... : • • .' - • :::. : .. • . • END Op'• SPEC114,•EXCEPTIONS•.• ' .7... ..• •• , • • • ' • • . R219352 .. • • . ' • , ' • ; • ' E • : . • .. z • •< • z w 6 = 0, C/)UJ LLJ = • -.I • CO • ; 0 W •I a uJw Io t) =4: 'C) (), z' .• • , 13 41. 0 0 . . PART IL' :.: 0 • P . . ..; • • . ,..• : . • .• . In addition to the matters set forth in Part 1 of this Schedule, the title 0 the estate or interest in . • • . , .... . . . • the land desCribed or referred to M.Schedule A la subject to the following inatters, if any be -•,. ' , sholigii, but the Company insures that these matters are Subordinate' Oa the lien or charge of the . • • , • • ..:- :;..... - - -: • • insured.thortgage,upon the estate or. interest: .; .,.; • • ; • NONE: • END OF'POLICY • • • • R219352 ••••••••.• • • • . . • .• ' • • .• • • • • • ';'• • 04 • ENDORSEMENT • • , ',. , • :Issnedby..• • • ,. • .. , • :1 • — • ' . . • • TICOR.TrtOoiNSURANCE.COMPANY . ..; .. • • . • • • • • . AttaChed to.'and•fOrming a part of Policy of Title Insurance NO; R21.9352 . 4 • • . • • • ." • " •' • •: • ' L• • i . AnY,Itleorrctness (nitre assurance which the. Company hereby il•ett: , • . . . •"''.••••• • • ' • • • :'• ' (i).That theft. sre nereovenants,,conditions. or•restrictions under which' the lien Of ihe••rnOrtgage referred it:P.1n , . ' .: .• : :., • • •• • : : . SchedilleA Cam be cut off, sUbordinated, or otherwise inipairst. • • • . • • • • O. • IV ••• 4 .4 ...4 4 ... • :. Ilii. That there arb no present•Oiolations on said land of any enforceable Covenants,iconditionS,.or restriction, ' • . ...„ .(.:, .• • • . • • r •WiThat, eXcept. as •ilioi,vn in.Schedule 13, there:are no•enerciaclimerits Of buildings,istructures, or improvements . .„ . • . .... • . . ••• t';',..* .!..•••• *. • .: 'located on•Said land onto adjoining lands, nor itniencroachmenti entosaid land '•3'tn'tifldings„struetures, or • i . • . • •••• .• • • •• .• improVementa located. on adjoining lands, • '. : •. • . • . . • • . ... :‘,..; ....„ , 1 2. . ...() .Arty fnttire violations on said land of any covenants, c.onditie . nti or restrictions.iledurring prior to acquisition of .. •*,`:. ' ••••• . ....- ' ; title-to said estate or interest' by the :insured, provided SuCh.VialatiOns result in impriirrnent or•loss of the lien of the ' • '': r, . •• ..t • • tnoitgaieriferred to .la Schedule A, or result in impairment A:t.... logs Of the title to gad estate'or said interest if the • • ...... .• 4.• . ..., . • • I... .: ..• • .. .: •• insatertiball ricquire Such titie•in Satisfattion of the indebtedness seeured,by I uch-riiorigage; ' ., •. . ' ' •••:J• !,: •• • - • ,• ••••••; (b)•Uninarketsbilliy..rif the'title to said estate or .interest by MO:in Of any violetionkon laid land, occurring prior to .• ....... ,.., .. : ,... ; .aequisnion of title to eaid,estate or interest by the insured, of any covenants.:conditions; or restrictions. • . ) • • • . ••.... ...: •••• •:: • .'. ' 3. : • Damage to existing improvements, including Inwns,•shrubberylor trees, t .:;.`,..• .. : ... •s:',' • ':• .(e)'Whieil are foisted :or' enCioach upon that pettion of the land subject to any easements shown in Schedule B, which • •• •... ••••••• • .. : • ''.: damageletilts from the exercise of he iight.to.U5e or.fnaintain inch casement for °Ole:purposes for which the same • , ...:,•• • 4 • • -' '. • Was grimed Or reserved; ' • ::: .. , :.. • . „(b) resiiiting.from,the%exerciie of in); right to use the surface of said land for the eitraation or development of the • • • 1:::. •• ••.• Minerals excepted from the description of said.land'or shown 'o .if reservation:in Schedule FI: . • '':. • : 4. : • • Any iiiitiourt.order!or judgement requiring removal from any land adjoining seidiland Of any eneroachment shown . •••.•' ' •••••. •••bt•Sehlidula B: • . • • • : ' • • ;1: •••• • *:•••. • • , „•; • • ••• • • ••• . . :. .. • • • . . • • • • •0 • • • • .11 t • • . •• • • • . • ••. • • , • :it..•••• • . •Wherever itrthiCendorsement any.or 014 of the words;"'covenants;:con'ditions, or restrictions appear, they shall not be deemed • •• ' ;:f. • '''• to refer to or inglade the ,t0imei covenants and conditions contained irr any leasefreferred. to :in Schedule A. ' • • : • • • . •• .. : :.••• • .. • . . •••••• i . .. • • . • • .• .. No covens 64 proVided•under this endorsement a; feany•iovenent,•eondition;restriction or.klther 'provision relating to 1 , :. • .:: •Citvironinentsil frrotection. . • • . . • . . ...1:: 1- • ., - . . . . .. ;•,,,..„ . . , . . . • . . . ., . •,* The-tobil•IlibilbY of the Company Under .said policy And any endoriements therein shall .no..6xceed, in the aggregate, the face •• . •• . . ,••••• ' •tnoilitt of kid' policy rind costs which the Company is obligated•under the ctinditions and stiOulitions•thereof to pos... . . . : :. : .. • , •• • •.:. •,:: !: • • ' "It'd •endorieittent;whetr Countersigned below by an authorized signatory is ittads a part or said policy and is subject to the • • •:' 6.0 •: :. 4 ... • Schedules,•etmditione and stipulations therehi, except as modified' by thelirovisions hereof. :::. ; . • . • •,•1 . .,. :. . .• ' .•••••• I.i.- ... * WITNESS WHEREOF, the'CompanY, has caused its corporate name:and:sial to be hereuinO•affIXed.by its duly authorized • . .• • • • • •• Si./ . • • • ofticiri: • "'. •• • ". • • . • • • • . • • ... • a • • • • .: : .. ••• • • •• • • • • • • ••• • • • • •• . ... . TICOR TJTLE INSURANCE COMPANY . ' • . . . • • 4; : • • • prized SignelorY " • 1. •• , •' • . .„ • ENIIMRSEP4ENT • ;CLIA Fotfi (rt4 6.641) • Riardet rihn th.164, .i'• • • • • • • • • • •• • • •• • . ; • • . • • • .• • • • • .• • •••• I •••I } •. • I�,NDORSMEIT • . : Issued by • . . T.4COR TITLE INSURANCE COMPANi e: ' ' -•Attached; to and forming a.part of policy of Title Insurance N,o; •R2193 2 . • =Jr • :,:`The.insuratice:afforded by, the•' endorsement•. is only effective.if the:•land is•iused!primarily for . 'residential `•purposes• '. ' .., • Tha Company. insures••, the•. insured against•l'oss ox: damage sustained •by reason, of lack of priority of _' the i lien. of; the .insured' mortgage over: •, . ' }f ' ; :, s . .,(a);nny. enviroiunerrtal••protection• limn •which; at•Date 'of•Pol cy,:'ia recorded. in those records • •;established :under state 'statutes at Date of Policy for the ptirpotel :•ol' u nparting constructive ' ' "x• i, •.ii'oticp.of inatters.relating to real. property;, p rchasers.for va14.•ind without knowledge, or r ~ •' ;•, ; %• filed in the :records' of the clerk: of the United State district court tor. the •district' in which the ,',:'. • `• 5 ' . land• is located,' except as set. forthin Schedule B, or. " ' • • .. ' . '(b), any: environment•protectikiti.•lien provided for.by any state statute in effect at Date of '•,' .. ' ' . • ' Policy; except. envirvnmental•protttctibn.liens prt?inded for•by ti b #'ollowing state statutes: .• . The' "Mill Tailings Llcerising•and•Perrpetual Care Act of 1.9'79;,',4odificd as RCW 70.121:010, • _•et,seq ' , • . • .' • • • • :4 • This ,endorsement, when countersigned below by an authorized signatory; is made 'a part of said L •po1)oy sand is',subject.to'•the Schedules, •conditions; arid; stipulations therein,• except as modified by the provisions: hereof.. • • .. . :, ` . • , • 1:. IN• WI' SS. WBEA.EOP, The Company ..has .causer' its corporate name4 and Seal to be hereunto • ft • : 'affixed,by its: duly. aiithorized officers. •• • . ' • • ' . �,. .1 •• •.' ' • • tiCO. R.TITLt INSURANCE COMPANY ENV IRONNIIEIV FAL ?ROTEcTION• L1rN . • • !r; ' '•A1 TA ENDORSEMENT. Form g.1 (3- 27 -87). Washirigtyrt Form 1 10.9 (rev 3.13 -87) • Reorder Form No. 7788 . • • • ' • ,. • • • • •7: •1I RECE BV E .JAN 0 5 2000 COMMUNITY 3Y OPiJ ENT _ I".. .F-Z, LLI W p J Uc U 0: Uo W w; W =: i-. CO W 0. u Q. = a: _ Z 1- 0: Z 2 gyp: p H: 2 W. H V` O; • Z` ui • -. O ~ Z CITY Oi'' 4TUKWILA CITY of TUKWI Permit Center JAN -- 5 200 -11 a 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 PERMIT CENTER Certificate of Water Availability PROJECT #: (Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main)• - 382T 5/0 si,LFz-7 7:0,x„e-c -. 6.,/,1 Ve /'8 • 'Qwne'r•..Information r•+ �. ., r .7',i,, "x aAgeint/,critact person %, Name: S/ `ti= ARA k.t ,&Z JS%-.' ritic. Name: , r.1 r27 igfA/ Gt• JA/ f'ifrr'n/!c"/ _, Cc, • c .9 CXAddress: 2 /ir •� / 16711 /Ne ,/. /3ctC yr.7E • . Address: .51422 — Af'9 p<. 5,_E,. 1 rs:• i,,.,,;,��4 ci 'oz -7 Phone: 425 f - 45i— /'10 0 , Phone: 4.2,5i 7/.7.54:-..5' -i 1' This certifid'ate is for the purposes of: ❑ Residential Building Permit ❑ Preliminary Plat IR. Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): 9 ,S"` ,„,ez 5 — ,,-/,‘„ ,, T'--,,,_,., Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served 01(W ter utility district): / .5-' 1,,,,./12;.e �!s re.t2.7 Owner /Ag "wig ture.- _ Date: /, c/ PART B: To be completed by water utility district) The proposed project is located within l Lilt ,(.&?t. Cc l t7t7 (City /County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: . Vc) u ,M. s'•f ' ' 1` ply- t0 r PI- 0 _ it . LA- t -4-k 0 LA_ v- i r-p e_t- T A -s lf- Z�'-- s. Z 7— Z-d i t? (Use separate sheet if more room is needed) Based on the improvements listed above, water can be provided and.will be available at the site with a flow of S 0 pm at 20 psi residual for a duration of 2 hours at a velocity of 2_- d fps as documented by the a ached calculations. I hereby certify that the above information is true and correct. k- tAy co L.; 0,—r - 0 `�izs- .. . _ / z- — 7 -- Y. 9 (Agency /Phone 7 c36' -- 7--S4-^z — ?5-114-7 By Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date WTRAVAIL.DOC 6/5/96 :u:avas'crv°�"1i•"td." }, ,��'!ji�i'S== '."#g+lf!NAN"e+' fixer!. r�u, 5•^ p'., tw, rm�vm>. �: v! �,. v,.,, � ,.r..•^nc,;+;*zrp.w..�nv.^.�r ^. "WORKING TOWARD A BETTER ENVIRONMENT'l SEWER 11S! CC! PO 14816 Militaiy Road South CTY OF TUKW L' P.O. Box 69550 Tukwila, WA 98168 JAN - 5 2000 Phone: (206) 242 -3236 Fax: (206) 242 -1527 PERMIT CENTER 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 Short Subdivision ❑ Rezone Proposed Use: )4 Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: 'Poi /C5-i. .lam(, Phone: ,25 )/ )\ —1 to Property Address or Approximate Location: 32 K 5 1 Ci Legal Description(Attach Map and Legal Description if necessary): Part B: (To Be Completed by Sewer Agency) 1. ❑ a. Sewer Service will be provided by side sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to serve the proposed use. �� OR EJ 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 1(3) other (describe): ��7"iSFxl cyce y �(7/)-7p Lf T 0/V of = .r l LO PC-V._ CA AIsID&I 2. (Mt be completed if 1.b above is checked) 13 a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ e5b �� SFC: $ UNIT: $ TOTAL: $ p l ©l' (Subject to Change 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: ❑ Required ❑ May be Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of signature. By nsy Title /Z--(- 95 Date '+a.3V2:r'.. ..,+.u,^'^, rr `v",irs�N^9r+r. T10N 3 0 0 B7 .STUD LOCATIONS ))111) PLACI3 5, Imo) AM 17-8 •ADI*F.S5 1 I4NUTU 12927 21 12145 23 128411 48 12915 20 12933 11 12915 31 1) EMT I STATION 2.59 Mil 2 MIT 2 NMI 2 2.05.5 2.95 .T ei MN 9.4 MH 9.3 /I 185'.8- LOT. 22 ST. MN-17A D•80 LOT -23 ,17 W - MH 3704 3112 13o'•lr H -1 3705 1071 °- rz9J7 MN 9 -6 rn 2910 MH- A 12184 0300) Z8,- 2 ,3027 13015 3425 15027 /67%6- 13015 15027 307' -8" 5.0 01.5 •)029 13031 10 191 4 MH 9.19 .3041 ;14.j1 13209 MH-I1 L07 -1S 11215 t0T -16 4- �.L 4010.9 MN 9-24 / (54.t'•0' v I - S \C.O..10.7_. AM-13 511111 LI CAT 1• N•5 511111 13 Al r l)( S SR05 I.()C TIft9S LENT1111 DEPTH 741 ATI(1N 1.10 •lS ,8 5TUD LOCATIONS E. MARGINAL WAY AND 401H AVENUE SOUTH ADDRESS IENGTH DEPTH STATION 13941 31' 13219 6' 13212 7' 9.5' 6.5' 6.5' 0.40 0•/4 0.81 4141 Ace. S. (10((:44 I3.'4GIll 0 :('Ili 5I'AT111,\ I111�11 43.0 0.1 0.94 ISO11 19.5 0.0 3.04 13017 18.11 11.11 1.6.1 13018 19.0 1.0 2.51 13024 .4.0 5.0 1.6 13025 23.0 2.0 1.23 19028 4.0 7.11 1.11 11....0 .1 0 .. 0 0.t' 40th Ave. S. .WIHGSS (.1:'1(1111 041'1)1 SI'A11174 2000 5.11 221. 6.11 2322 7.11 2141 7.6 4111• '.11 2924 1111.11 3011 28.0 LEGAL DESCRIPTION 6.2 8,11 .11 1.0 10.0 4.11 0.56 I•I.' I6 3.00 THAT PORTION OF TRACT 54, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY,, WASHINGTON, DAVIS OF PLATS, PAGE549,AIN KING COUNTY, COUNTY, WASHINGTON; EXCEPT THAT SOUTH 100 FEET THEREOF. STUB LOCATIONS SOUTH 130TH. L IG H 0 PTH 3202 36.0 5.0 3214 39.0 5.0 3226 41.0 8.0 3507 17.0 6.0 3511 17.0 6.0 3517 17.5 7.0 3521 11.5 7.0 3815 42.0 6.0 3827 42.0 7.0 4016 9.0 6.0 4020 6.5 4.0 4026 8.5 6.0 4102 7.5 6.0 City of Tukwila Pre - Application Process MEETING ATTENDANCE RECORD City of Tukwila Department of Community Development - Building Division Phone: (206) 431 -3670 6300 Southcenter Boulevard, #100: Tukwila, Washington 98188. Pre - Application File Number PRE99 -033 Project: KEYSTAR SHORT PLAT Meeting Date: •8 -12 -99 Time: 3:30 PM Site 3813 SOUTH 130 " STREET Address: Date Checklist 8 -17 -99 By: BRENDA HOLT Mailed: CITY STAFF PRESENT DEPARTMENTS X X X X r X L Building Fire Planning Public Works Parks & Rec Police Environmental Permit Center Other: PHONE #'s 431 -3670 575 -4404 431 -3680 433 -0179 433 -1843 433 -1804 431 -3662 431 -3670 NAMES/TITLES DUANE GRIFFIN, BUILDING OFFICIAL NICK OLIVAS, ASSISTANT CHIEF CAROL LUMB, ASSOCIATE PLANNER JILL MOSQUEDA, ASSOCIATE ENGINEER BRENDA HOLT, PERMIT COORDINATOR APPLICANT/REPRESENTATIVES PRESENT CONTACT Name: PERSON ROBERT N. PARNELL Phone: , 425- 643 -3560 Company/Title: RN PARNELL COMPANY Street Address: 4422 —1877H PLACE SE City/State /Zip: ISSAQUAH WA 98027 OTHERS Name: Phone: PRESENT Company/Title: Street Address: City/State /Zip: Name: Phone: Company/Title: Street Address: City/State /Zip: Name: Phone: Company/Title: Street Address: City/State /Zip: Name: Phone: Company/Title: Street Address: City/State /Zip: Name: Phone: Company/Title: Street Address: City/State /Zip: a4.„).;b. :�: ✓awa .;rv: ,�ki�,'La:i,w`.c,.aa .i.^.},�s1:L ;r4itdDtei�N. -r` +.!!a,!•`a[� CITY OF TUKWILA Department of Community Development Building Division - Permit .Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Phone: (206)431 -3670 Pre- Application Checklist I • The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. BUILDING DIVISION The following is meant to be general information related to the requirements of the Tukwila Building Division for the processing of building permits. Specific code issues will bg.addressed through the normal plan review process after the permit is applied for. 1. Comply with the Uniform Building Code, 1997 Edition, as adopted and amended by the State (Table 10 -13, Section 1607, and Section 3003 of the 1997 /ABC are not adopted). 2. Comply with the Uniform Mechanical Code, 1997 Edition, as adopted and amended by the State. 3. Comply with the Uniform Plumbing Code, 1997 Edition, as adopted and amended by the State. I tg4. Comply with the Washington State Energy Code, Chapter 51 -11 WAC, 1997 Edition. Energy code specifications and data must be included on the building plans. 5. Comply with Washington State Regulations for Barrier Free Facilities or Design (State amendment replaces UBC Chapter 11 in its entirety). .•O. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application as a guide to the ' necessary materials and information needed. .. 7. Plans submitted for approval must be stamped by a Washington State licensed architect or engineer and shall specifically contain the name of the person designated as the architect or engineer of record for the project. This person shall be responsible for reviewing and coordinating all submittal documents prepared by others, including deferred submittal items, for compatibility with the design of the building. (See UBC Section 106.3.4) 8. Temporary erosion control measures shall be included on the plans. Normally, no site work will be allowed until erosion control measures are in place. ' Yr- 9. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered retaining walls, and require a separate building permit. 10. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans;and structural calculations submitted . for rack storage over 8' high. 11. Construction documents shall include special inspection requirements as specified in UBC Section 106.3.5 and 1701. The architect or engineer's inspection program required by Section 106.3.5 shall be included with plan submittal documents when permit application is submitted. Notify the Building Official of testing lab hired by architect or owner prior, to permit issuance date. The contractor may not hire the testing lab.: \dre\bldgl Ist.doc 7/31/99 BUILDING DIVISION Pre - Application Checklist File No.: PRE99 -033 Page 2 of 2 n12. Structural observation shall be required as specified in UBC Section 1702. 13. Construction documents shall contain soils classification information specified in Table 18 -1 -A of the Uniform Building Code on the copies stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. '. 14. Separate demolition permits are required for removal' of any existing buildings or structures. n15. Comply with UBC Appendix Chapter 12, Division II - Sound Transmission Control. 16. Addresses are assigned by the Tukwila Fire Prevention Bureau. n ri n 17. Obtain approvals and permits from outside agencies: ❑ ELEVATORS are regulated by State Department of Labor and Industries. Permits and inspections for elevators are obtained through the elevator section of that agency (reference RCW Chapter 70.87). Phone: (206) 248 -6657. gELECTRICAL PERMITS AND INSPECTIONS are obtained through the Department of Labor and Industries. Phone: (206) 248 -6630: ,i PLUMBING PERMITS AND INSPECTIONS are obtained through King County Health Department. Inspections: (206) 296 -4732; Permits: (206) 296 -4727. 18. 19. 20. ❑ PUBLIC POOLS /SPAS AND FOOD SERVICE FACILITIES - King County Health Department must approve and stamp plans prior to submittal to the Tukwila Building Division. Phone: (206) 296 -4787. FIRE PROTECTION SYSTEM plans are reviewed through the Tukwila Fire Department. Phone: (206) 575 -4404. Checklist prepared by (staff): \drelbldgl Ist.doc 7/30/99 $s Date: g///99 CITY OF '�4J KW I LA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Phone: (206)431 -3670 Pre - Application Checklist The following comments are based on a preliminary review. Additional information may be needed. requirements /regulations may need to be met. FIRE DEPARTMENT -. Construction Information Other a1. The City of Tukwila has adopted the 1997 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (City Ordinance No. 1846) F: 2. Fire hydrants will be required. (City Ordinance No. 1692) 3. Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. By line of vehicular travel, a fire hydrant • must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (Uniform Fire Code 903 and City Ordinance No. 1692) 4. Automatic fire sprinklers audible and visual devices and a minimum of one pull station per floor are required for this project. Sprinkler system and fire alarm shall comply with N.F.P.A. #13, #72, and ADA requirements. Sprinkler plans shall be submitted to WashingtopState Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to beirj submitted to Tukwila Fire Marshal for approval. The fire alarm plans are to be submitted directly to the Tukwila Fire Marshal for approval. Submit three (3) sets of drawings. This includes one for our file, one for company file, and one for the job site. (City Ordinance No. 1742) 5: Maximum grade is 15% for all projects. 6. Hose stations are required. (City Ordinance No. 1742) 7. A fire alarm system is required for this project. ,(City Ordinance No. 1742). Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three () sets of complete drawings. This includes one for our file, one for company file, and one for the job site 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installation: (City Ordinance Nos. 1742 and 1846). 9. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10 (Minimum rating 2A, 10 • BC) n10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Article 81 of the 1997 Uniform Fire Code. 11. During construction, an all- weather access will be required to within 150 feet of the building. (City Ordinance No. 1846) • 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. 13. Adequate addressing is required. Fire Department will assign all new addresses. Number sizes will be determined by setback of building from roadway. Four -inch numbers are minimum. Numbers will be in color which contrasts to background. (Uniform Fire Code 901.4.4) • Wrallrel Isl.doc 7/30/99 • FIRE DEPARTMENT Pre-Application Checklist File No.: PRE99-033 Page 2 of 2 • 14. Designated fire lanes may be required for fire and emergency access. This requirement maybe established at the time of occupancy and/or after the facility is in operation. (City Ordinance No. 1846) • 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogen's, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (Uniform Fire Code 105) 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story: Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6". (City Ordinance No. 1846) 17.. Adequate fire flow availability will need to be 4monstrated for this project. 18. 6-1 44-c; /x?-0.44,1 4404. s. / Checklist prepared by (staff): • 1ddlitellst.doc 7/30/99 4. z -tt = 1- , Z ix La 6 D, —I o 0 0) COuJ 111 LL O. 2 u. co — F U-I z z al 1. 0 M Di D 0 LULU El in 0 •••• ; 0 CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Phone: (206)431 -3670 Pre- Application Checklist --i..- _ Yn.r •..� !1"$ "jr __ _ J �,li tIL - �, - —• I F pp �y} � �J4.ts . ty K1! o I _ :15RRE99c03r' e }, y ���y�� l� { ;1 {rl . , 1 3.0 r. r .1 '�� ' 1 `< s ''' i �, 3 . R .iilr. 11 ri :ghi v;i'f.�:fi'i "1.'3 1 (fey ` t' ^YI 1,.�,:1! ' i i , -. ! 't ipi, }{�I �� „ t 1, r. i t f ` n ©R RLA :Pr,'... , �+'' i .. ~'. g.-!{ iJ;''�,1 T_I :_i , r .:Iv,..I. "►ti.: fl ;(.i. •� ' j .f. I f :1 I ,,I �,., t .�. .:I .. ;'.( ':ti 1. f> m 'r1 .., �� tlt ,� " "' / ^' "'.. .1�; ) 1 . �,;, 'rYfi� nC.r�'.' �_'� F s� po�i�T `X�6� �s+ 'C U� 'i' S' • Rc7 . REdI !�pyy 1r 1I•, •41 .F� �M�1 • ,y. ;': ^.p'� )1 •1 /. R'..,. , V' t I'1 t /i.. ^itl''I iwt ,71 ap •! 'il t /� . = 1 !!II++99 C ` -3 u...1•,'.... Uk + lt,' r:11.'. .:t'7. .r .. _ .•... 1,� .- I �v n Y.I. . . . ' 11 :.'GJI'j=!;, f-1- ,1 ^i'I:i\ �:p TN The following comments are based on a preliminary review, Additional information may be needed. Other requirements /regulations may need to be met. FIRE DEPARTMENT - Inspections 1. Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test d. Fire Department approved plans e. Sprinkler head location and spacing f. Materials and test certificate Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover e. Vent piping, swing joints, fill piping, discharge piping f. Anchoring . g. Hydrostatic test h. Separate Fire Department approved plans 3. Fire alarm a. Acceptance test b. Fire Department approved plans 4. Hood and duct inspections a. Installation b. Trip test. 5. Spray Booth a. Location ' b. Fire protection c. Ventilation d. Permit 6. Flammable liquid room a. b. c. Location Fire protection Permit 7. Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width 41rcVlrellsl.doc 7/30/99 8. Fire doors and fire dampers a. Installation b. Drop testing I:• 9. Fire Final a. Fire Department Access b. Building egress and occupaqcy load c. Hydrants d. Building address e. Fire protection systems: (1) Halon systems (2) Standpipes (3) Host Stations (4) Fire Doors (5) (6) Fire Extinguishers Fire Dampers 10. • Other. a. b. c. d. e. f. FIRE PEPARTMENT • Pre - Application Checklist File No.: PRE99 -033 Checklist prepared by (staff): Page 2 of 2 Date: f// 1dret olisl.doc 7/3W99. { CITY OF'. JKWILA Department of Community Development Building Division - Permit Center • 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Phone: (206)431 -3670 Pre - Application Checklist rf`'. -} .� #� i�i �� ,�' t� t7 !1 i i 1 ? 4 : p T I ; ` r tl', ► i ji i1' t l''4 : �' i .'." 4 ;, p t r .! Pr �' ` •' :r•;. a'F.t,:1 'a ' ; ; t. , I ' i',+, X221 s 1il 7 t 477 , , 'r Ir.TIJ: '', `. �'" -3r-- i ,T. 4= ; '3 ,r , . . yr , " f r Y i' , �f�- �,�,!tf :r 1.. rig:41.stillkilt,l,"'Ili i S ;, f t! ! p n ; ;"' l �V A' O' RLA I , -'-- • ,Y i �'.16 It } ,i1 .i`:' — i �: A li :,. . ! �r t ; g . ! !i,.. • • • h i r �� �hr' ", I g'1:� 4:.i�.. ,. • 82 >:99 0'32304 a m..4! +i. i� 11;,4. `'...� Air) S' .i' U ;.� } r..., ;,i 1'' i. i • ': ) t ;;ii . t, ll I ''; ::. '.s 38 0 9TRE • -.3 r•, ' 1 • 4 1 n <s'w s r,1F' YI. 1. ?'1'4;4 ,. T—, —F' , :••■ '7 ',!,TITit"'p.. l '3: ', • The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. ENVIRONMENTAL 91/1/ / 15 t _ 1!% tw /cL ka2_ / ceW/ 1,';. e-12_5- 710- T CCU ° vd.7L d�Q /•' C4 '/z T s' Ps2A t ol/-e-EL. c2 7. - 5/2 5. o r �- • Checklist prepared by (staff): C. ms nwist.doc 7/30/99 42-4;47-47‘ Date: CITY OF nKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Phone: (206)431 -3670 Pre- Application Checklist - 1 1�1 f'1. -� .' ' 'At 't. r • lk :13.i'--" '� t• �_ *k. � fig .� ' ' :� 3 d'' •��' ,h it. 1.17{ .'ll '; 1,•1 is •. •l.4y, , ';. ; y.R E99z i 333 ('J ti;t 4•�1 4., �.i.'f 1rty .. t'4. � ~�M ti C; it 7f. ., y , (( ` A t;� .I. i J1 frj' 1,� 1 Sit i1..iE� •t.1i t,,, •. r: $0 ±'itfYli�si!' �'r'. r / • , ♦ .;',,.:,1-.):'''' . '' t.. `Y: . 11'l��:• pppjf�;F 1. LI., , I f,:, i , 4t ens a t li " !'(•f a+nC �/ !):Y,( / :!{t .� .tt -... ■ �I VI ii:1 'll f�ji 1(t l�� y .'KC�Y,6mAR'ISFI`O'RTiiRi3A{T;• .I . I S .t1.. 1 . � v1-. t•Y P? , ,',I. t� �' "1,1 .I, : i'..1 .,.; , >t , is • :. : .p,1 I i :fit.. r' 1 ►2 99�Ci •3 tifa 8 *s , ;� rr. ' I..1A J^ r .l.i 1'' t... , � Vii,: ('t : ,. 1: :%}3 �' '' 8t1�3" 1 ' I:'t 1. ,1[f 1•. .. ....t ,, I. I,.cr . a- . .z,t 1.10 4,.. „ i k : F d Ti: ..;ri, s .!. - — ..'"EET :i.' ri!c:at. „! . "!t..i: t;.; .,.• ! ;.. Y °trl.. The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to'be met. PARKS AND RECREATION DEPARTMENT The Parks & Recreation Department has nolcbmment on this project. r Checklist prepared by (staff): tlet-eUit6 i ✓V Idreprl(st.doc 7/30/99 z u �= J U' 0 O' W =, J f..., iA LL W 0: LL < co n = ▪ W Z 0 Zt- U • 0; O f--` 2 U; 0 I--- Z { ,3" itilirixo, t +41, ti . nth J. Y: J,1t..' r +c • fi' , �., - 4 ' •r .t. ; G , ,r '. a •{ �'r ';i �•....' CITY OF ."\JKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Phone: (206)431 -3670 Pre Application Checklist f fl ou- •� =" ilk jj 'T�ARSSH®R RL�A�T� i." i 38 9tS 4'3'0FSTR ET" ,! . tttt!:fti� ittfifa[iaRi.trukt:21141E11 The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. PLANNING DIVISION - j Land Use Information v • 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) 2. Obtain the following land use permits /approvals: ❑ Boundary Line Adjustment/Lot Consolidation ❑ Binding Site Improvement Plan ❑ Comprehensive Plan Amendment ❑ Conditional Use Permit ❑ Design Review ❑ Design Review - Interurban 0 Rezone Shoreline Management Permit Tree Permit Short Subdivision e,�- tr cP ldto % da :S let•s Sign (s) .5412 z- w -s.bd.,vs---, -- Subdivision Environmental (SEPA) Unclassified Use Planned Mixed Use Development Variance Planned Residential Development L-01-- tt y dci2-9 n v►�.►- -toy .sf' Q, 3. Zoning designation: L- t Site located in sensitive area? 1 ) IvyLiar\ C# &0 I V�^�n.iv>`��.v Lor St j 4. Minimum setback requirements: Front: 2,0 Side: 5. ' Side: 5' (o' Se .A'J 3 tY a&(w.t Slin 5. Man Building Height: ?,(Y Other: ?utalii. I (u.. f- 1-t •se-r- 66 ta-LS Yes ❑ Np (,&v» 3 sLoleeo Rear: 1O r Height exception area? ❑ Yes Kf No 6. Minimum parking stalls required: a I dU Handicap stalls required: 7. No rhore than 30% of required parking stalls may be:cornpact. No landscape overhangs into compact stalls are permitted; although no wheel stops prior to hitting the curb will be required. 8. Minimum landscaping required: 5-ysAl- M M3 V ' "4' c L • a,► . r � c Side: �Ub c1-d Rv eari p l8 ,5 N , U 9. Landscape plans must be stamped by a Washington. State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). El10. Roof -top mechanical units, satellite dishes and sirpilar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. ❑ 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. I12. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval: t( i3 • WU AO Q U T tbl-1, Lom42-c,t• 4- 10r0086. ID. Checklist prepared by (staff): 1dalplanllst.doc 7/30/99 Date: 8i (2411; CITY OF j. :JKWILA Department'of Community Development Building Division - Permit Center 6300 Southcenior Boulevard, Suite 100 i . Tukwila, WA 08188 Phone: (206)431 -3670 Pre - Application Checklist a�J.0I 1 ..1, rll1. .1•��.. 1- ::i.,q..• lf. •;tiz ;itt: 1 I. I. AI ! ZZ•41 rfir' r M.p•i .. �%` i.,�/. �' :1 ;t',r+c'. ,:��.j{ ;elf ^-�,.. ,'tY' .. /,; ,.4 � r l. 1 1 . . ,fit wl .t . w „, 17T; : ^;�j.. '.. x"'.777 �yi•Z• I 1 i i ? - • I i^ 1•" 7 5 • i .� i {.. i ,• '.. tJ?j� 1� • is � ti i, . % i,r ,,.•t ii" 3' 3 I/, {.. „I11s .r f i, 1 '; ; (` j{.''? E, +S° AR S oY� .-.. R A {,, 44 ?^ 7:1 a' t• t" Ilh•1 ,4 c G 1y�• • ` . • Y.n 1 ;. f . :il. t 4,", 1 y list t1 �j ,t:C li1 , i• F , ��,{ m{ !{ i t. � �.(r" M ,N- .■ l t:l, i J7 :.•'1•L /`t• � , f ii•, �, rr. i'•r'. ,,tto• 1 • i ' t: t�! Ci i3: Ot s m! e;. 1 S • s ; .; ''v. . VI 4.. ♦ ,•��..�. .1 � i.i 1 i t II r ,, . .(. ,} . {. ,. }. �. ".$8 S 180 SIRE , ,, �' )G �+ ��fj'•�j L,.:I! 'C;'`"f1Pf 1.]�{�•tr�j.•,1�yfjl�jv�,y•� �Jyyr ,r..L,1r °..�':.',l t,T.t,rI , •�,•i.7.:/.d' 4. nli (!�• .a.4.,'. .t .r: •,,,",1,'. :v.!•J} r.11 YIIL. .11 . .4 C•l� C..- F L A: O i 11 iii.IlF 1LWIIr I:L{L11Y i7YkS.ltllil:.i The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. PUBLIC WORKS DEPARTMENT 1. Apply for and obtain the following permits /approvals through the City's Permit Center: ❑ Channelization /Striping/Signing • ❑�,/ Curb Cut/Access /Sidewalk I Land Altering ge Fire loop /Hydrant (main to vault) ❑ Flood Zone Control eSewer Main Extension (private) Sewer Main Extension (public) Storm Drainage RD.3,04-aKWater Main Extension (private) 0 Water Main Extension (public) EK Hauling (2,000 Bond, Cert of Ins) fo- 5.,6ti. ❑ Landscape Irrigation ❑ Moving an Oversized Load ❑ Sanitary Side Sewer 11 Water Meter (exempt) Water Meter (permanent)' • • ❑ Water Meter (temporary) . Other: pEw'C 2. Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). 3. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan. review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 4. Water and sewer assessments may apply and will be determined during the utility plan review process. 5. Provide sidewalks per Ordinance Nos. 1158, 1217, and 1233, or 'obtain waiver. 6. Provide Hydrological - Geotechnical analysis. 7. Provide erosion control plan as part of grading/fill permit application. 8. Identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and recognized benchmarks). 9. . Provide a traffic analysis /trip generation study for • 10. Provide developers agreement for: n 11. n Provide the following easements and maintenance agreements: itigAiovgg, rag PLt$ !i - Acct. Zl60 l JOAg- AfM Renr a/ /4 7`Lv►c.L. 12. Provide water /sewer availability letters or certificates from districts serving your development. 1,0D 13-5 V/■l -VLt SeweiZ. 13. Obtain King County Water and Land Resources Industrial Waste Program for a Waste Discharge permit of approval (206- 689 - 3000). RECEIVED \drelpwu:I.doc 7/3W99 AUG 0 6 1999 TUKWILA PUBLIC WORKS PUBLIC WORKS DEPARTMENT Pre - Application Checklist File No.: PRE99 -032 Page 2 of 2 l l 14. Complete Business Declaration (attached) and return to King County (self addressed and stamp provided). n15. Review the following City studies when designing your project and preparing your plan submittal: R16.. 1'N0e2y tat) MbIli (111tri Sia j/artor) 'T/V)(. 13.0 eiv ca /el eAasrKctuge. cIcr s 'ncl -ntRwaveA. documeir OftkeT. Checklist prepared by (staff): `J • /llOtcc jettielq t t Is t, dre\swlisl.doc 7/30/99 Date: et - //'99 -- sew ere mats, x7 e , 'Gxe rOs a "via et Ito £ z • A bet wdo n C. 5/5Te v1)s Cg,. &de • aTe.� /neree,s - / /etc&. a7 %?OUJ a, /oti, Access .�.:xzc 1r 142. ,.] / f r,tl5r ui.v� �K,4N75 Gv,LO need A v',Qe a. 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IIIIIIIIIIIf�l11111111�111111111�1111{ 1111I1111111II�IIillllll�nl )11111�11n4l +lillil.11lll +! 87.63 40 N • o\ tr N N X1046 7 File: L 00 -0002 35mm Drawing #2 -3 1.0)I11 ItI. 1111. 111.10 1i illll`III�Illil1111 1i 1111111li'1111(t1i iii 111,11. `11:11 ii1ii; i1iii'i)ii1i;� HORIZONTAL DATUM: "NO0'38'20`W "CENTERLINE OF 37TH AVENUE S.(MOHAWK STREET) AS SHOWN ON THE PLAT OF ROBBINS ORCHARD ADDITION VOLUME 24 PAGE 3 VERTICAL DATUM: VAL VUE SEWER DISTRICT SANITARY SEWER MANHOLE NO. 7 INVERT 71.5 (PLAN) 1 STREET LIGHTS STANDARD DETAIL R8.24 OVERHEAD HE FRONTAGE OF SOUTH 130TH STREET. ALONG AVIL PARKIN NW1 /4 SECTION 15, TWP.23N., RGE.4E. STREET LIGHTS MARKS, STANDARD DETAIL R8.24 o As RIM • 71.5 111111111518/111111 �m-- �e � - _ LE, • 71.612" E ((EXIST - I. E, 71A 12" E (EXIST) ♦ ��7 71.8 lNEM11 a�` ♦ u w _ _ - LE. �� ow� ���r.Ea,�►�ac'/ 776 . 69 - .I ° Y O.1Q�S4���� -j ASPHALT $ �" �� :wN.,r wee.° o 6. A- SPHALT ;. CB i`:e ,a eei =�;� 1_°T VAWE T. N •CETHRUSTBLOCK _ - y��fl�4V� /� l �.,�'' _- --- Vii` =- -. �^2 " SD . c / TYPE L' ��_ ��1' 2' 30 VAULTACCTMSSfROM --'��•r SOUTH 130 BTREET : i>r� �== ��JOV ! , ! EXIST NO FIRE HYDRANT (FH) �� ✓` OFC. 1l119•M i ;i •�• °� g 1. 3 bt:I PI 0 OGW O$ JI'M gmi $m9 eBEN 1Ar T PER VAL VUE EER DISTRICT PLAN) WATER MAIN AND SERVICES CONSTRUCTION TO FOLLOW WATER DISTRICT 4 125 STANDARDS. SANITARY SEWER MAINLINE AND SIDE SEWERS CONSTRUCTION TO FOLLOW VAL VUE SEWER DISTRICT STANDARDS. WATER PLANS TO BE REVIEWED AND APPROVED BY WATER DISTRICT 125 PRIOR TO WATER CONSTRUCTION. SANITARY SEWER PLANS TO BE REVIEWED AND APPROVED BY VAL VUE SEWER DISTRICT PRIOR TO SANITARY SEWER CONSTRUCTION. 7ga 6a•e I :ieiui � FOUND PK NAILR08MFlT.NEORITICAL 15' 12' SANITAR SEWER 64x_ . • lAl Ltll • CC 2 U CC 0 U) z H CO 0 CC LLI LL CC 0 w l- a a 111 J Q 1N U7 u; � 00 CU CU NO0 '38'20"W FOUND CONCRETE W IN LEAOHINAMON of • CASE PAVEMENT TAPER 1:10 3 IN DITCH BEHIND SIDEWALK • - t'i� \.�� HANDICAP RAMP . a• \\ STANDARCAPRAILRB -12 88 rw(._ RTA; 0+50 88MH 42 1 r, LE. • 81.4' I.E. • 73.2' I.E. • 73.1' ff�jr' 82 V!8TANDARD D ETAAIILR842,' M . RELOCATE WOOD POWER POLES BEHIND SIDEWALK LO STAMM 80 0) MOVE EXISTING CONCRETE FOUNDATION.- 0 0 DEMOLITION PERMIT REQUIRED. 07 CU m STA: 0+95 SDCBI6 TY1KE -1 ° 7A' !!.APPLE Q IL) cc W L9 0 z ♦ - m " U Q CC w CC J i- 1 L1_1 1- I- < z /- J LU ( q, o FOUND STONE MON W /'X' 0.8' BELOW SURFACE SW CORNER C.C.LEWIS DONATION LAND CLAIM RIVERVIEW AREA: 79, 748 SO, FT, 1,8308RACRES 100.03 7'0 PAVEMENT TAPER 1:10 UM W' 0,41' F STA: 0495 SDCSST TYPE 2 (147').) N89 '09 N89'09'40 "E 100.00 15. WI .E SIDS AGE 11 ° EASIOMENT 51" WATER METER SERVICE p O 8 •°0163 '• Q . m of p� NEW IRE HYDRANT (FH) fit•(' 1- FIRE HYDRANT ASSEMBLY STA: 1+45 BDCBN2 TYPE -1 r lA '\ N89'' "•'4'' 12 88 ' •14.45'48' 4" SANITARY BIDE SEWER (T1'P) s. 2% MINIMUM (TYP) ° 83.85) tt" SANITARY 810E SEWER (TYP) f,a S• 2% MINIMUM (TYP) O 14 Z� 7 0 0 1- 0 0 J CO 0 N X " H H CC CC 0. a 000 FENC ee •7 70 .5' w LU N R LO 5 0 U Z NQ O CC 00 10 J OD O 1i 0) LL 6 o X.? O 11115.4 OT • 764°4, S6. F H- Q J 24 PAGE 49 LOT 4 519 SOFT, 1 " =20' GRAPHIC SCALE 5.128TH ST. 5 .130TH ST BITE VICINITY MAP NO SCALE 0 20 40 60 VERTICAL. DATUM 1929 NVGD 30' ▪ I IE 25' E 25' 1 18' 5.0' 16.5' I 1 5.'-15.JJ :1 °. Of 5.5'1 MINIMUM TOTAL 0 PAVFaMENTWIDTH 20' ASPHALT PAVEMENT ROAD CROSS SECTION FOR S.130TH STREET FRONTAGE IMPROVEMENTS INCLUDE( PAVEMENT SECTION AIC ROAD WIDENING, CURB, GUTTER, 3 CLASS "B" SIDEWALK AND 12" CPEP STORM DRAIN. 4" ATB 95% SUBORADE LEGAL DESCRIPTION THAT PORTION OF TRACT 54, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, LYING WEST OF DAVIS REPLAT OF SAID TRACT 54, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 24 OF PLATS, PAGE 49, IN KING COUNTY, WASHINGTON; EXCEPT THAT SOUTH 100 FEET THEREOF. ASPHALT PAVEMENT ROAD CROSS SECTION FOR PUBLIC ACCESS ROAD NO SCALE NOTES 1. THE LEGAL DESCRIPTION AND EASEMENTS FOR THE SUBJECT PROPERTY WERE TAKEN FROM WASHINGTON TITLE COMPANY - POLICY N0. R219352 DATED FEBRUARY 5,1999. HARSTAD CONSULTANTS HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS HARSTAD CONSULTANTS AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP ANO DISCLOSED IN THE ABOVE DESCRIBED SUBDIVISION GUARANTEE, 2, UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON NAY HAVE BEEN TAKEN FROM THE PUBLIC RECORDS. HARSTAD CONSULTANTS ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 3. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT ANO PROCEDURES. A. NIKON TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS PER MAC - 332 - 130 -100. B. FIELD TRAVERSE EXCEEDING REQUIREMENTS OF WAC- 332 - 130 -090. 4. THE SITE IS SHOWN AS SURVEYED ON JULY 21, 1999. 5. TREES WITH DIAMETER LESS THAN EIGHT INCHES CHEST HEIGHT WERE NOT LOCATED ON THIS SURVEY. 8, SUBJECT TO A PUGET SOUND POWER AND LIGHT ELECTRIC TRANSMISSION LINE EASEMENT RECORDED IN INSTRUMENT UNDER AUDITOR'S FILE N0, 2652046 ALONG THE WEST LINE OF SAID PROPERTY. THE WIDTH OF EASEMENT NOT DESCRIBED IN SAID INSTRUMENT. 7. TWO ABANDONED WOOD FRAME BUILDINGS ON LOT 3 AND LOT 6 HAVE BEEN REMOVED. _I,,1 &t; ;1 °° (EXPIRES B /17fel 1 5 • In OU7 Z 0 0 0 0 99 J N am I-N la 95,9 FOUND REBAR,W /CAP LS 9834 -046'0 0.63' FROM SET REBAR COMMIT PAO FOR ewr•0 our ITAUCTURO AGE HEO lY GARAGE 0. 734060 -0800 LOT 1 AND 9 SHALL HAVE ACCESS FROM THE NEW PUBLIC ACCESS ROAD S Ran. 4 JRH 3 TM 2 TM $ OR ?,2000 LFe�Prr (7 4 .. r) z ••W Ru Y� REVISED ROAD SECTION AND STORM B -7 -00 JR HARSTAD ENLARGED CUL DE SAC RADIUS E REVISED LOT LAYOUT ADOED STORM WATER QUALITY VAULT 2 -0 -00 JR HARSTAD 12 -5 -99 JR HARSTAD TM REVISED UNDERGROUND UTILITIES 11 -29 -99 JR HARSTAD REV.NO. DRAWN BY REVISIONS DATE APPROVAL TAX LOT NO. 734060 -0801 PRELIMINARY NOT FOR CONSTRUCTION UNTIL APPROVED BY CITY OF TUKWILA DETAIL COMMON UTILITY TRENCH KEYSTAR INC. 2100 114TH AVENUE NE BELLEVUE, WA 98004 425/451-1400 LEGEND •- SET 1/2' REAR WITH CAP UNLES NOTED. SS MH- SANITARY SEWER MANHOLE WV- WATER VALVE FH- FIRE HYDRANT SO CB- STORM DRAIN CATCH BASIN CITY OF TUKWILA SHORT PLAT -NINE LOTS ADDRESS: 3837 SOUTH 130TH STREET TUKWILA, WA 98108 TAX LOT NO. 734050.0803 MINIMUM LOT SIZE- 0600 80.FT WATER: WATER DISTRICT 6125 SANITARY SEWER: VAL VUE SEWER DISTRICT TUKWILA STORMWATER ZONING - LDR TOPOGRAPHIC AND BOUNDARY SURVEY FROM: HARSTAD CONSULTANTS ON JULY 23, 1999 425/747 -8336 PLEASE CALL 24 HOURS BEFORE DICING ONE CALL UTILITY LOCATE 1800.4255555 WPP- W000 POWER POLE DEC- DECIDUOUS M- MAPLE A- APPLE H- HOLLY OWNER /APPLICANT: KEYSTAR INC. 2100 116TH AVENUE NE BELLEVUE, WA 98004 426/451.1400 ENGINEER: ROBERT N. PARNELL, PE ROBERT N. PARNELL COMPANY 4422 187TH PLACE SE p�?aFEivE� ISSAQUAH, WA 98027 425/043 -3580 FEB - 8 r ,I SURVEYOR: PEgf,°7 CENTEn HARSTAD CONSULTANTS 2024 W. LAKE BAMMAMISH PARKWAY NE REDMOND, WA 98062 425/747 -8335 RN PARNELL COMPANY CIVIL ENGINEERS - ENGINEERIN9 MANAGEMENT 4122 -187TH PLACE 8E • ISSAQUAH. WA 98027 TELEPHONE: 42!/643 -3560 • FAX 425/6415095 KEYSTAR INC. 3827 SOUTH 13OTH STREET, TUKWILA, WA 98168 PROPOSED 9 LOT SHORT PLAT TAX LOT 734060 -0803 SHEET OF '0 "on um 1 x ?',� e S a stt GI . It Li -t; Al... .. C.___I_.YV __5. ...P.':.,C -E -I! o 6011116NdeN111010INNINNhII1mN1NNIWWIIiitlNIiIWWImInuImIllWduNlmd9N6 11111INNhNIINNhiO101 tol • S .130TH ST• NO0'50'20" DIP WATER LINE CL STA:O*75SDCB95 TYPE-1 30• 3.7I' 28.6• 8 9.61 � a TYPE I Y SD Cr ��i����. ?IPEW14M'i . ��� TYPE -I� 612 - 1 * :•� .. e� !',�M� ,r� �r�!•]C!�1 = `7177 ` :c ��� � v 1 42.77 a 34 -a� ��F� 11 1 +50 o sN O Z �� Z g 2f/C1l '�k� 11174 f t.�. r(�I o �d y �. 9m� �� y yO le 11tOe1 153y ..I � - ' O 12-43T-0::. SGO °•°ayyFO ry I1L C;in Er .'ma i' T I N II 62—yl O " ,184 N O W •IaLLl O O yI �A y . 1 ill M a BO G `—I 1= W c) a m o 14k/:' 74 ,-76 IB' —►�. so c: TYPE -I SCALE 1" • 20' " =2O' GRAPHIC SCALE VICINITY MAP NO SCALE PAVEMET PAVEMENT ROAD CROSS SECTION FOR PUBLIC ACCESS ROAD NO SCALE LEPAL 'DESCRIPTION THAT PORTION OF TRACT 54, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY. WASHINGTON, LYING WEST OF DAVIS REPLAT OF SAID TRACT 54, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 24 OF PLATS, PAGE 49, IN KING COUNTY, WASHINGTON; EXCEPT THAT SOUTH 100 FEET THEREOF. 0 II /I f I..I ;1 NEW PUBLIC ACCESS ROAD 1+00 HORIZONTAL DISTANCE PROFILE SCALE:. 1" ■ 6' VERTICAL 1" • 20' HORIZONTAL WATER MAIN AND SERVICES CONSTRUCTION TO FOLLOW WATER DISTRICT 9 125 STANDARDS. SANITARY SEWER MAINLINE AND SIDE SEWERS CONSTRUCTION TO FOLLOW VAL VUE SEWER DISTRICT STANDARDS. WATER PLANS TO BE REVIEWED AND APPROVED BY WATER DISTRICT 125 PRIOR TO WATER CONSTRUCTION. SANITARY SEWER PLANS TO BE REVIEWED AND APPROVED BY VAL VUE SEWER DISTRICT PRIOR TO SANITARY SEWER CONSTRUCTION. REVISION R.N. PARNELL COMPANY Drawn by Checked by Approved by Scale CIVIL ENGINEERS— ENGINEERING' MANAGEMENT KEYSTAR, INC. 2100 116Th AVENUE NE BELLEVUE, WA 98004 425/451 -1400 KEYSTAR 9 LOT SHORT PLAT 3827 SOUTH 130Th STREET, TUKWILA, WA NEW PUBLIC ACCESS ROAD WATER - SANITARY SEWER- STORM SEWER PLAN AND PROFIL E 4422 18771-1 PL SE ISSAQUAH, WASHINGTON 98027 TEL: (425) 643 -3560 •0 Inch 111E I 1, 41' PI . Li Li :.1. JI d Z C ,' .IIIIIIIIIIIIIIIIIHIINIIIINIIIIIIIIIII1R ! Ill11IIIIIIIII1IIIIIIII111111IIIII1IIIIII111111IIIIIII1IIIIIIIII1IIIII111111 1I111111M11DII1gNlunl SHEET OF