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HomeMy WebLinkAboutPermit L07-030 - KELLY JENNIFER - ROYCE SHORT PLATROYCE SHORT PLAT 4037 S 146 ST L07 -030 November 30, 2007 Ms. Jennifer Kelly Duncanson Company 145 SW 155 St., Suite 102 Seattle, WA 98166 Dear Ms. Kelly: • City of Tukwila RE: Preliminary Short Plat Approval 4037 S. 146 St. L07 -030 • Department of Community Development Steve Lancaster, Director The Short Subdivision Committee has completed their review of the above - referenced short plat application. Based on the City's review of your short plat submittal, short plat preliminary approval is granted subject to the conditions stated below. There are three basic steps in the approval process, Preliminary Approval, Final Approval and Recording. These three steps and their requirements are described as follows: I. Preliminary Approval Preliminary approval is granted for site layout shown on the survey document dated September 19, 2007 prepared by Duncanson Company and the Grading, Utilities and Access (Civil Plan) prepared by Duncanson Company dated May 17, 2007, revised September 11, 2007. Steven M. Mullet, Mayor Brandon -M Page 1 11/28/2007 H: \Short Plats \Royce Short Plat, L07- 030 \PRE - APPROVAL LETTER.doc Last printed 11/28/2007 2:03:00 PM 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Conditions of Preliminary Approval Common Improvements 1 • 1. Prior to final approval, the applicant shall provide an access easement document/shared maintenance agreement for the shared driveway which will be utilized by the existing home and proposed new home on proposed lot "B ". The agreement needs to also specify maintenance responsibility for the retaining wall located on the west edge of the private lane. 2. Before final approval, the applicant shall provide easement/shared maintenance agreement for the storm drainage system on the property. 3. Prior to final approval of the short plat application a Fire Hydrant meeting Fire Department requirements shall be installed in the public right of way of S. 146 Street. 4. The applicant shall install the private access drive shown on the civil plans. The drive shall be installed prior to final approval and meet the requirements of the City's Public Works Department and Fire Department. 5. The retaining wall located on the west edge of the private access drive shall be less than four feet tall. 6. An address post, listing the addresses for both lots one and two shall be installed along S. 146 Street. 7. The storm drainage system which is shown on the preliminary civil plans dated May 17, 2007 and revised September 11, 2007 shall be installed prior to final approval of the short plat. 8. The applicant is responsible for obtaining all required permits for all infrastructure improvements. 9. Prior to final approval the applicant shall submit a Traffic Concurrency application to the City's Public Works Department. Appeals This short plat approval or any condition placed in decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat is permitted. If no valid appeals are filed within the time limit the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision (11/28/07). The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1. The name of the appealing party. Brandon -M Page 2 H: \Short Plats \Royce Short Plat, L07- 030 \PRE - APPROVAL LETTER.doc Last printed 11/28/2007 2:03:00 PM 11/28/2007 • • 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision. The Notice of Appeal shall state specific errors of fact or errors in application of the law in the decision being appealed; the harm suffered or anticipated by the appellant, and the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. Final Approval The next step is to install the necessary improvements and submit the necessary short plat documents in compliance with the conditions of approval. After the documents have been found to be in order and all requirements of the short plat have been met, the Chairman of the Short Subdivision Committee signs your short plat final plat which constitutes a grant of final approval. Please note that it will take up to four to six weeks to review the final short plat documents. You must ensure that all necessary documents are submitted to the City in adequate time to allow staff to review the final plat materials before expiration of the short plat. All inspections relating to public works improvements must be completed by the time of final approval. Required Documents for Final Approval 1. A new title report will be required when you submit for final approval. The title report must be dated within 45 -day of submitting for final approval and must show that the individuals on the signature blocks have title to the property subject of the short plat application. 2. Four copies of the final plat must be submitted. One of the copies must bear original signatures of the property owners and surveyor. Additionally, this copy must include the surveyor's original stamp. DO NOT FOLD THE FINAL SHORT PLAT MAP. 3. Copies of all common easements for the short plat. Ensure that the documents comply with King County Recorder's requirements. Brandon -M Page 3 H: \Short Plats \Royce Short Plat, L07- 030 \PRE - APPROVAL LETTER.doc Last printed 11/28/2007 2:03:00 PM 11/28/2007 Survey Documents 1. The final short plat document shall meet the recording requirements of the King County Recorder's Office. 2. The original notarized signatures of all property owners must be on the face of the plat. 3. All lots shall be assigned an address and shown on the final plat. The address are as follows: Lot 1: 4035 S. 146 Street Lot 2: 4037 S. 146 Street 4. Show all new easements on the short plat. 5. Add the following note on the short plat, "Access to lot one shall be via the private access easement described with this plat. Lot one shall have no right to install a separate driveway which connects directly with S. 146 Street." Recording It is your responsibility to record the City approved short plat documents with the King County Department of Records. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded originals to the City within four to six weeks at which time your short plat is considered complete and you can obtain individual building permits for each lot. You can shorten this process by hand delivering a copy of the recorded short plat to the Department. Do not fold or bend the final short plat map that will be recorded with King County. Expiration The final short plat must be filed with the King County Department of Records by November 28, 2008, exactly 12 months from the date of this preliminary approval or the application will expire. Please keep this date in mind in the coming months. The City is in no way obligated to remind you of this expiration date. The City may grant one extension of not more than twelve months. The request for an extension must be made in writing and must be submitted to the City prior to the expiration of the short plat. If the short plat approval expires, subsequent development permits that are related to the short plat shall also expire and any vesting will be lost. If you have any questions, please call Brandon Miles at (206) 431 -3684 or send an email to bmilesci.tukwila.wa.us. Brandon -M Page 6 / 11/28/2007 H: \Short Plats \Royce Short Plat, L07- 030 \PRE - APPROVAL LETTER.doc Last printed 11/28/2007 2:03:00 PM Sincer ck Pace, Director Chair, Short Plat Committee • • cc. Jim Morrow, Public Works Director (initial y ur approval Nick Olivas, Fire Chief (initial your approval - Ftir Don Tomaso, Fire Marshal Dave McPherson, Public Works Engineer Brandon J. Miles, Senior Planner File (L07 -030) Brandon -M Page H: \Short Plats \Royce Short Plat, L07- 030 \PRE - APPROVAL LETTER.doc Last printed 11/28/2007 2:03:00 PM 11/28/2007 September 20, 2007 Dear Mr. Miles: DUNCANSON Company, Inc. Mr. Brandon Miles City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Resubmittal of Royce Short Plat File No. L07 -030 We have completed revisions of our plans per your review comments letter, dated July 26, 2007. Our response to each item addressed in that review comments letter is on the following pages: Planning Division ofDCD 1. A single family home (D06 -334) is currently being constructed on the property. Revise the short plat map to show the location of the structure. House under construction added as requested. 2. It would seem more appropriate to locate the five foot utility easement beneath the access easement instead of a standalone easement. Note that structures do not have to maintain a setback from the access easement. We have relocated the road to be 3' easterly of the western property line within a 25' access and utility easement. The following comments will eventually need to be addressed prior to final approval and do not need to be addressed prior to preliminary approval: 1. Remove the term "Dedication" on sheet 1 of 2. The term should be "Owner's Declaration ". Modified as requested. 145 SW 155th Street • Suite 102 • Seattle, Washington 98166 Pbone 206.244.4141 • Fax 206.244.4455 • Web www.duncansonco.com I rIVII FnIC_INFFRIN(_ • Lui DCI 06711 � r- 'r rr- CONIh9iliv, i O eNT 1' Mr. Brandon Miles 09/19/07 Page 2 i 2. Add the following note to the short plat: "The City of Tukwila has no responsibility to build, improve, maintain or otherwise serve the private road or stormwater facilities located within this short plat area." Note added as requested (NOTE 1). 3. Add the file number, L07 -030, to both sheets. Modified as requested. 4. Dash in the required setbacks for both lots. The setbacks are 20 feet from the front, ten from the rear, and five from the sides. Modified as requested. Public Works Department 1. Number all pages of your TIR. Clarify item #1 of your TIR, "Discharge at the Natural Location ". The TIR notes, "A detention tank and pump will facilitate routing the stormwater to the existing tightline system in South 146` Street... ", however, no vault is shown on the plans. All pages of the TIR have been numbered accordingly. Item #1 in the TIR has been clarified. 2. The house with driveway that is currently under construction shall be treated as a proposed condition in your TIR. Only previous 650 square foot house and the existing driveway shall be counted as existing impervious site condition. The calculations have been revised accordingly. 3. Redlines are attached, revise TIR and plans accordingly. Per my phone conversation with Joanna Spencer 09/05/07: The following note has been added to the engineering plan and the short plat map: SIDE SEWER FOR FUTURE RESIDENCE ON LOT 2 MAY REQUIRE GRINDER PUMP & FORCE MAIN, DESIGN CALCULATIONS BY A LICENSED ENGINEER WILL BE REQUIRED. The perforated stub out connection call out has been revised to specify dimensions = 2'x10'. Mr. Brandon Miles 09/19/07 Page 4 Harold Duncanson President Enclosures Please give me a call if you have any questions or comments. Sincerely, Duncanson Company, Inc. • I y L +i ` sT IS M _7 � 9D ® ►4YA'WWT Fecirroa, nw►,4 ciscao+zt s ?rro4 - B' two "IL gem To 0Eg4,Movca Date: REVISIONS c! shall be made to the scope c : without prior approval of Tutwila Building Division. NOTE: Revisions will require a new plan submittal and may Include additional plan review tees. G �5d e +.� Sew 0IQA-NGL SCA -r■. ; 1 a 3 SITE AtZZESS : "Iasi S. it.l(o + ST rAKL.,�LLA c..JA 989/.8 T. ?. *- oc tl a ck - o9 30 ow Iv tic AA�oN ROYCE 1L 3j sw 3s I :r S T FO-0t7tAL WAY , L.A. 980 .13 FILE COPY Permit Na 12/2hz314+ Plan review approval Is subject to errors and omission. Approval of construction documents . does not authorize the violation of any accepted code or ordinance. Receipt of approved Field Co and d condid ns is acknowledged; By k- -r City of 1Ukwila BUILDING DIVISION CO al 3 I t E U t LU 0 (w6 N r al."( " /8di 5F 5 REVIEWED FOR ODE COMPLIANCE A 000m/co OCT 1` 7 2006 Citf#Of Tukwila BUILIDINC DIVISION July 26, 2007 Brandon Miles Joanna Spencer Don Tomaso Bob Benedicto Plans Reviewed Planning Division of DCD City of Tukwila Department of Community Development Ms. Jennifer Kelly, EIT Duncanson Company 145 SW 155 St., Suite 102 Seattle, WA 98166 Planning Division of DCD Public Works Department Fire Department Building Division of DCD • CYc1 L l - 6 RECEIVE JUL 3 0 2007 Thi nanson ote nisy, Inc 14% sw �sss C s� # 102 eaauf� WA 98166 RE: Royce Short Plat Application L07 -030 Dear Ms. Kelly: The City has completed its review of the five lot short plat at 4037 S. S. 146 Street. The following is the development review team for this land use application: (206) 431 -3684 (206) 433 -0179 (206) 575 -4404 (206) 431 -3670 Steven M. Mullet, Mayor Steve Lancaster, Director Each Departments comments are listed separately below. For questions related to this letter, the short plat process, and resubmitting please address those directly to myself. For technical questions regarding a specific Departments comments, please address those directly to the appropriate individual. • Preliminary Short Plat Civil Plans, prepared by Duncanson Company, dated May 17, 2007, received by the City on May 17, 2007. • Short Plat Survey, prepared by Duncanson Compnay, dated May 14, 2007, received by the City on May 17, 2007. 1. A single family home (D06 -334) is currently being constructed on the property. Revise the short plat map to show the location of the structure. 2. It would seem more appropriate to locate the five foot utility easement beneath the access easement instead of a standalone easement. Note that structures do not have to maintain a setback from the access easement. REC.'.! OEVELOP � 2nn C,,,,# nnrn« D .•M.• «a C... A1/111 T..1....:J id/ 1,:« 110100 - DA....... 011E A)1 Shan - r -. -_ not A71 ecct P Public Works Department Fire Department Sincerely, Br'Jindon J. Iles Assistant Planner cc. Joanna Spencer, Public Works File (L07 -030) The following comments will eventually need to be addressed prior to final approval and do not need to be addressed prior to receiving final approval: 1. Remove the term "Dedication" on sheet 1 of 2. The term should be "Owner's Declaration ". 2. Add the following note to the short plat, "The City of Tukwila has no responsibility to build, improve, maintain or otherwise serve the private road or stormwater facilities located within this short plat area ". 3. Add the file number, L07 -030, to both sheets. 4. Dashed in the required setbacks for both Tots. The setbacks are 20 feet from the front, ten from the rear, and five from the sides. 1. Number all pages or your TIR. Clarify Item #1 of your TIR, "Discharge at the Natural Location ". The TIR notes, "A detention tank and pump will facilitate routing the stormwater to the existing tightline system in S. 146 Street.... ", however, no vault is shown on the plans. 2. The house with driveway that is currently under construction shall be treated as a proposed condition in your TIR. Only previous 650 square foot house and the existing driveway shall be counted as existing impervious site condition. 3. Redlines are attached, revise TIR and plans accordingly. 1. The Fire Department has approved your request for a reduced turn around. 2. Ensure that adequate ground clearance is provided to rescue windows for proposed homes. Calculate a 70 degree climbing angle. Your next step is to address these comments and submit the revisions to the City. If you have any questions, please call (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. Enclosures (Redline sheet 2 of 2 of Short Plat Survey, Redline of sheet 1 of 1 of Preliminary Civil Plans, redlines of Preliminary TIR, and site map for demolition permit (D06 -374) submitted to the City) June 7, 2007 City of Tukwila Steven M. Mullet, Mayor Fire Department Nicholas J. Olivas, Fire Chief Jennifer Kelly, EIT 145 SW 155 Street, Suite 102 Burien, WA 98166 RE: Royce Short Plat, L07 -030 Jennifer, I'm in receipt of your March 30' 2007 letter requesting relief from the Hammerhead Turn - Around requirements and have made the following determination. Two legs of the Hammerhead can be reduced to no less than 35' in length, not including the radius portion of the turn - around. If you have any further questions please contact me at 206 - 575 -4407. B /C. Don Tomaso Fire Marshal City Of Tukwila dtomaso @ci.tukwila.wa.us Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 k March 30, 2007 Fire Marshal Don Tomaso City of Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188 Dear Fire Marshal Tomaso: Jennifer Kelly, EIT DUNCANSON Company, Inc. Subject: Royce Short Plat — Hammerhead Relief Request I am writing to request relief from the normal hammerhead requirements for the Royce Short Plat, located at 4037 South 146 Street. We propose a reduced hammerhead in lieu of the normal hammerhead requirements. Please give me a call at (206) 244 -4141 if you have any questions. Sincerely, Duncanson Company, Inc. 145 SW 155th Street • Suite 102 • Seattle, Washington 98166 Phone 206.244.4141 • Fax 206.244.4455 • Web www.duncansonco.com DCI 06711 June 5, 2007 Ms. Jennifer Kelly, EIT 145 SW 155 St, Suite 102 Seattle, WA 98166 Subject: Royce Short Plat L07 -030 Dear Ms. Kelly: Your application for a two lot short plat is considered complete on June 5, 2007 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. I will be contacting you soon to discuss this project. If you wish to speak to me sooner, feel free to call me at (206) 431 -3684. Sincerely, don les Assistant Planner cc. L07 -030 • Cizy of Tukwila • NOTICE OF COMPLETE APPLICATION Page 1 06/05/2007 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Telephone: (206) 244 -4141 Fax: (206) 244 -4455 E -mail: survey @duncansonco.com Legal Description Storm Drainage Easement • • Duncanson Company, Inc. 145 SW 155 Street, Suite 102 Seattle, Washington 98166 A Storm Drainage Easement description for a tract of land located within the County of King, State of Washington, more particularly described as follows: The east half of Lot 14, Block 7, Adams Home Tracts, according to the plat thereof, recorded in Volume 11 of Plats, Page 31, in King County, Washington. Easement being more particularly described as follows: Beginning at a point on the east line of said east half which lies South 01 °06'23" West 170.77 feet of the northeast corner thereof; Thence North 78 °51'00" West 16.25 feet; Thence North 67 °16'05" West 32.21 feet; Thence North 87°18'16" West 18.43 feet to the west line of said east half; Thence along said west line, South 01 °06'30" West 10.00 feet; Thence South 87 °18'16" East 16.38 feet; Thence South 67 °16'05" East 31.45 feet; Thence South 78 °51'00" East 19.03 feet to said east line; Thence along said east line, North 01 °06'23" East 10.16 feet to the Point of Beginning. Containing 669 square feet, more or less. CONINiU cry DEVELOP ili Mali DRAWN: JMB SCALE: DATE: 09/19/07 1"=30' PROJECT: 06711 SO106'30 "W 10.00' z (,T, ° O / I/ 1 o w o csc„ 10.16' NO1 '06'23'E DUNCANSON Company, Inc. CIVIL ENGINEERING • SURVEYING • LAND PLANNING 105 SW 1551h Street, Ste. 102 • Seattle. Washington 98166 Phone: (206) 244 -4141 Far (206) 2444455 SHEET: 1 WEST LINE OF EAST HALF OF LOT 14, BLOCK 7 ADAMS HOME TRACTS - VOL. 11 /PLATS, PG. 31 RECORDS OF KING COUNTY, WASHINGTON SO1 '06'23 "W 170.77' EAST LINE OF LOT 14, BLOCK 7 ADAMS HOME TRACTS - VOL. 11 /PLATS, PG. 31 RECORDS OF KING COUNTY, WASHINGTON ROYCE SHORT PLAT TUKWILA PERMIT #L07 -030 STORM DRAINAGE EASEMENT EXHIBIT • • Legal Description Access and Utilities Easement • • Telephone: (206) 244 -4141 Fax: (206) 244 -4455 E -mail: survey @duncansonco.com An Access and Utilities Easement description for a tract of land located within the County of King, State of Washington, more particularly described as follows: The east half of Lot 14, Block 7, Adams Home Tracts, according to the plat thereof, recorded in Volume 11 of Plats, Page 31, in King County, Washington. Easement being more particularly described as follows: Beginning at the northwest corner of said east half; Thence along the north line thereof, South 87 °44'41" East 25.01 feet; Thence South 01 °06'30" West 128.04 feet to the beginning of a curve to the left, concave northeasterly, having a radius of 18.00 feet; Thence 27.91 feet along said curve through a central angle of 88°51'16"; Thence South 87 °44'46" East 16.54 feet; Thence South 02°15'19" West 20.00 feet; Thence North 87 °44'52" West 15.42 feet to the beginning of a curve to the left, concave southeasterly, having a radius of 18.00 feet; Thence 28.63 feet along said curve through a central angle of 91 °08'38 "; Thence South 01 °06'30" West 33.45 feet; Thence North 87 °48'50" West 25.00 feet to the west line of said east half; Thence along said west line, North 01 °06'30" East 217.53 feet to the point of beginning. Containing 6,257 square feet, more or less. Duncanson Company, Inc. 145 SW 155 Street, Suite 102 Seattle, Washington 98166 NO 1 '06'30 "E 217.53' • ti ti _o - P 33.45' 50106'30 "W 128.04' ■ S0106'30' W 8 • � / z r0 � ^ ' 20 00 �" - S021519 W "� 0 m DUNCANSON Company, Inc. CIVIL ENGINEERING • SURVEYING • LAND PLANNING 145 SW 15511, Stmt, Ste. 102 - Seattle, Warhington 98166 Phone: (206) 244-4141 Pa= (206) 244 -4455 DRAWN: JMB DATE: 09/19/07 SHEET: / SCALE: 1" = 30' PROJECT: 06711 o _ oo O --p � rTi ( ) -- -I ^, C u CA 7,:l M M EAST LINE OF LOT 14, BLOCK 7 —1 ADAMS HOME TRACTS - VOL. 11 /PLATS, PG. 31 RECORDS OF KING COUNTY, WASHINGTON WEST LINE OF EAST HALF OF LOT 14, BLOCK 7 ADAMS HOME TRACTS - VOL. 11 /PLATS, PG. 31 RECORDS OF KING COUNTY, WASHINGTON ROYCE SHORT PLAT TUKWILA PERMIT #L07 -030 ACCESS AND UTILITIES EASEMENT EXHIBIT Project: \Z") C S\n)i** 04 Address: Date - transmitted: 1 1 a ' Response requested by: Staff coordinator: \ ) 1 I I/ ( .) Date response received: TO: City of Tukwila Department of Community Development LAND USE PERMIT Building ❑ Planning Public Wor \rte o 2xs; c\..e_YKs:a L F� SQ?\ r►ku.rs c-c.sVA4" • 2) Q f ov;&a Ukc ' A c4 Mos 6L.a kg r it -G ❑ DRC review requested COMMENTS ❑ Plan submittal requested • File Number L0 - D3 a TING FORM Fire Dept. El Police Dept. ❑ Parks /Rec ❑ Plan approved Plan check date: v(t c ,C)1 Comment prepared byy: 03/14/04 Project: k„. f C - )\(1.)if rtes Address: 1 -/057 S /y, 5 Date transmitted: 1 11 rL 2 7 Response requested by: Stalt coordinator: \ , 91 I t/ ( .) Date response received: TO: City of Tukwila Department of Community Development LAND USE PERMIT ROUTING FORM Building ❑ Planning ( L\1 Public Works Fire Dept. ❑ Police Dept. ❑ Parks /Rec COMMENTS Apt I( c-tA - 11 11tiltot)i)10 fi VW PLO h ,/1'o c p ti 4AAAL Ye4w4: 7 5v. P P 421— II .0 (TRAFI CON cs c APPLic N Q�lO l s " / • - Eft t (() Sum trt..e_a "l p� -rte 1/14, / at /ref ❑ DRC review requested ❑ Plan submittal requested File Number L0 - D33 RECEIVED OCT 0 2 7007 TUKWILA PUBLIC WORKS ❑ Plan approved Plan check date: //_ 1 , _ _ Comments / S prepared by: �/ cwiaia4 Pro)ec {� i - -fE C 7\n)r 1'II �L Address: Date transmitted: 1 J 1 J 1 Response requested by: Staff coordinator: ` 91 I (1 . ) - Date response received: 1 • City of Tukwila Department of Community Development ❑ DRC review requested Plan check date: /4 1 . _ File Number -D33 D USE PERMIT ROUTING FORM ❑ Planning Public Works Fire Dept. ❑ Police Dept. ❑ Parks /Rec COMMENTS A 901 . 1( c.A\ H t� 1It P1»i Fl ❑ Plan submittal requested ❑ Plan approved Comments prepared by: Ai/ Prot rJ10 4 2 ' 12+ 04 Address: 4 Date transmitted: ( �, 7 Response requested by: Staff coordinator: , fi 1 �� Date response received: !- Planning Plan check date: City of Tukwila Department of Community Development Comments prepared by: Public Works Fire Dept. Update date: File Number - AND USE PERMIT ROUTING FORM Police Dept. !' Parks /Rec REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS �` (Attar additiona comment sheets and/or support materials as needed.) v / , F Project: n '` 2 16 141- Address: Date transmitted:Cp ( 1. 9 - ) Response requested by: Staff coordinator: J11 Date response received: TO: RECEIVE% City of Tukwila JUN 0 5 2007 Department of Community Development LAND USE RERMIT ROUTING FORM Building Planning orks COMMENTS TUKWILA PUBLIC WORKS File Number Fire Dept. '. Police Dept. !' Parks/Rec REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. 4''''''.' I (Atta h additions corment shee and/or support materials as needed.) , �u i� ,/ 3/30/20 (.c e37 �q�ld 7 7i . F L k 4P..., po...Je. S,,�vw�'1- 44 ri f ir dealt/6,- '74 ka, ( f 6 �N c ► a po 6/ y T2./z. l ; At - ©, c q N o �., ,,4 9 r te- o- � ... .v h,. - /2-0 arerQeu►4k,� pG /k gl , 0,, 3) kz -- hous / nod cc-14 Jett e0h CAC' 9t-, tjl/& 'f ' ciniii ik )144. b2CI(4. ef2cess- c N s e I E - 4 2 4 0 /- Sh - f be .� ®-.s 7d f <2.91-06'464-% :1,._ «.- 7•..e, Opt 4. ,, /.. ,�fl.<4 62 -0 ( -�- /19re4 - � s ��/y� denz.oGis (s ii L N i 4 , yadit uj .f e-urt# apkea "- 4K. y � ote .c,vz t i ,s/04 C2-e - 4a2,422 fiely.e,r1/, RPlan check date: Comments prepared by: ft2Q %Lao, Update ate: Project: IL 21.9�� Oh1- Address: Date transmitted:6 l 1 97 Response requested by: Staff coordinator: J'1I4 1 Date response received: Plan check date: City of Tukwila Department of Community Development LAND USE PERMIT ROUTING FORM TO: Building Planning Public Works COMMENTS IP File Number --, 3 J Fire Dep :2 Police Dept. FJ Parks /Rec REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each departments ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. (Attach additional co mment sheets and/or support materials as needed.) 4)6 4-- 2) Srov‘aa o�ac ,o Q1«4-15 -11 ail (`e.5 Cv -'bc R "'" Cia(•%)\6. Z 1 u C�,.� �,� o..432 • Comments prepared by: Update date: March 30, 2007 Fire Marshal Don Tomaso City of Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188 i /,ter,\ • DUNCANSON Company, Inc. Subject: Royce Short Plat — Hammerhead Relief Request Dear Fire Marshal Tomaso: I am writing to request relief from the normal hammerhead requirements for the Royce Short Plat, located at 4037 South 146 Street. We propose a reduced hammerhead in lieu of the normal hammerhead requirements. Please give me a call at (206) 244 -4141 if you have any questions. Sincerely, Duncanson Company, Inc. Jennifer Kelly, EIT 145 SW 155th Street Suite 102 • Seattle, Washington 98166 Phone 206.24 1.4141 • Ka: 206.24-1.4455 Web u ouwduncansonco.com CIVIL ENGINEERING DCI 06711 — L 4., ws-Erw M •DRLLT _A I SOUTH 146TH STREET _ ASP.4.7 NW 1/4 OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M PREUMNAM SHORT PLAT OF ROYCE SHORT PLAT NOTE: ALL ODSTMG DIPROVELTENTS 04 PROPOSED 101 WU BF RUM. NOTE: TOTAL EXPECTED CUT AND (ILL FOR SHORT KM INALDOLIE • 755 CY (TO BE BALANCED ON STE) GRAPHIC SCALE puma, wa.311 •)0.P.MwM-401,01 11 NKR - .• • • • DRAINAGE ESTI1 , P07017/PHONE/CATV/GAS-■ I • -FE MUCK ay PROVIDERS • • • ; . 2o' MUSS ' W EMT 47, 1 1'; 010 Or ACCESS • •0 221' FROM S. !MTH • • .11 • • 1k OT 2 SCE SENV1 NA REQUIRE 1 • A MN., PAIP • ECRU WAIN , 1 - I ",‘. ! • 10.239 SF 1 9.759 SF NET RECONSTRITC7 ODE SO. AS REOB • • 1 i iTT Ti9L LEGEND , :v0 MAN 1iL WATER SERNCE I '1 . V.411 )4,1,11 1.4 - 1 - - - I , • MnIALT — 1.0,1 10 1 R • 1 1 1 . L' • , I . $ • 0.0... PERFORATED ma MT CONNECTION. TYP. WE DRAINAGE ESIAT BUILDRIG SE1BACW UNE TP - ,01 1 1,17. -INT IMPERVIOUS SURFACES TOTAT, E05791G 6.467 ST - alta AC 707AL PROPOSEDi 11747 57 0.270 AC LEGAL DESCRIPTION • POI TITLE ORDER NO. 01407455 ISSUER BY 1100601:RIC5. DATED SEPTEMBER M. 2006, ME EAST HALF OF LOT a IN BLOCK 7 OF MANS HONE TRACTS. AS PER PUT RECORDED IN VOLUME 11 01 PLATS, PAGE 31, RECORDS OF KING COUNTY 81 N CIT RIK MLA, COUNTY SITE z EX. SECIFADRAIN EX. SEWER EA. wATER ETC °NAMARA FENCE EX .000 FENCE EX. SEX. ATANHOLE EX. CLEMENTE Ex, CA704 BASIN EX. STORM 1/ANNOLE EX 411100 POLE 16/AN0007 EX. NAIUSOX EX GAS MEIER LX CAS VALVE EX POWER POLE EX. WA. VALVE EX WATER ME. cx 1101 HYDRANT 014. (0246(01 APN ASSESSOR% PARCEL NUNBER S 14E. ST s 1.elm ST MATCH ST P/1 S 14401 ST VICPCY MAP 2X 0 17 CONTACT INFORMATION sn. EN0NEER/O2RVEYOR DUNCANSON COMPANY. INC. SW 15554 ,110t1, SUITE 102 SEATTLE. WA 95166 CCHITACT HAROLD DUNCANSON. P.F. (205) .46.-4141 APPLICANT: NEW PARADIGM DEVELOPMENT GROUP. LL.0 45 WALUCE WAY SEQUIN, WA 95362 CONTACT: AARON ROYCE (253) 212-7196 LITILITES/SERVICES 4037 SOU1N 140111 STREET TU74647. WA AM% APIA 0040000930 44167 0020 COUNTY WATER OISTRICT 4125 2456 SOWN 1501N STREET 024 WA 98186 (206) 242-9547 VAT VL1E SEWER DISTRICT 14515 MILITARY ROAD SOUD1 TUKWILA, WA .165 (20e) 242-3230 TUKYALA FIRE DEPARTMENT HEADQUARTERS sTnnoto 51 444 ANDOVER PARK EMT FIRE SCHOOL: TELEPHONE: GAS. PUCET SOUND PIER. i-esco-321-•12.1 TREE LEGEND AND RETENTION NOTES DECIDUOUS TREE 0 4010 L ERuNK DIAMEEEP (10) TYPE 20 EASEMENT 70016100 50400. 4106 1 1/111 07 Et/ 9E168 DIVEST SEATTLE OTT LICHI (ton) e04 —TO BE REI0NE0 EVERGREEN TREE CEMSEDAR OF-DOUGLAS FIR 0100616 HEMIERLOCK EVG-E.CREEN —TO BE RET.NED NOTE 1102 ORIP WES ARE NOT TO SCALE TREE snafus REFERENCE TRUNK LOCADON ONLY. TRUNK OIMETERS WERE APPROXIMATED AT 3.1 TO ABOVE GROUND LEVEL TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST DENOmARK 451 04C17-5 VESOOT BRASS DISK 14 NORIN MEAN, OF TC 14401 STREET OvERPASS 0106 1-5. 620 EAST CE THE NCRENAEST CORNER THEKOF. ELEY- 16125 FEET ALNALDER DPMAPLE 05-0E001UOUS imMTADRON• 04-0. CRACHERRY CAUTION! UNDERGROUND L1111.111ES EMST 04 EHE AREA ARO unun INFORMATION 0107.4 MAY BE 44CONPLETE SEATE LAW REQUIRES 114A7 CONTRACTOR CONTACT THE CNE-CALL UTIUTY LOCATE SEMICE AI LEAST 45 HOURS BEFORE STARTING ANY CCNSTRUCTION. 1-800-424-5555 PRIVATE ACCESS DRIVE SECTION 0 NTS • AL, 1.7111 OUNCANSON WSW MO.., Sae MI Sam Wars W. Nem 20.44141 0.1 301.2.1.1 z 0 8 8 DRA704: JMK DO NO 06711 DATE: 05/17/07 I I P P1 1 OF 1 SHEETS .' t SHORT PLAT NO. if / CITY OF TUKWILA, WASHINGTON DEDICATION IGNOW ALL MEN BY THESE PRESENT, THAT WE, THE UNDERSIGNED, OWNER(S) S W FEE SIMPLE OF THE LANG HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND ACKNOWLEDGE THAT SAID SUBDIVISION SHALL NOT BE FURTHER DIVIDED IN ANY MANNER WITHIN A PERIOD OF FIVE YEARS, FROM DATE OF RECORD, WITHOUT THE FILING OF A FINAL PLAT. THE UNDERSIGNED FURTHER DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SAID SHORT SUBDIVISION AND THE SAME IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WNNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. FOR NEW PARADIGM DEVELOPMENT GROUP, LLC RICHARD B. ROYCE KRISTINA S. ROYCE STATE OF WASHINGTON COUNTY OF KING ON THIS DAY OF PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE INDIVIDUAL WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED THE SAME AS THEIR VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 2007. STATE OF WASHINGTON COUNTY OF KING ON T11I3 DAY OF PERSONALLY APPEARED BEFORE ME , TO ME KNOWN TO BE INDIVIDUAL WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED THE SAME AS THEIR VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 2007. STATE OF WASHINGTON COUNTY OF KING SIGNATURE: NAME OF COMMISSIONED: MY COMMISSION EXPIRES SIGNATURE: NAME OF COMMISSIONED: DATE DATE DATE TITLE: TITLE: MY COMMISSION EXPIRES ON THIS DAY OF PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE INDIVIDUAL WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED THE SAME AS THEIR VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 2007. SIGNATURE: NAME OF COMMISSIONED: TILE: MY COMMISSION EXPIRES: to 0 FOUND TACK IN LEAD IN CONC. IN CASE DOWN 0.8' AT THE NW COR 22 -23 -04 JULY, 2005 FOUND COPPER TACK IN 5/8" REBAR & CAP IN CASE, DOWN 0.5' JULY, 2005 FOUND 3" BRASS DISK WITH "X" IN CASE DOWN 0.9' AT THE W 1/4 COR 22 -23 -04 COUNTY TREASURERS CERTIFICATE I CERTIFY THAT ALL PROPERTY TAXES ARE PAI0 AND THAT A DEPOSIT HAS BEEN MADE IN SUFFICIENT AMOUNT TO PAY THE TAXES FOR THE FOLLOWING YEAR THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION; AND THAT ALL SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY HEREIN DEDICATED AS STREETS, ALLEYS OR FOR OTHER PUBLIC USE ARE PAID IN FULL . T1110 DAY OF 20 DEPUTY KING COUNTY TREASURER KING COUNTY ASSESSOR RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CITY OF TUKWILA THIS DAY OF 20 AT MINUTES PAST M AND RECORDED IN VOLUME _ OF PLATS, ON PAGE RECORDS OF KING COUNTY, WASHINGTON. DEPUTY DIRECTOR KING COUNTY DEPARTMENT OF RECORDS AND ELECTIONS DIRECTOR, KING COUNTY DEPARTMENT OF RECORDS AND ELECTIONS CERTIFICATE OF CONFORMANCE THIS SURVEY WAS PERFORMED WITH A TOPCON GPT - E 3005-LW L ELECTRONIC THEODOLITE READING DIRECT TO 5 SECONDS OF ARC AND MEASURING DISTANCE f(3 +(2PPM X D)) MM. NGS BASEUNE COMPARED NOVEMBER, 2006, THIS SURVEY MEETS THE MINIMUM STANDARDS SET FORTH IN WAC 332 -130. PROCEDURAL STATEMENT THE RELATIVE POSITIONS SHOWN ON THIS SURVEY REPRESENT A GPS NETWORK AND FIELD TRAVERSE AND ARE REPORTED TO A RELATIVE ACCURACY THAT MEETS OR EXCEEDS A TOLERANCE OF 1:20,000. c1 1 ' 497.81 498.01(P) ��273.37' C T - F 273.51(P)) .. c, 'I� u 1 1 Ia m „ S o N u o B ETR TS I N G_ i tom O M Z. e 6 Iml < z I (n / 193. (P) )1I z 577.27.(0) 577.0'(') _,J 193.31'(C._ i 1287.64 1288.0'(') 203 0 ICO 21:0 N N87'44'41 - W 2650. BASIS I 26 BEARING S GT 146TH STREET _____F 20' 1287.31'(0) 1288.0TP) 1---- - - 128.73" C 28.8(') 9 87'48'50'W 1 287.48'(0) 1288.0 6 T S 148TH STREET GRAPHIC SCALE (w eeer ) 1 Lech • 200 rt COUNTY ASSESSOR'S APPROVAL EXAMINED AND APPROVED BY THE DEPARTMENT OF ASSESSMENTS THIS DAY OF 20 DEPUTY KING COUNTY ASSESSOR KING COUNTY ASSESSOR TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COMMITTEE AND HEREBY CERTIFIED FOR FILING THIS DAY OF 20 CHAIR, SHORT SUBDIVISION COMMITTEE 1 DUNCANSON CIVIL ENGINEERING • SURVEYING • LAND PLANNING I J SW ISM S9wt S. DA Swat. wiuMsvert 9816E POW (2EE) 2444141 Far (206)]44-4453 OWN. BY JMBIMC CHKD. BY JMB DATE 05/14@007 SCALE 1 • 200' BASIS OF BEARING BASIS 07 ARIN : NORTH 7'44'4 ' THE MONUMENTED BE G 0 8 1 WEST ALONG E ONU ENTED CENTERUNE OF S 146TH ST. BETWEEN 42ND AVE. S AND THE WEST LINE OF 22- 23 -04, REFERENCED TO NADB3. BASED ON STATIC GPS OBSERVATIONS FROM WSDOT HC17 -5. ALL DISTANCES SHOWN HEREON ARE GROUND VALUES USING A COMBINED SCALE FACTOR OF 1.0000113133. REFERENCES ADAMS HOME TRACTS, VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY. WASHINGTON LEGEND (M) (C) (7) JOB NO. 06711 SHEET 1 OF 2 FOUND 2" BRASS DISK `MTH PUNCH IN CONC. IN CASE, DOWN 0.6' JULY, 2005 FOUND 2" BRASS DISK WITH PUNCH IN CONC IN CASE, DOWN 0.7' - 386.19'(C) 386.4'(') LOT 10 !8.7.91. LOT 16 as (/J rn N � �6I n Ili 10 D 128.8'(7) 3 v nh � v Z - 1 N8T48'S0 "W� b1 W 86.24'(0) n Q w w 386.4'(') ) 'A U 0 1.22 o LOT 21 o LOT 20 v vI e n � zz zz P N ' 128.8'0 , j, 386.4'(') Z �' � F _ - 128.76'(C,_ 386.29'(0) 20' FOUND MONUMENT IN CASE, AS NOTED CALCULATED POSITION ONLY, NOT SET DATA PER FIELD MEASUREMENT DATA PER CALCULATED VALUE DATA PER PLAT OF ADAM'S HOME TRACTS SURVEYOR'S CERTIFICATE I JONATHAN M. BECKER, PLS , REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON, CERTIFY THAT THIS PLAT 13 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. TUKWILA SHORT PLAT NEW PARADIGM DEVELOPMENT GROUP, LLC SHORT SUBDIVISION MAP NE 1/4 of NW 1/4, S. 22 T. 23 N., R. 04 E., W.M. 8 eV SHORT PLAT NO. if CITY OF TUKWILA, WASHINGTON DEDICATION KNOW ALL MEN BY THESE PRESENT, THAT WE, THE UNDERSIGNED, OWNER(S) W FEE SIMPLE OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND ACKNOWLEDGE THAT SAID SUBDIVISION SHALL NOT BE FURTHER DIVIDED IN ANY MANNER WITHIN A PERIOD OF FIVE YEARS, FROM DATE OF RECORD, WTIHOUT THE FILING OF A FINAL PLAT. THE UNDERSIGNED FURTHER DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SAID SHORT SUBDMSION AND THE SAME 15 MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. FOR NEW PARADIGM DEVELOPMENT GROUP, LLC RICHARD B. ROYCE KRISTINA S. ROYCE STATE OF WASHINGTON COUNTY OF KING ON THIS DAY OF PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE INDIVIDUAL WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED THE SAME AS THEIR VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 2007. STATE OF WASHINGTON COUNTY OF KING ON THIS DAY OF PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE INDIVIDUAL WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED THE SAME AS THEIR VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 2007. STATE OF WASHINGTON COUNTY OF KING SIGNATURE. NAME OF COMMISSIONED: MY COMMISSION EXPIRES' SIGNATURE: NAME OF COMMISSIONED: DATE DATE DATE TITLE: TITLE: MY COMMISSION EXPIRES ON THIS DAY OF PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE INDIVIDUAL WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED THE SAME AS THEIR VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 2007. SIGNATURE: NAME OF COMMISSIONED: TITLE: MY COMMISSION EXPIRES 0 a n FOUND TACK IN LEAD IN CONC. IN CASE DOWN 0.8' AT THE NW COR 22 -23 -04 JULY, 2005 FOUND COPPER TACK IN 5/8" REBAR Ac CAP IN CASE, DOWN 0.5' JULY, 2005 FOUND 3" BRASS DISK WITH "X" IN CASE DOWN 0.9' AT THE W 1/4 COR 22 -23 -04 COUNTY TREASURERS CERTIFICATE I CERTIFY THAT ALL PROPERTY TAXES ARE PAID AND THAT A DEPOSIT HAS BEEN MADE IN SUFFICIENT AMOUNT TO PAY THE TAXES FOR THE FOLLOWING YEAR; THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION; AND THAT ALL SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY HEREIN DEDICATED AS STREETS, ALLEYS OR FOR OTHER PUBLIC USE ARE PAID IN FULL . THIS DAY OF 20 DEPUTY KING COUNTY TREASURER KING COUNTY ASSESSOR RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CRY OF TUKWILA THIS DAY OF 20 AT MINUTES PAST M AND RECORDED IN VOLUME _ OF PLATS, ON PAGE_ RECORDS OF KING COUNTY. WASHINGTON DEPUTY DIRECTOR, KING COUNTY DEPARTMENT OF RECORDS AND ELECTIONS DIRECTOR, KING COUNTY DEPARTMENT OF RECORDS AND ELECTIONS CERTIFICATE OF CONFORMANCE THIS SURVEY WAS PERFORMED W1TH A TOPCON GPT 3005 -LW ELECTRONIC THEODOLITE READING DIRECT TO 5 SECONDS OF ARC AND MEASURING DISTANCE ±(3+(2PPM A 0)) MM. NGS BASELINE COMPARED NOVEMBER, 2006. THIS SURVEY MEETS THE MINIMUM STANDARDS SET FORTH IN WAC 332 -130. PROCEDURAL STATEMENT THE RELATIVE POSITIONS SHOWN ON THIS SURVEY REPRESENT A GPS NETWORK AND FIELD TRAVERSE AND ARE REPORTED TO A RELATIVE ACCURACY THAT MEETS OR EXCEEDS A TOLERANCE OF 1:20,000. I co BASIS OF BEARING _ N8T44'41 "W 2650.10'(M) 2 650.13'(C• -TO SECT. UNE) f 20' '1 497.81 ' (C ) 498.0'(') - T2 ,i.- ^ � - - --1 r ° a � �.5 • (P) a 1287.3,(C) 1288.0'(') e °. ^ im v a � S r HOM 1 ' l 6D c u ° Boo' E -�L m Ism c ' ImI w o a Z r 193.8 (7) z I _I 577.27(C) 577.0'(') _. J 14J.31'(C) l�l ._ � r - - 1287.64'(C) 1288.0'(') N87'48'50 "W 1 287.481C) 1288.0'(P) B 0M TTRCT S N87'52'59 "W 2648.25'(C) - S 148TH STREET GRAPHIC SCALE 200 400 000 ( 04 FEET) 1 inch - 200 ft COUNTY ASSESSOR'S APPROVAL EXAMINED AND APPROVED BY THE DEPARTMENT OF ASSESSMENTS THIS DAY OF 20 DEPUTY KING COUNTY ASSESSOR KING COUNTY ASSESSOR TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COMMITTEE AND HEREBY CERTIFIED FOR FILING THIS DAY OF 20 CHAIR SHORT SUBDIVISION COMMITTEE OWN. BY JMB/MC CHKO. BY JMB BASIS OF BEARING BASIS OF BEARING: NORTH 87'44'41' T ALONG THE M N M N WES E 0 U E TED CENTERUNE OF S 146TH ST. BETWEEN 42ND AVE. S AND THE WEST LINE OF 22- 23 -04, REFERENCED TO NAD83. BASED ON STATIC GPS OBSERVATIONS FROM WSDOT HC17 -5. ALL DISTANCES SHOWN HEREON ARE GROUND VALUES USING A COMBINED SCALE FACTOR OF 1.0000113133. REFERENCES ADAMS HOME TRACTS, VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON 46TH STREET LEGEND DUNCANSON CIVIL ENGINEERING • SURVEYING • LANG PLANNING 1 5 SW 1554 10..5. 105 5aay W,44 . 98160 Mane (210)2444141 F¢ 2012444453 ® FOUND MONUMENT IN CASE, AS NOTED • CALCULATED POSITION ONLY, NOT SET (M) DATA PER FIELD MEASUREMENT (C) DATA PER CALCULATED VALUE (7) DATA PER PLAT OF ADAM'S HOME TRACTS SURVEYORS CERTIFICATE 1 JONATHAN M. BECKER. PLS , 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. JOB NO. 06711 SHEET 1 OF 2 DATE 05/14/2007 SCALE 1 ' = 200' 386.4'(P) 13 L OT 16 LOT aV n (n m N � 0'W • N87'48' '() O I � W T nlV .n ° n n v Z .75' S LLJ ,21288.8'(') C 386.24'(C) H ( w Q w 386.4'(') a LOT 22 o L OT (P o Lp7 20 _ I c, �?o O O N N O z 128.8'(') ' 386 4'(P) ▪ o J� - 21 76'(CX,..- 29'(C) 28.8'(7) N a a 20'J FOUND 2" BRASS DISK WITH PUNCH IN CONC. IN CASE, DOWN 0.6' JULY, 2005 FOUND 2" BRASS DISK MATH PUNCH IN CONC. IN CASE, DOWN 0.7' 0 z N TUKWILA SHORT PLAT NEW PARADIGM DEVELOPMENT GROUP, LLC SHORT SUBDIVISION MAP NE 1/4 of NW 1/4, S. 22 T. 23 N., R. 04 E., W.M. • Preliminary Technical Information Report Royce Short Plat Prepared: May 15, 2007 DCI Project: 06711 Duncanson Company, Inc. 145 SW 155 Street, Suite 102 Seattle, Washington 98166 (206) 244 -4141 DP y /1r' n-a_ ri LD10 RECEIVED MAY I 7 ; :. ;i i i COMMUNiT:' DEVELOPMENT RECEIVED JUN 0 5 2007 TUKWILA PUBLIC WORKS S itow fA.-1-LA.re coNii■AUm DEVELOPra-14' 10. USDA Soils Survey See Figure 1.4. Soils noted as Ae or Agc — Alderwood Gravelly Sandy Loam and identified as Till soils; no problems have been identified. 11. Wetlands Inventory No wetlands or sensitive areas noted in the study area. 12. Migrating River Studies Not applicable. 13. City of Tukwila Storm Drain Asbuilts We referenced City of Tukwila Public Works Department asbuilts for 42 ' Avenue South storm drainage improvements to complete our drainage system descriptions in Task 4 below. Task 3 - Field Reconnaissance A field reconnaissance was conducted on March 29, 2007. Weather conditions were sunny and dry. There was a ditch onsite with standing water; no flooding or erosion problems were observed. All runoff from the site and its contributory upstream area appear to be draining into the tightline system in 42 Avenue South preceding the regional detention facility. Task 4 - Drainage System Description And Problem Screening Stormwater from the site currently sheet flows easterly over neighboring properties and enters the existing tightline system in 42 Avenue South preceding the regional detention facility. The regional detention pond is approximately 2,115 feet downstream of the site exceeding the '/4-mile downstream analysis point. See Figure 3.1— Offsite Analysis Map. Component A —' Overland Flow (0' — 200') Currently runoff flows overland, both onsite and on the neighboring properties to the east. Run on from the adjacent property to the west is concentrated in a ditch onsite and is conveyed through the site in a series of small ditches and 4" drain pipes. Runoff flows easterly across the site and quickly disperses at the east fence line and continues southeasterly across neighborin• •ro•ert'es. This conveyance system will be replaced with a 12" bypass pipe in . hich will discharge to the east via a rock splash pad — discharge at the natural locatio will be prIe existing or potential problems were observed. Royce Short Plat drainage easement 1 \) ut,t,„-ter _ • riw DC1 06711 2. Preliminary Conditions and Requirements Summary The City of Tukwila requires compliance with the 1998 King County Surface Water Design Manual (KCSWDM). This report follows the format specified in the manual. This Section describes how the Project will meet the Manual's Core and Special Requirements. King County Surface Water Design Manual Core Requirements: 1. Discharge at the Natural Location Stormwater from the site currently sheet flows easterly over neighboring properties and enters the existing tightline system in 42 Avenue South preceding the regional detention_ facility located approximately 2,215 feet downstream of the site A detention tank and pump will facilitate the sto` wa er to t e existing tightine system in South 146 Street, which discharges into the existing tightline system in 42 Avenue South — thereby maintaining the natural discharge location for the Site. 2. Offsite Analysis A Level 1 offsite analysis has been performed for this project. See Section 3 for more information. 3. Flow Control Pursuant to Exemptions 2 and 3 in Section 1.2.3 of the 1998 KCSWDM, no formal flow control facilities are required. Perforated stub out connections are utilized. See Section 4 for further analysis. 4. Conveyance System Site flow rates are very small. A pipe flow check is included in Section 5. 5. Erosion and Sediment Control ESC measures will conform to the 1998 KCSWDM. 6. Maintenance and Operations A maintenance and operation manual will be provided in Section 10 with the final engineering plans. 7. Financial Guarantees and Liability The project owner will provide financial guarantees and liability insurance for construction of the improvements. 8. Water Quality Pursuant to Exemption 1 in Section 1.2.8 of the 1998 KCSWDM, this project is exempt from providing a formal water quality facility. See Section 4. Parcel Area ROW Area Total Area EXISTING SITE CONDITIONS TOTAL SITE & ROW AREA: Total TOTAL IMPERVIOUS: Exist Asphalt in ROW to Remain Exist Permitted Buildings on Lot 1 Exist Permitted Driveway for Lot 1 Total TOTAL PERVIOUS: Remainder of Site Total DEVELOPED SITE CONDITIONS TOTAL SITE & ROW AREA: Total 21,400 sf TOTAL IMPERVIOUS: Exist Asphalt in ROW to Remain Proposed Frontage in ROW Proposed Access Road Exist Permitted Buildings on Lot 1 Proposed Impervious on Lot 2 Total TOTAL PERVIOUS: Total 20,112 sf 1,287 sf 21,400 sf 0.491 acres / O d r ' ` 1 889 sf " 0.020 acres 1,492 -sL _ - - 0.034 acres 0.094 acres 0.148 acres 21,400 sf X67 sf 14,933 sf 14,933 sf 889 sf 399 sf 4,968 sf 1,492 sf 4,000 sf 11,747 sf 9,653 sf Net New Impervious Surface = proposed impervious area - existing impervious area = (11,747) - (6,467) = 5.280 sf 0.462 acres 0.030 acres 0.491 acres 0.343 acres 0.343 acres 0.491 acres 0.020 acres 0.009 acres 0.114 acres 0.034 acres 0.092 acres • 0.270 acres 0.222 acres MODEL AS TILL GRASS Total New PGIS tC Pbr/ , Ohl o /evc:7ar..J = proposed frontage OW + additional asphalt for access road + lot 2 proposed driveway = (399) + (4,968 - 4, 86) + (300) = 1.580 sf JMK 4/25/2007 DCI # 06711 MODEL AS TILL PASTURE Royce Short Plat Preliminary Technical Information Report Royce Short Plat Prepared: May 17, 2007 Revised: September 20, 2007 DCI Project: 06711 Duncanson Company, Inc. 145 SW 155 Street, Suite 102 Seattle, Washington 98166 (206) 244 -4141 { ..J CO!, - . ,. DEVEosatr Table Of Contents 1. Project Overview 1 -8 Figure 1.1 — Technical Information Report Worksheet 3 Figure 1.2 — Vicinity Map 6 Figure 1.3 — Basin Map 7 Figure 1.4 — Soils Map 8 2. Preliminary Conditions and Requirements Summary 9 -11 3. Offsite Analysis 12 -17 Offsite Analysis Drainage System Table 16 Figure 3.1 — Offsite Analysis Map 17 4. Flow Control and Water Quality Facility Analysis and Design 18 -27 Area Calculations 20 KCRTS Pre Developed Input Parameters 21 KCRTS Post Developed Input Parameters 23 StormFilter Sizing Worksheets and Cost Estimate 25 -27 5. Conveyance System Analysis and Design 28 -29 6. Special Reports and Studies 30 -31 7. Other Permits 32 -33 8. ESC Analysis and Design 34 -35 9. Bond Quantities, Facility Summaries, and Declaration of Covenant 36 -37 10. Operations and Maintenance Manual 38 -39 Royce Short Plat DCI 06711 1. Project Overview Royce Short Plat DCI 06711 r 1. Project Overview The proposed Royce Short Plat (Project) is a 2 -lot single - family short plat located at 4037 South 146 Street in Tukwila, Washington. The project area (Site) includes tax parcel 0040000930 at approximately 0.46 acres in size. The existing site has a single - family residence and associated driveway that will be removed. The existing cover consists of grass, shrubs, brush, blackberries, and sparse distribution of both deciduous and coniferous trees throughout the site with concentrations along the south property lines of both parcels. The site is bordered to the north by South 146 Street, and on all other sides by single - family residences. The site slopes downward from west to east with overall slopes of less than 10 %. Included are Figures 1.1 — Technical Information Report Worksheet, 1.2 — Vicinity Map, 1.3 — Basin Map and 1.4 — Soils Map for reference. Royce Short Plat DCI 06711 Part 1 PROJECT OWNER & PROJECT ENGINEER Project Owner: Aaron Royce c/o Address: New Paradigm Dev. Group, LLC 45 Wallace Way Sequim, WA 98382 Phone: (253) 212 -7196 Project Engineer: Harold M. Duncanson, P.E. Company: Address /Phone: Duncanson Company, Inc. 145 SW 155 St., Suite 102 Seattle, WA 98166 (206) 244 -4141 Part 3 TYPE OF. PERMIT APPLICATION Subdivision X Short Subdivision Grading Commercial Other: River King County Department of Development and Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Stream Critical Stream Reach Depressions /Swales Lake Steep Slopes Part 2 PROJECT LOCATION & DESCRIPTION Project Name: Royce Short Plat Location: Township 23N Range 4E Section 22 DFW HPA COE 404 DOE Dam Safety FEMA Floodplain COE Wetlands Shoreline Management Rockery Structural Vaults Other: Commercial Other: Building Permit Community: Drainage Basin: Highline Lower Green River - West Floodplain Wetland Seeps /Springs High Groundwater Table Groundwater Recharge Other FIGURE 1.1 Part 7 SOILS Soil Type Alderwood gravelly sandy loam Slopes Less than 15% Additional Sheets Attached Erosion Potential Severe @ 6 -15% slopes Erosive Velocities part 8 ! DEVELQPME ITATIONS REFERENCE Section 3 — Offsite Analysis Additional Sheets Attached LIMITATION /SITE CONSTRAINT ESC REQUIRE MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Sedimentation Facilities X Stabilized Construction Entrance Perimeter Runoff Control X Clearing and Grading Limits X Cover Practices X Construction Sequence X Other: Silt Fence X Other: Catch Basin Inlet Protection MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION X Stabilize Exposed Surface Remove and Restore Temporary ESC Facilities X Clean and Remove All Silt and Debris Ensure Operation of Permanent Facilities Flag Limits of SAO and open space preservation areas Other Part ?0 SURFACE WATER SYSTEM Grass Lined Channel X Pipe System Open Channel Dry Pond Wet Pond Facility Related Site Limitations Reference Facility Tank Vault Energy Dissipater Wetland Stream Limitation X Infiltration Depression X Flow Dispersal Waiver Regional Detention Brief Description of System Operation: Pipe and catch basin system discharging onto a rock splash pad. Method of Analysis KCRTS Compensation / Mitigation of Eliminated Site Storage Cast in Place Vault Retaining Wall Rockery > 4' High Structural on Steep Slope Other Pa r ,EASEMENT X Drainage Easement X Access Easement X Utilities Easement Native Growth Protection Easement Tract Other I, or a civil engineer under my supervision, have were incorporated into this worksheet and the information provided here is accurate. - 1%4, 4/07a1,,,--- visited the site. Actual site conditions as observed attachments. To the best of my knowledge the Signed/Date 404-7 2 a' n C :r. 5 1400th St S 141st St a 5 142nd St 'r' v: 5 142nd PI c m ytlth Tel S 5 146th St 152nd St V ro • m • R C. m v e, C, . N ? et ��6 t � 5 154th Ln 5 135th St A .* l C/1 5 146th St v+ w S 151st St 'V S 144th St v+ 5 156th Si w Foster ao S 144th St a a V . 5 145th St it 5 146th St rn 52 LA xyttt s'r 5 150th St Scale: N/A 5 136th SL r3- e eav 5 0-20 Joseph Foster Memorial Park S 151st St v, v a = 154th St DUNCANSON COMPANY, INC. Civil Engineering • Surveying Land Planning 145 SW 155th Si, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 Figure 1.2 — Vicinity Map (Site @ 4037 S 146th St. Tukwila, WA 98168) I Drawn: JMK Job No: 06711 S CATCH BASIN RI M= 290.E32 E=259.37 12" CONC.(SW) I E=289.32 12" CON C.(W) IE=289.22 12" CONC.(E) CATCH BASIN RIM= 289J4 1E= 287.44- 12" CMP(W) IE=286.64 12" CONC.(E) SEWER arfidiouT SIGN RIM =290.26 FO • UTILITY P0117:77 . W/ STREET LIGHT. • . . MAILBOX T CATCH BASIN y RIM =290.88 / \ 1E...289.56 12" CONC.( NE) IE=289. 48 12" CONC.M \ RETAINING WALL CD C9 HEDGE I STA 5+00 © N • PROPERTY CORNER . GRAVEL PI 127 ( • CONC • •/ • ' . • CONC.' 4 (DECK • /7;'777.0' 4026 S. 148TH ST SEWER EASE.MEN _ROCK WAI ) SD • •---. P48'50"E• LME, TYP. 0 \ \ I \ C'108 \ \ \ \ \DS118 DF16 _^...,/ 1 PROPERTY CORN \ ER ) 105 ( 10 A.5 1, ycualLA 1 .1.7 STA ' I .- f :....- — DS12 `I. 6 . 4.37 •.., 64.37' \ LAWN RECONSTRUCT SIDE SEWER AS REQ'D 64.37' 64.37" S I 3' WEST OF LINE PROP \\w/P107 HYDRANT,- - I AP06 \ 0 AP 1 ' CATCH BASIN RIM =285.62 lE= 283.94 12" CMP(W)' lE= 283.69 12" CMF'(E) Al? WATEF UTILITY POLE r v \W/ STREET LIGHT / / I i 9 7............._:,. SOU H s . . 14 .._ ; 6IH.•••81 =— RtZT .L.- - • • • ]•• : ---- :-----. . . . . . \NATER:•sciyi(E 1- - •• • •• 20 . :... • • I. .• . ..• I..... AS PHA L T • . . • . . . • • t-. . 1 • q.. _ • • . • --7. \ / i - ,..--L=7, _...z \ , • A , cH 74 4 >--,••• • TEMPORARY .. % \ - PiA.1- 2;35. l• PuWER METER ' i \ 1 \ IE. =281 . 79 ..-•• FENCE IS 1.5' EAST OE PROPERTY LINE ASPHALT r b 2. Preliminary Conditions and Requirements Summary DC1 0671 1 2. Preliminary Conditions and Requirements Summary The City of Tukwila requires compliance with the 1998 King County Surface Water Design Manual (KCSWDM). This report follows the format specified in the manual. This Section describes how the Project will meet the Manual's Core and Special Requirements. King County Surface Water Design Manual Core Requirements: 1. Discharge at the Natural Location Stormwater from the site currently sheet flows easterly over neighboring properties and enters the existing tightline system in 42 " Avenue South preceding the regional detention facility located approximately 2,115 feet downstream of the site. The overland flow onsite will be replaced with a 12" bypass pipe in a drainage easement (benefiting parcel number 0040000925 to the west) which will discharge to the east via a rock splash pad onsite — thereby maintaining the natural discharge location for the Site. 2. Offsite Analysis A Level 1 offsite analysis has been performed for this project. See Section 3 for more information. 3. Flow Control Pursuant to Exemption 2 in Section 1.2.3 of the 1998 KCSWDM, no formal flow control facilities are required. Perforated stub out connections are utilized. See Section 4 for further analysis. 4. Conveyance System Site flow rates are very small. A pipe flow check is included in Section 5. 5. Erosion and Sediment Control ESC measures will conform to the 1998 KCSWDM. 6. Maintenance and Operations A maintenance and operation manual will be provided in Section 10 with the final engineering plans. 7. Financial Guarantees and Liability The project owner will provide financial guarantees and liability insurance for construction of the improvements. 8. Water Quality This project is subject to Basic Water Quality treatment, which will be provided through the use of a StormFilter located under the access tract. See Section 4. Royce Short Plat DCI 06711 t () King County Surface Water Design Manual Special Requirements: 1. Other Adopted Area- Specific Requirements This requirement does not apply. 2. Flood Hazard Area Delineation This site does not lie within the 100 -year flood plain. 3. Flood Protection Facilities This requirement does not apply. 4. Source Control This requirement does not apply. 5. Oil Control This requirement does not apply. Royce Short Mat DC106711 Royce Short Plat 3• Offsite Analysis DCI 06711 3. Offsite Analysis Task 1 - Study Area Definition & Maps Presently, the site drains to a stormwater system that tightlines to a regional detention facility located approximately 2,115 feet to the southeast of the site. For the Task 2 below, the study area was defined as the downstream flow path extending 1 mile downstream from the site. For Tasks 3 through 5 below, the study area was defined as the downstream flow path extending 1/4 mile from the site. The site comprises much less than 15% of the basin area at the 1 /4 mile point. Also, the resource review did not identify any conditions that warranted additional field review. Task 2 - Resource Review 1. Adopted Basin Plans Not applicable. 2. Finalized Drainage Studies Not applicable. 3. Basin Reconnaissance Summary Reports Project is in the Lower Green River Basin and contributes to Tributary 0036C. No landslide or erosion areas noted in the study area. 4. Critical Drainage Area Maps Not applicable. 5. FEMA Maps Not applicable. 6. Other Offsite Analyses None reviewed at this time. 7. Sensitive Areas Folio None noted in the study area. 8. Drainage Complaints and Studies Not applicable. 9. Road Drainage Problems None reviewed at this time. Royce Short Plat DCI 06711 11. Wetlands Inventory No wetlands or sensitive areas noted in the study area. 12. Migrating River Studies Not applicable. Task 3 - Field Reconnaissance Task 4 - Drainage System Description And Problem Screening 10. USDA Soils Survey See Figure 1.4. Soils noted as Ae or Agc — Alderwood Gravelly Sandy Loam and identified as Till soils; no problems have been identified. 13. City of Tukwila Storm Drain Asbuilts We referenced City of Tukwila Public Works Department asbuilts for 42n Avenue South storm drainage improvements to complete our drainage system descriptions in Task 4 below. A field reconnaissance was conducted on March 29, 2007. Weather conditions were sunny and dry. There was a ditch onsite with standing water; no flooding or erosion problems were observed. All runoff from the site and its contributory upstream area appear to be draining into the tightline system in 42 Avenue South preceding the regional detention facility. Stormwater from the site currently sheet flows easterly over neighboring properties and enters the existing tightline system in 42 Avenue South preceding the regional detention facility. The regional detention pond is approximately 2,115 feet downstream of the site exceeding the 1 /4 -mile downstream analysis point. See Figure 3.1— Offsite Analysis Map. Component A — Overland Flow (0' — 200') Currently runoff flows overland, both onsite and on the neighboring properties to the east. Run on from the adjacent property to the west is concentrated in a ditch onsite and is conveyed through the site in a series of small ditches and 4" drain pipes. Runoff flows easterly across the site and quickly disperses at the east fence line and continues southeasterly across neighboring properties. This conveyance system will be replaced with a 12" bypass pipe in a drainage easement (benefiting parcel number 0040000925 to the west) which will discharge to the east via a rock splash pad — discharge at the natural location will be preserved. No existing or potential problems were observed. Royce Short Plat DCI 06711 Component B — 18" Pipe System (200' — 600') Overland flow continues across adjacent properties to the east and south of the site, and is collected in an existing tightline system for a short plat located southeast of the site. Runoff is collected and discharged into an existing 18" pipe system with Type 1 catch basins located in the north half of South 148 Street. Runoff continues east and additional flows from South 148 Street combine with site runoff in this pipe system. No existing or potential problems were observed. Component C — 18" Concrete Pipe System (600' — 980') Runoff from South 148 Street combines with site runoff and flows from 42 " Avenue South at that intersection and continues south in an 18" concrete pipe system with Type 2 catch basins located in the west half of 42 Avenue South. The catch basins associated with this pipe run have solid locked lids; access was not attempted. Component D —, 30" Concrete Pipe System (980' — 1,425'), exceeds '/ mile Runoff continues south in an 30" concrete pipe system with Type 2 catch basins located in the west half of 42 " Avenue South. The catch basins associated with this pipe run have solid locked lids; access was not attempted. Component E — 24" Concrete Pipe System (1,425' — 2,115'), exceeds '/. mile Runoff continues south in an 24" concrete pipe system with Type 2 catch basins located in the west half of 42 Avenue South. Additional flows from both South 150 and South 151" Streets combine with site runoff in this pipe system. The catch basins associated with this pipe run have solid locked lids; access was not attempted. Component F Regional Detention Pond (2115'), exceeds 1 /4 mile The regional detention pond, known as 42" Avenue Detention Pond, is approximately 2,115 feet downstream of the site exceeding the 1/4-mile downstream point. 42 Avenue Detention Pond reduces and filters stormwater for discharge into the North Fork of Gilliam Creek. Task 5 — Conclusion No existing or potential flooding problems, capacity, or erosion problems were observed. It is Duncanson Company's opinion that from the available information and installation of standard flow control facilities, the developed site will not create or aggravate any downstream conditions. Royce Short Plat DCI 06711 I r Basin: i bol Drainage Componen Type,; Name, and Size Slo Distance from site discharge E xistin g Problems Potential Problems Type: sheet flow, svirale, stream, channel, pipe, pond; Size_ diameter, surface area A B C D E F Overland Flow 18" Pipe System 18" Concrete Pipe System 30" Concrete Pipe System 24" Concrete Pipe System Regional Detention Pond Drainage ompone In scription . ; Drai a basin, vegetation bolter, depth, type of sensitive volume 2 -4 < 1 1 -3 0' - 200' 200' - 600' 600' - 980' 980' - 1,425' 1,425' - 2,115' 2,115' ' s, under capacity, ponding, overtopping, flooding habitat or organism destruction, scouring, bank sloughing, sedimentation, incis on, other erosion None. None. Not observed. Not observed. Not observed. None. None. None. None. None. None. None. Observations of field inspector, resource . reviewer, or resident Tributary area, likelihood of problem, overflow pathways,'; potential impacts None. None. None. None. None. None. 98- 4 \inB04 OFF -SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANUAL, CORE REQUIREMENT #2 Subbasin Name: Subbasin Number: Orange indicates a King County drainage complaint. Per DDES, these complaints are no longer available for review. DUNCANSON COMPANY, INC. Civil Engineering • Surveying • Land Planning 145 SW 155th St, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 Figure 3.1— Offsite Analysis Map (Site @ 4037 South 146 St. Tukwila, WA 98168) l —7 4. Flow Control and Water Quality Facility Analysis and Design DCI 06711 l // Royce Short Plat 4. Flow Control and Water Quality Facility Analysis and Design Part A - Existing Site Hydrology KCRTS Input Parameters for the existing conditions are shown in the attached data input sheets. The overall property embraces approximately 0.462 acres on -site and 0.030 acres in the South 146 Street right -of -way, resulting in a 0.491 acre site basin. See Figure 1.3 for a basin map with existing conditions. The site basin naturally drains to the east. The existing site has a single - family residence and associated driveway that will be removed. The cover consists of grass, shrubs, brush, blackberries, and sparse distribution of both deciduous and coniferous trees throughout the site with concentrations along the south property line. SCS soil maps revealed soils to be predominantly till. We have estimated that the various cover types occur in the following proportions: Model Predeveloped Till Pasture: 0.447 acres Impervious: 0.044 acres Total: 0.491 acres A complete KCRTS input summary sheet is included on the following page. The predeveloped model yields the following peaks: Flow Frequency Analysis Time Series File:predev.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 0.036 2 2/09/01 15:00 0.067 1 100.00 0.990 0.017 7 1/05/02 16:00 0.036 2 25.00 0.960 0.036 3 2/28/03 3:00 0.036 3 10.00 0.900 0.007 8 8/26/04 2:00 0.034 4 5.00 0.800 0.020 6 1/05/05 8:00 0.032 5 3.00 0.667 0.034 4 1/18/06 16:00 0.020 6 2.00 0.500 0.032 5 11/24/06 4:00 0.017 7 1.30 0.231 0.067 1 1/09/08 6:00 0.007 8 1.10 0.091 Computed Peaks 0.057 50.00 0.980 DCI 06711 t n KCRTS CALCS Parcel Area ROW Area Total Area EXISTING SITE CONDITIONS TOTAL SITE & ROW AREA: Total TOTAL IMPERVIOUS: Exist Pavement in ROW to Remain Exist House on Lot 1 Exist Driveway for Lot 1 Total TOTAL PERVIOUS: Total DEVELOPED SITE CONDITIONS TOTAL SITE & ROW AREA: Total TOTAL IMPERVIOUS: Exist Pavement in ROW to Remain Proposed Pavement in ROW Proposed Access Road Onsite Proposed House /Garage on Lot 1 Proposed Impervious on Lot 2 Total TOTAL PERVIOUS: Total 20,112 sf 1,287 sf 21,400 sf 21,400 sf 966 sf 650 sf 300 sf 1,916 sf 19,484 sf 21,400 sf 711 sf 255 sf 4,918 sf 1,468 sf 4,000 sf 11,352 sf 10,048 sf Net New Impervious Surface = proposed impervious area - existing impervious area _ (11,352) - (1,916) = 9.436 sf 0.462 acres 0.030 acres 0.491 acres 0.491 acres 0.022 acres 0.015 acres 0.007 acres 0.044 acres 0.447 acres 0.491 acres 0.016 acres 0.006 acres 0.113 acres 0.034 acres 0.092 acres JMK 9/7/2007 DCI # 06711 MODEL AS 50% EFFECTIVE MODEL AS TILL PASTURE 0.261 acres MODEL AS 100% EFFECTIVE 0.231 acres MODEL AS TILL GRASS Total New & Replaced PGIS = proposed frontage in ROW + proposed access road + lot 1 proposed driveway + lot 2 proposed driveway = (255) + (4,918) + (300) + (300)= 5 .773 sf Pervious Land Types Land Use KCRTS Soil Group Cover Group Area (sf) Acreage Remainder of Site Till Till Till Outwash Outwash Outwash Wetland Forest Pasture Grass Forest Pasture Grass -- 19,484 0.447 Impervious Land Types Land Use Acreage EIF EIA Non Effective Area Reverts to: Ex Pavement ROW Ex House on Lot 1 Ex Driveway on Lot 1 0.022 0.015 0.007 0.50 0.50 0.50 0.011 0.007 0.003 0.011 0.007 0.003 Till Pasture Till Pasture Till Pasture Adjusted Land Use Areas Based on EIF Calculations KCRTS Soil Group Cover Group Added Acreage Computed Acreage for Model Till Till Till Outwash Outwash Outwash Wetland Effective Impervious Forest Pasture Grass Forest Pasture Grass -- -- 0.022 -- -- 0.469 0.022 Total Area Check Flow Path Data Land Use Length Slope ' Notes: Project: Comp by: Date: Basin Name: File Name: Region: Scale Factor: Time Step: Record Length: Total Acreage: KCRTS Data Entry & Computation Sheet 06711 - Royce Short Plat JMK 8/8/2007 Predeveloped PREDEV Seatac 1.00 Hourly Reduced ';41.49`1: : ;'1 page 1 of 1 Part B — Developed Site Hydrology KCRTS Input Parameters for the developed conditions are shown in the attached data input sheets. The fully developed site conditions will have approximately 11,350 SF of impervious surface. The remainder of the site was modeled as grass as it will be landscaping in the form of grass, groundcover and shrubs. The postdeveloped site will include an access road, driveways, roof areas and landscaped yards. For sizing, impervious surfaces for roofs and driveways are approximated at 4,000 SF for proposed lot 2 — proposed lot 1 impervious surfaces were calculated from the building permit D06 -337 site plan. Other impervious surfaces will include sidewalk and paving in South 146 Street right -of -way and a paved access road. The remaining area will consist of residential landscaping and lawns and be considered grass. The site is too small for effective dispersal. A rock splash pad is utilized for discharge of stormwater from the catch basin system. Perforated stub out connections should also be included for each lot. See Figure 1.3 for a basin map with developed conditions. The various cover types occur in the following proportions: Model Postdeveloped: Till Grass: 0.261 acres Impervious: 0.231 acres Total: 0.491 acres Complete KCRTS input summary sheets are included on the following pages. The postdeveloped model yields the following peaks: Flow Frequency Analysis Time Series File:postdev.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.084 5 2/09/01 2:00 0.067 8 1/05/02 16:00 0.101 2 2/27/03 7:00 0.069 7 8/26/04 2:00 0.084 6 10/28/04 16:00 0.089 4 1/18/06 16:00 0.101 3 10/26/06 0:00 0.172 1 1/09/08 6:00 Computed Peaks Part C — Performance Standards Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) Period 0.172 1 100.00 0.990 0.101 2 25.00 0.960 0.101 3 10.00 0.900 0.089 4 5.00 0.800 0.084 5 3.00 0.667 0.084 6 2.00 0.500 0.069 7 1.30 0.231 0.067 8 1.10 0.091 0.148 50.00 0.980 The City of Tukwila has specified Level 2 Flow Control and Basic Water Quality treatment as the required performance standards. Royce Short Plat DCI 06711 Pervious Land Types Land Use KCRTS Soil Group Cover Group Area (sf) Acreage Remainder of Site Till Till Till Outwash Outwash Outwash Wetland Forest Pasture Grass Forest Pasture Grass -- 10,048 0.231 Impervious Land Types Land Use Acreage EIF EIA Non Effective Area Reverts to: Ex Pavement ROW Prop Pavement ROW Prop Access Road Prop Bldgs - Lot 1 Prop Impery - Lot 2 0.016 0.006 0.113 0.034 0.092 1.00 1.00 1.00 1.00 1.00 0.016 0.006 0.113 0.034 0.092 0.000 0.000 0.000 0.000 0.000 N/A N/A N/A N/A N/A Adjusted Land Use Areas Based on EIF Calculations KCRTS Soil Group Cover Group Added Acreage Computed Acreage for Model Till Till Till Outwash Outwash Outwash Wetland Effective Impervious Forest Pasture Grass Forest Pasture Grass -- -- -- -- 0.231 0.261 Total Area Check Flow Path Data Land Use Length Slope Notes: 1 KCRTS Data Entry & Computation Sheet 1 Project: Comp by: Date: Basin Name: File Name: Region: Scale Factor: Time Step: Record Length: Total Acreage: 06711 - Royce Short Plat JMK 8/8/2007 Postdeveloped POSTDEV Seatac 1.00 Hourly Reduced page 1 of 1 Part D — Flow Control Systems As shown in our impervious area calculations in Part A of this section, only 9,436 SF of net new impervious surface will result from project development including driveways, patios and roofs. Pursuant to Exemption 2 "Impervious Surface Exemption using Flow Control BMPs" in Section 1.2.3 of the 1998 KCSWDM, this project is exempt from providing formal flow control facilities. The site is too small for effective dispersal; small site BMPs consisting of perforated stub out connections will be used for flow control. Part E — Water Quality System Basic Water Quality will be provided in the form of a StormFilter located under the access tract. StormFilter sizing worksheets and a cost estimate are included on the following pages. Flow Frequency Analysis Time Series File:stormfilter.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) Computed Peaks Computed Peaks Computed Peaks Computed Peaks Computed Peaks Computed Peaks Computed Peaks Computed Peaks Royce Short Plat Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) Period 0.062 100.00 0.057 50.00 0.052 25.00 0.046 10.00 0.044 8.00 0.041 5.00 0.033 2.00 0.029 1.30 0.990 0.980 0.960 0.900 0.875 0.800 0.500 0.231 DCI 06711 STORMFILTER CALCS Total contributing area to the StormFilter = Total New & Replaced PGIS TOTAL NEW & REPLACED PGIS: Proposed Pavement in ROW Proposed Access Road Onsite Proposed Driveway on Lot 1 Proposed Driveway on Lot 2 Total 255 sf 4,918 sf 300 sf 300 sf 5,773 sf 0.006 acres 0.113 acres 0.007 acres 0.007 acres JMK 9/7/2007 DCI # 06711 0.133 acres MODEL AS 100% EFFECTIVE Pervious Land Types Land Use KCRTS Soil Group Cover Group Area (sf) Acreage Till Till Till Outwash Outwash Outwash Wetland Forest Pasture Grass Forest Pasture Grass -- Impervious Land Types Land Use Acreage EIF EIA Non Effective Area Reverts to: Prop. Pavement ROW Prop. Access Road Prop. Drive - Lot 1 Prop. Drive - Lot 2 0.006 0.113 0.007 0.007 1.00 1.00 1.00 1.00 0.006 0.113 0.007 0.007 0.000 0.000 0.000 0.000 N/A N/A N/A N/A Adjusted Land Use Areas Based on EIF Calculations KCRTS Soil Group Cover Group Added Acreage Computed Acreage for Model Till Till Till Outwash Outwash Outwash Wetland Effective Impervious Forest Pasture Grass Forest Pasture Grass -- -- -- -- 0.133 Total Area Check 7 4 :O 133,:a >r : ; }' Flow Path Data Land Use Length Slope Notes: 1 KCRTS Data Entry & Computation Sheet 1 Project: Comp by: Date: Basin Name: File Name: Region: Scale Factor: Time Step: Record Length: Total Acreage: 06711 - Royce Short Plat JMK 9/7/2007 Contributing area to the StormFilter STORMFILTER Seatac 1.00 Hourly Reduced • page 1 of 1 83-V40111 f ir a e STORMWATER SOLUTIONS INC. Prepared by Kathryn Thomason on September 10, 2007 Royce Short Plat — Stormwater Treatment System Tukwila, WA Information provided: • Total contributing area = 0.133 acre • Impervious area = 0.133 acre • Water quality flow, Q = 0.0378 cfs • Peak hydraulic flow rate, Q paak= 0.062 cfs • Presiding agency = City of Tukwila Assumptions: • Media = ZPG cartridges • Flow rate per cartridge = 15 gpm • Drop required from RIM to outlet = 2.3' minimum Size and Cost Estimate Size and cost estimates: The StormFilter is a flow -based system, and therefore, is sized by calculating the peak water quality flow rate associated with the design storm. The water quality flow rate was calculated by using KCRTS with a scale factor of 1.0 and 15 -min reduced time steps. The StormFilter for this site was sized based on treatment flow rate of 0.0378 cfs. To accommodate this treatment flow rate, CONTECH Stormwater Solutions recommends using a steel two- cartridge CatchBasin StormFilter (see attached detail). The estimated cost of this size system is $9.100, complete and delivered to the jobsite. The contractor is responsible for setting the CatchBasin StormFilter and all external plumbing. The steel CatchBasin StormFilter has an internal bypass capacity of 1.0 cfs, which does not exceed the peak flows from this site. ©2006 CONTECH Stormwater Solutions 12021 -B NE Airport Way, Portland OR 97220 Page 1 of 1 contechstormwater.com Toll-free: 800.548.4667 Fax: 800.561.1271 TS -P026 5. Conveyance System Analysis and Design Royce Short Plat DCI 06711 5. Conveyance System Analysis and Design Site flows are very small relative to the capacity of the minimum required 12 -inch pipe size. A KCRTS of the entire site and surrounding roadway using 15- minute time steps was performed. A pipe full calculation has been prepared to show that on -site flows can be contained within the proposed catch basin and tightline system. The undetained 100 - year peak flow is 0.425 CFS. A 12 -inch pipe at 1% has a full flow capacity of 3.57 CFS. Flow Frequency Analysis Time Series File:postconveypks.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.124 0.092 0.286 0.100 0.179 0.154 0.176 0.425 Computed Peaks Royce Short Plat 6 8/27/01 18:00 8 1/05/02 15:00 2 12/08/02 17:15 7 8/23/04 14:30 3 11/17/04 5:00 5 10/27/05 10:45 4 10/25/06 22:45 1 1/09/08 6:30 (CFS) 0.425 0.286 0.179 0.176 0.154 0.124 0.100 0.092 0.378 Flow Frequency Analysis Peaks - - Rank Return Prob Period 1 100.00 0.990 2 25.00 0.960 3 10.00 0.900 4 5.00 0.800 5 3.00 0.667 6 2.00 0.500 7 1.30 0.231 8 1.10 0.091 50.00 0.980 Full Flow Capacity for Pipe Input Parameters: Results: n Diameter S Area 0.79 Rh 0.25 Q 3.57 V 4.55 0.013 1.00 FT 1.00% Slope SQ. FT. FT CFS Ft/Sec DCI 06711 A 6. Special Reports and Studies DCI 06711 6. Special Reports and Studies No special reports or studies have been prepared. Royce Shon Plat DC106711 7. Other Permits Roycc Short Plat DCI 06711 7. Other Permits This section will be added after preliminary approval. Royce Shon Plat DC1 06711 Royce Short Plat 8. ESC Analysis and Design DC1 06711 Royce Short Plat 8. ESC Analysis and Design This section will be added after preliminary approval. DCI 06711 9. Bond Quantities, Facility Summaries, and Declaration of Covenant DCI 06711 9. Bond Quantities, Facility Summaries, and Declaration of Covenant This section will be added after preliminary approval. Royce Short Plat DCI 06711 10. Operations and Maintenance Manual DCI 06711 10. Operations and Maintenance Manual This section will be added after preliminary approval. Royce Short Plat DCI 06711 Royce Short Plat Preliminary Technical Information Report Royce Short Plat Prepared: May 15, 2007 DCI Project: 06711 Duncanson Company, Inc. 145 SW 155` Street, Suite 102 Seattle, Washington 98166 (206) 244 -4141 RECEIVED MAY 17 2001 COMMUNITY DEVELOPMENT RECEIVED JUN 0 2007 TU KWILA PUBLIC WORKS fede 06 -03I-1 DO 0671 1 L07- 030 Table Of Contents 1. Project Overview Figure 1.1 — Technical Information Report Worksheet Figure 1.2 — Vicinity Map Figure 1.3 — Basin Map Figure 1.4 — Soils Map 2. Preliminary Conditions and Requirements Summary 3. Offsite Analysis Offsite Analysis Drainage System Table Figure 3.1 — Offsite Analysis Map 4. Flow Control and Water Quality Facility Analysis and Design Area Calculations KCRTS Pre Developed Input Parameters KCRTS Post Developed Input Parameters 5. Conveyance System Analysis and Design 6. Special Reports and Studies 7. Other Permits 8. ESC Analysis and Design 9. Bond Quantities, Facility Summaries, and Declaration of Covenant 10. Operations and Maintenance Manual Royce Short Plat DC1 06711 Royce Short Plat 1. Project Overview DCI 06711 1. Project Overview The proposed Royce Short Plat (Project) is a 2 -lot single - family short plat located at 4037 South 146 Street in Tukwila, Washington. The project area (Site) includes tax parcel 0040000930 at approximately 0.46 acres in size. The existing site has a single - family residence and associated driveway that will be removed. The existing cover consists of grass, shrubs, brush, blackberries, and sparse distribution of both deciduous and coniferous trees throughout the site with concentrations along the south property lines of both parcels. The site is bordered to the north by South 146 Street, and on all other sides by single - family residences. The site slopes downward from west to east with overall slopes of less than 10 %. Included are Figures 1.1 — Technical Information Report Worksheet, 1.2 — Vicinity Map, 1.3 — Basin Map and 1.4 — Soils Map for reference. Royce Short Plat DCI 06711 King County Department of Development and Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER & PROJECT ENGINEER Project Owner: Aaron Royce do Address: New Paradigm Dev. Group, LLC 45 Wallace Way Sequim, WA 98382 Phone: (253) 212 -7196 Project Engineer: Harold M. Duncanson, P.E. Company: Duncanson Company, Inc. Address /Phone: 145 SW 155 St., Suite 102 Seattle, WA 98166 (206) 244 -4141 Part 3 TYPE OF PERMIT APPLICATION ❑.J X Subdivision Short Subdivision Grading Commercial Other: Part 2 PROJECT LOCATION & DESCRIPTION Project Name: Royce Short Plat Location: Township 23N Range 4E Section 22 Part 4 OTHER REVIEWS AND PERMITS J DFW HPA COE 404 ❑ DOE Dam Safety FEMA Floodplain COE Wetlands Shoreline Management Rockery Structural Vaults Other: Commercial Other: Building Permit Part 5 SITE COMMUNITY AND DRAINAGE BASIN Community: Drainage Basin: Highline Lower Green River - West Part 6 SITE CHARACTERISTICS River Stream Critical Stream Reach Depressions /Swales Lake Steep Slopes Floodplain Wetland Seeps /Springs High Groundwater Table Groundwater Recharge Other FIGURE 1.1 Part 7 SOILS Soil Type Slopes Alderwood gravelly Less than 15% sandy loam ❑ Additional Sheets Attached Erosion Potential Erosive Velocities Severe @ 6 -15% slopes Part 8 DEVELOPMENT LIMITATIONS REFERENCE ❑ Section 3 — Offsite Analysis Additional Sheets Attached LIMITATION /SITE CONSTRAINT MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION ❑ Sedimentation Facilities X Stabilized Construction Entrance ❑ Perimeter Runoff Control X Clearing and Grading Limits X Cover Practices X Construction Sequence X Other: Silt Fence X Other: Catch Basin Inlet Protection MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION X Stabilize Exposed Surface ❑ Remove and Restore Temporary ESC Facilities X Clean and Remove All Silt and Debris ❑ Ensure Operation of Permanent Facilities ❑ Flag Limits of SAO and open space preservation areas ❑ Other Part 10 SURFACE WATER SYSTEM X Infiltration H Grass Lined L7 Tank _ Channel L_ Depression _ Vault X Pipe System X Flow Dispersal Open Channel Energy Dissipater — _ Waiver Dry Pond Wetland Regional 11 Wet Pond _ Detention Stream Brief Description of System Operation: Pipe and catch basin system discharging onto a rock splash pad. Facility Related Site Limitations Reference Facility Limitation Method of Analysis KCRTS Compensation / Mitigation of Eliminated Site Storage Part 11 STRUCTURAL ANALYSIS C Cast in Place Vault Retaining Wall Rockery > 4' High Structural on Steep Slope Other Part 12 EASEMENTS/TRACTS X X X Drainage Easement Access Easement Utilities Easement Native Growth Protection Easement Tract Other Part 13 SIGNATURE OF PROFESSIONAL ENGINEER I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. 444/0 Signed /Date S 1415E St S 142nd St S 142nd PI S 148th St ta m S 144th St S 144th St Pa Le, a as > < S 14Sth St e £ in 5 146th St a S 146th St g 9 a K m In 5 150th St Joseph Fa6ter Memorial Par* 5 151st St Scale: N/A I Drawn: JMK 53rd Ave S Figure 1.2 — Vicinity Map (Site @ 4037 S 146th St. Tukwila, WA 98168) DUNCANSON COMPANY, INC. Civil Engineering Surveying • Land Planning 145 SW 155th St, Suite /02 Seattle, Washington 98/66 Phone 206.244.4141 Fax 206.244.4455 Job No: 06711 "v1 t "lit I. 1 1 v". ;1-i I [. MAI.H1A I .II • (:r. :310, Cii , I 3 '. --. -.f. i'..)- (.(1-. .r), , i (4,. .-,,,, 1 1 UNDERGROUND POWER/PHONE/CATV/GAS DESIGN BY PROVIDERS ASPHALT Sr L0 1 I , - I i3Afdt.1 ; 1 END OF ACCESS ‘, ,@ 221 FROM I —. I ‘,, - t- ,;;;, S. \I 46TH ST. .. 1 :,. - LI ' .'• ';'. 'It I , • 1 /1 'N )–.) --vs, . • . ,_, I , I l ' i, .. s SIDE SEWER 'MAY REQUIRE GRINDER PUMP & FORCE MAIN '„(A. ... \ U- - FL I. Iv I I A:111 , -I- 1•,-.) .1 ' I . 5' GRADING & DRAINAGE ESMT GRAVFL P t,41 Al ri v 20 ' WIDE TEMP ACCESS & UTIL ESMT , . ..„ COM :A IC'' IIi)\;It 280 ',W) II. .Y1 r.•• ; HOUSE #1031 I I F' ALL I ' I ICA l'Ico GA I i 14'1 )07 a 110 TYPE 1 CB, TYP. V?, mr r LI 4 it ' • It- : 7 402t; ,t; 148;H:51 i FAWN RECONSTRUCT SIDE SEWER AS REQ'D SOU TH,L1 46TH STRET .5' UTIL ESMT II '' 1- ).11Th:t; • -0, I : I LOT 2 10,239 SF 9,759 SF NET c.0 I • - • Ivly. t WATER SERVICE . I I I 64.37' 12' 0 •' • ., •`• PROP HYDRANT. 9,873 SF', 5,702 SF NET I 0 ut.t.„ .„„, urt F . I ', 20' VII WV 101 10' :, IS II - I I' 1; A SPHAI. T :1 \ C.) ••,•• PERFORATED STUB OUT CONNECTION, TYP. 1.1 - Irv) tt 6'x8'x'1' TYPE 1 ROCK LINING PAD DE DRAINAGE ESMT BUILDING SETBACK LINE, TYP. '1 I. . , ,v•cv • . IL I'. — 10' z : .4... W .**I ) 1) •,s 4. e f ' ....„, i 4, e ., qt. ..., 1 _51,....._.. 4 i t.i i r .4, ... -' 1 err. 5...,.. t e '''. '''''''4'.+ZI".71!? )•"", b .............: r e r , . „ v I v...!.. .,„ .....,. . ..i != 4 . _....2 i.___ - —X— -4*L --- '71- * 14 sic : ' • • v. ' v . t ' • 4,f ,.., ,L, : ....., %I. ........ ': I ;1 ef .—N „. ,..... # 4 VG ..))7tt5 55 tt ; i e : ,.,. „, . , ,, .,...... • ,. ,_ ., , 7,,, , , J. ..., , ,.. \ „,t , ; ,„,,;:, i%: ,Sil • n • , 4 1110- ' 'i ...zoi_1 .. 3 f ' f,.....,,. 1 ..t• ,- . , . . \ , ' \*i I : ; '''' ' ' ',:•'.! Z \ ,_ ) * .. , . ) jA_ .55555ftereeree.r..... ,4 . ''-.........:1.ereer.e•ereer:4512.,...... , ..... , et" • e ""*"." rorreerree * e t "9 ' - '.. Oa .e i 16 a I i t I -.....t L....--*:..„*'' — t4r 't I. .4. — 40 , ,r .... r. inErnitir .-. - I * 5 ) ... 5.....55 , , '55, ,,,,,,.. .................57e , . -7......... ......:* 4,-.............. e { i . ' 1 t Za ......... • /re- re 1 e • , t. , - 5 ...... .../ ' * r ) ' . 5 ''' * *.' -.....................-5....1..one7s■•■■ ,.... , ..... , " ° 4 ..1 ' . 1 i 4. .. • , ..t N ** 4 ' Sit ' 4 '..**"**,........'": - I , .- 1 i ,* ,- 1 \ 1 ; Mi ,, 1 d ii l t .....,...) ..k. --,,,.................................c Scale: N/A DUNCANSON COMPANY. INC. ( nil Engineering Sun e■ ing • I ;nicl Planning / 45 SW 155th St, Stith' 102 Seattle, 00s1001000 MI, /'/mm' 206.244.414/ av 206 :44.4455 Figure 1.4 — SCS Soil Survey Map (Ac = AgC = Alderwood Gravelly Sandy Loam = Till) 2. Preliminary Conditions and Requirements Summary Royce Short Plat DCI 0671 1 2. Preliminary Conditions and Requirements Summary The City of Tukwila requires compliance with the 1998 King County Surface Water Design Manual (KCSWDM). This report follows the format specified in the manual. This Section describes how the Project will meet the Manual's Core and Special Requirements. King County Surface Water Design Manual Core Requirements: 1. Discharge at the Natural Location Stormwater from the site currently sheet flows easterly over neighboring properties and enters the existing tightline system in 42 Avenue South preceding the regional detention facility located approximately 2,215 feet downstream of the site. A detention tank and pump will facilitate routing the stormwater to the existing tightine system in South 146 Street, which discharges into the existing tightline system in 42 Avenue South — thereby maintaining the natural discharge location for the Site. 2. Offsite Analysis A Level 1 offsite analysis has been performed for this project. See Section 3 for more information. 3. Flow Control Pursuant to Exemptions 2 and 3 in Section 1.2.3 of the 1998 KCSWDM, no formal flow control facilities are required. Perforated stub out connections are utilized. See Section 4 for further analysis. 4. Conveyance System Site flow rates are very small. A pipe flow check is included in Section 5. 5. Erosion and Sediment Control ESC measures will conform to the 1998 KCSWDM. 6. Maintenance and Operations A maintenance and operation manual will be provided in Section 10 with the final engineering plans. 7. Financial Guarantees and Liability The project owner will provide financial guarantees and liability insurance for construction of the improvements. 8. Water Quality Pursuant to Exemption 1 in Section 1.2.8 of the 1998 KCSWDM, this project is exempt from providing a formal water quality facility. See Section 4. Royce Short Plat DCI 06711 King County Surface Water Design Manual Special Requirements: 1. Other Adopted Area- Specific Requirements This requirement does not apply. 2. Flood Hazard Area Delineation This site does not lie within the 100 -year flood plain. 3. Flood Protection Facilities This requirement does not apply. 4. Source Control This requirement does not apply. 5. Oil Control This requirement does not apply. Royce Short Plat DC1 06711 Royce Short Plat 3. Offsite Analysis DCI 06711 3. Offsite Analysis Task 1 - Study Area Definition & Maps Presently, the site drains to a stormwater system that tightlines to a regional detention facility located approximately 2,215 feet to the southeast of the site. For the Task 2 below, the study area was defined as the downstream flow path extending 1 mile downstream from the site. For Tasks 3 through 5 below, the study area was defined as the downstream flow path extending 1 /4 mile from the site. The site comprises much less than 15% of the basin area at the 1 /4 mile point. Also, the resource review did not identify any conditions that warranted additional field review. Task 2 - Resource Review 1. Adopted Basin Plans Not applicable. 2. Finalized Drainage Studies Not applicable. 3. Basin Reconnaissance Summary Reports Project is in the Lower Green River Basin and contributes to Tributary 0036C. No landslide or erosion areas noted in the study area. 4. Critical Drainage Area Maps Not applicable. 5. FEMA Maps Not applicable. 6. Other Offsite Analyses None reviewed at this time. 7. Sensitive Areas Folio None noted in the study area. 8. Drainage Complaints and Studies Not applicable. 9. Road Drainage Problems None reviewed at this time. Royce Short Nat DCI 06711 10. USDA Soils Survey See Figure 1.4. Soils noted as Ae or Agc — Alderwood Gravelly Sandy Loam and identified as Till soils; no problems have been identified. 11. Wetlands Inventory No wetlands or sensitive areas noted in the study area. 12. Migrating River Studies Not applicable. 13. City of Tukwila Storm Drain Asbuilts We referenced City of Tukwila Public Works Department asbuilts for 42 Avenue South storm drainage improvements to complete our drainage system descriptions in Task 4 below. Task 3 - Field Reconnaissance A field reconnaissance was conducted on March 29, 2007. Weather conditions were sunny and dry. There was a ditch onsite with standing water; no flooding or erosion problems were observed. All runoff from the site and its contributory upstream area appear to be draining into the tightline system in 42 Avenue South preceding the regional detention facility. Task 4 - Drainage System Description And Problem Screening Stormwater from the site currently sheet flows easterly over neighboring properties and enters the existing tightline system in 42 Avenue South preceding the regional detention facility. The regional detention pond is approximately 2,115 feet downstream of the site exceeding the '/4 -mile downstream analysis point. See Figure 3.1 — Offsite Analysis Map. Component A — Overland Flow (0' — 200') Currently runoff flows overland, both onsite and on the neighboring properties to the east. Run on from the adjacent property to the west is concentrated in a ditch onsite and is conveyed through the site in a series of small ditches and 4" drain pipes. Runoff flows easterly across the site and quickly disperses at the east fence line and continues southeasterly across neighboring properties. This conveyance system will be replaced with a 12" bypass pipe in a drainage easement which will discharge to the east via a rock splash pad — discharge at the natural location will be preserved. No existing or potential problems were observed. Royce Short Plat DCI 06711 Component B — 18" Pipe System (200' — 600') Overland flow continues across adjacent properties to the east and south of the site, and is collected in an existing tightline system for a short plat located southeast of the site. Runoff is collected and discharged into an existing 18" pipe system with Type 1 catch basins located in the north half of South 148 Street. Runoff continues east and additional flows from South 148 Street combine with site runoff in this pipe system. No existing or potential problems were observed. Component C — 18" Concrete Pipe System (600' — 980') Runoff from South 148 Street combines with site runoff and flows from 42 Avenue South at that intersection and continues south in an 18" concrete pipe system with Type 2 catch basins located in the west half of 42 Avenue South. The catch basins associated with this pipe run have solid locked lids; access was not attempted. Component D — 30" Concrete Pipe System (980' — 1,425'), exceeds '/4 mile Runoff continues south in an 30" concrete pipe system with Type 2 catch basins located in the west half of 42 Avenue South. The catch basins associated with this pipe run have solid locked lids; access was not attempted. Component E - 24" Concrete Pipe System (1,425' — 2,115'), exceeds '/ mile Runoff continues south in an 24" concrete pipe system with Type 2 catch basins located in the west half of 42 Avenue South. Additional flows from both South 150 and South 151 Streets combine with site runoff in this pipe system. The catch basins associated with this pipe run have solid locked lids; access was not attempted. Component F — Regional Detention Pond (2115'), exceeds 1/4 mile The regional detention pond, known as 42 Avenue Detention Pond, is approximately 2,115 feet downstream of the site exceeding the '/4 -mile downstream point. 42 Avenue Detention Pond reduces and filters stormwater for discharge into the North Fork of Gilliam Creek. Task 5 — Conclusion No existing or potential flooding problems, capacity, or erosion problems were observed. It is Duncanson Company's opinion that from the available information and installation of standard flow control facilities, the developed site will not create or aggravate any downstream conditions. Royce Short Plat DCI 06711 Symbol Drainage Component Type, Name; and Size Drainage Component Description Slope Distance from site discharge Existing Problems Potential Problems Observations of field inspector, resource reviewer, or. resident See map Type: sheet flow, swale, stream, channel, pipe, pond; Size: diameter, surface area . Drainage basin, vegetation, cover, depth, type of sensitive , ., area, volume .. % '/4 ml = 1,320 ft. Constrictions, under capacity, ponding, overtopping, flooding, habitat or organism destruction, scouring, bank sloughing, sedimentation, incision, other - .erosion ;, . Tributary area, likelihood of problem, overflow pathways, potential impacts A Overland Flow - 0' - 200' None. None. None. B 18" Pipe System - 200' - 600' None. None. None. C 18" Concrete Pipe System 2 - 4 600' - 980' Not observed. None. None. D 30" Concrete Pipe System <1 980' - 1,425' Not observed. None. None. E 24" Concrete Pipe System 1 - 3 1,425' - 2,115' Not observed. None. None. F Regional Detention Pond - 2,115' None. None. None. Basin: OFF -SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANUAL, CORE REQUIREMENT #2 Subbasin Name: Subbasin Number: 98 -4\inB04 Orange indicates a King County drainage complaint. Per DDES, these complaints are no longer available for review. Figure 3.1— Offsite Analysis Map (Site @ 4037 South 146 St. Tukwila, WA 98168) Scale: Shown Above DUNCANSON COMPANY. INC. Civil Engineering • Surveying • Land Planning 145 SW 155th St, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 Drawn: JMK Job No: 06711 4. Flow Control and Water Quality Facility Analysis and Design DCl 06711 4. Flow Control and Water Quality Facility Analysis and Design Part A - Existing Site Hydrology KCRTS Input Parameters for the existing conditions are shown in the attached data input sheets. The overall property embraces approximately 0.462 acres on -site and 0.030 acres in the South 146 Street right -of -way, resulting in a 0.491 acre site basin. See Figure 1.3 for a basin map with existing conditions. The site basin naturally drains to the east. The existing site has a single - family residence and associated driveway that will be removed. The cover consists of grass, shrubs, brush, blackberries, and sparse distribution of both deciduous and coniferous trees throughout the site with concentrations along the south property line. SCS soil maps revealed soils to be predominantly till. We have estimated that the various cover types occur in the following proportions: Model Predeveloped Till Pasture: 0.417 acres Impervious: 0.074 acres Total: 0.491 acres A complete KCRTS input summary sheet is included on the following page. The predeveloped model yields the following peaks: Flow Frequency Analysis Time Series File:predev.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 0.042 4 2/09/01 15:00 0.085 1 100.00 0.990 0.027 6 1/05/02 16:00 0.047 2 25.00 0.960 0.047 2 2/27/03 7:00 0.044 3 10.00 0.900 0.020 8 8/26/04 2:00 0.042 4 5.00 0.800 0.027 7 1/05/05 8:00 0.042 5 3.00 0.667 0.044 3 1/18/06 16:00 0.027 6 2.00 0.500 0.042 5 11/24/06 3:00 0.027 7 1.30 0.231 0.085 1 1/09/08 6:00 0.020 8 1.10 0.091 Computed Peaks 0.073 50.00 0.980 Royce Short Plat DCI 06711 Parcel Area ROW Area Total Area EXISTING SITE CONDITIONS TOTAL SITE & ROW AREA: Total TOTAL IMPERVIOUS: Exist Asphalt in ROW to Remain Exist Permitted Buildings on Lot 1 Exist Permitted Driveway for Lot 1 Total TOTAL PERVIOUS: Remainder of Site Total DEVELOPED SITE CONDITIONS TOTAL SITE & ROW AREA: Total TOTAL IMPERVIOUS: Exist Asphalt in ROW to Remain Proposed Frontage in ROW Proposed Access Road Exist Permitted Buildings on Lot 1 Proposed Impervious on Lot 2 Total TOTAL PERVIOUS: Total 20,112 sf 1,287 sf 21,400 sf 0.491 acres 21,400 sf 0.491 acres 1 889 sf 4,086 sf 14,933 sf 14,933 sf 0.343 acres 21,400 sf 889 sf 399 sf 4,968 sf 1,492 sf 4,000 sf 11,747 sf 9,653 sf J Net New Impervious Surface = proposed impervious area - existing impervious area = (11,747) - (6,467) = 5,280 sf 0.462 acres 0.030 acres "' 0.020 acres 0.034 acres 0.094 acres sf 0.148 acres 0.343 acres MODEL AS TILL PASTURE 0.491 acres 0.020 acres 0.009 acres 0.114 acres 0.034 acres 0.092 acres 0.270 acres 0.222 acres MODEL AS TILL GRASS Total New PGIS � ° pbl5 : N� J o c Rf/ ✓ = proposed frontage i 'I OW + additional asphalt for access road + lot 2 proposed driveway = (399) + (4,968 - 4, 86) + (300) = 1 ,580 sf JMK 4/25/2007 DCI # 06711 Pervious Land Types Land Use KCRTS Soil Group Cover Group Area (sf) Acreage Remainder of Site Till Till Till Outwash Outwash Outwash Wetland Forest Pasture Grass Forest Pasture Grass -- 14,933 0.343 Impervious Land Types Land Use Acreage EIF EIA Non Effective Area Reverts to: Ex Asphalt in ROW Ex Permitted Bldg Ex Permitted Dwy 0.020 0.034 0.094 0.50 0.50 0.50 0.010 0.017 0.047 0.010 0.017 0.047 Till Pasture Till Pasture Till Pasture Adjusted Land Use Areas Based on EIF Calculations KCRTS Soil Group Cover Group Added Acreage Computed Acreage for Model Till Till Till Outwash Outwash Outwash Wetland Effective Impervious Forest Pasture Grass Forest Pasture Grass -- -- 0.074 -- -- 0.417 0.074 Total Area Check 91 Flow Path Data Land Use Length Slope Notes: KCRTS Data Entry & Computation Sheet Project: Comp by: Date: Basin Name: File Name: Region: Scale Factor: Time Step: Record Length: Total Acreage: 06711 - Royce Short Plat JMK 4/25/2007 Predeveloped PREDEV Seatac 1.00 Hourly Reduced 0.491 page 1 of 1 Part B — Developed Site Hydrology KCRTS Input Parameters for the developed conditions are shown in the attached data input sheets. The fully developed site conditions will have approximately 11,750 SF of impervious surface. The remainder of the site was modeled as grass as it will be landscaping in the form of grass, groundcover and shrubs. The postdeveloped site will include an access road, driveways, roof areas and landscaped yards. For sizing, impervious surfaces for roofs and driveways are approximated at 4,000 SF per lot for both proposed lots. Other impervious surfaces will include sidewalk and paving in South 146 Street right -of -way. The remaining area will consist of residential landscaping and lawns and be considered grass. The site is too small for effective dispersal. A rock splash pad is utilized for discharge of stormwater from the catch basin system. Perforated stub out connections should also be included for each lot. See Figure 1.3 for a basin map with developed conditions. The various cover types occur in the following proportions: Model Postdeveloped: Till Grass: Impervious: Total: Complete KCRTS input summary sheets are included on the following pages. The postdeveloped model yields the following peaks: Flow Frequency Analysis Time Series File:postdev.tsf Project Location:Sea -Tac - -- Annual Flow Rate (CFS) 0.085 0.068 0.103 0.072 0.087 0.090 0.104 0.175 Computed Peak Rank 6 8 3 7 5 4 2 1 Peaks Part C — Performance Standards 0.221 acres 0.270 acres 0.491 acres Flow Rates - -- Flow Frequency Analysis Time of Peak 2/09/01 2:00 1/05/02 16:00 2/27/03 7:00 8/26/04 2:00 10/28/04 16:00 1/18/06 16:00 10/26/06 0:00 1/09/08 6:00 - - Peaks (CFS) 0.175 0.104 0.103 0.090 0.087 0.085 0.072 0.068 0.151 - - Rank 1 2 3 4 5 6 7 8 Return Prob Period 100.00 0.990 25.00 0.960 10.00 0.900 5.00 0.800 3.00 0.667 2.00 0.500 1.30 0.231 1.10 0.091 50.00 0.980 The City of Tukwila has specified Level 2 Flow Control and Basic Water Quality treatment as the required performance standards. Royce Short Plat DC1 06711 Pervious Land Types Land Use KCRTS Soil Group Cover Group Area (sf) Acreage Remainder of Site Till Till Till Outwash Outwash Outwash Wetland Forest Pasture Grass Forest Pasture Grass -- 9,653 0.222 Impervious Land Types Land Use Acreage EIF EIA Non Effective Area Reverts to: Ex Asphalt in ROW Prop. Frontage Prop. Access Road Ex Permitted Bldg Prop. Imp. on Lot 2 0.020 0.009 0.114 0.034 0.092 1.00 1.00 1.00 1.00 1.00 0.020 0.009 0.114 0.034 0.092 0.000 0.000 0.000 0.000 0.000 Adjusted Land Use Areas Based on EIF Calculations KCRTS Soil Group Cover Group Added Acreage Computed Acreage for Model Till Till Till Outwash Outwash Outwash Wetland Effective Impervious Forest Pasture Grass Forest Pasture Grass -- -- -- -- 0.222 0.270 Total Area Check 0.491 Flow Path Data Land Use Length Slope Notes: KCRTS Data Entry & Computation Sheet I Project: Comp by: Date: Basin Name: File Name: Region: Scale Factor: Time Step: Record Length: Total Acreage: 06711 - Royce Short Plat JMK 4/25/2007 Postdeveloped POSTDEV Seatac 1.00 Hourly Reduced 0.491 page 1 of 1 Part D — Flow Control Systems As shown in our impervious area calculations in Part A of this section, only 5,280 SF of new impervious surface will result from project development including driveways, patios and roofs. Pursuant to Exemption 2 "Impervious Surface Exemption using Flow Control BMPs" in Section 1.2.3 of the 1998 KCSWDM, this project is exempt from providing formal flow control facilities. Also, project development will result in only a 0.09 CFS increase in 100 -year peak flow. Pursuant to Exemption 3 "Peak Flow Exemption using Flow Control BMPs" in Section 1.2.3 of the 1998 KCSWDM, this project is exempt from providing formal flow control facilities. The site is too small for effective dispersal; small site BMPs consisting of perforated stub out connections will be used for flow control. Part E — Water Quality System Our impervious calculations show that only 1,580 SF of PGIS will be added as part of this Project. Pursuant to Exemption 1 "Surface Area Exemption" in Section 1.2.8 of the 1998 KCSWDM, this project is exempt from providing a formal water quality facility. Royce Short Plat DCI 0671 I 5. Conveyance System Analysis and Design Royce Short Plat DCI 06711 5. Conveyance System Analysis and Design Site flows are very small relative to the capacity of the minimum required 12 -inch pipe size. A KCRTS of the entire site and surrounding roadway using 15- minute time steps was performed. A pipe full calculation has been prepared to show that on -site flows can be contained within the proposed catch basin and tightline system. The undetained 100 - year peak flow is 0.431 CFS. A 12 -inch pipe at 1% has a full flow capacity of 3.57 CFS. Flow Frequency Analysis Time Series File:postdevconvey.tsf Project Location:Sea -Tac - -- Annual Flow Rate (CFS) 0.129 0.095 0.292 0.104 0.180 0.158 0.182 0.431 Computed Peaks Peak Flow Rates - -- Flow Frequency Analysis Rank Time of Peak 6 8/27/01 8 1/05/02 2 12/08/02 7 8/23/04 4 11/17/04 5 10/27/05 3 10/25/06 1 1/09/08 18:00 15:00 17:15 14:30 5:00 10:45 22:45 6:30 - - Peaks - - Rank (CFS) 0.431 1 0.292 2 0.182 3 0.180 4 0.158 5 0.129 6 0.104 7 0.095 0.385 8 Full Flow Capacity for Pipe Input Parameters: Results: n Diameter S Area 0.79 Rh 0.25 Q 3.57 V 4.55 0.013 1.00 FT 1.00% Slope SQ. FT. FT CFS Ft/Sec Return Prob Period 100.00 25.00 10.00 5.00 3.00 2.00 1.30 1.10 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 Royce Short Plat DC1 06711 Roycc Short Plat 6. Special Reports and Studies DCI 06711 6. Special Reports and Studies No special reports or studies have been prepared. Royce Short Plat DCI 06711 7. Other Permits Royce Short Plat DC! 06711 7. Other Permits This section will be added after initial review. Royce Short Plat DCI 06711 Royce Short Plat 8. ESC Analysis and Design DCI 06711 8. ESC Analysis and Design This section will be added after initial review. Royce Short Plat DCI 06711 9. Bond Quantities, Facility Summaries, and Declaration of Covenant Royce Short Plat DCI 06711 9. Bond Quantities, Facility Summaries, and Declaration of Covenant This section will be added after initial review. Royce Short Plat DCI 06711 Royce Short Plat 10. Operations and Maintenance Manual DCI 06711 10. Operations and Maintenance Manual This section will be added after initial review. Royce Short Plat DCI 06711 AFTER RECORDING PLEASE RETURN TO Aaron Royce New Paradigm Development Group, LLC 45 Wallace Way Sequim, WA 98382 Grantors Grantee Abbreviated Legal Description EASEMENT AND MUTUAL MAINTENANCE AGREEMENT FOR ACCESS AND UTILITIES New Paradigm Development Group, LLC New Paradigm Development Group, LLC Assessor's Property Parcel Number Reference Numbers of Documents Assigned or Released SUMMARY THE EAST HALF OF LOT 14 IN BLOCK 7 OF ADAMS HOME TRACTS, VOL. 11 OF PLATS, PG. 31, RECORDS OF KING COUNTY, WA. 0040000930 N/A THIS AGREEMENT is made and entered into by and/or between Grantor: New Paradigm Development Group, LLC Grantee: New Paradigm Development Group, LLC on the following terms and conditions: RECEIVED MAY 17 2007 COMMUNITY DEVELOPMENT The above named parties to this agreement are the owners of Lots 1 — 2 of City of Tukwila Short Plat No. , filed on the day of under King County Recording No: 1 In consideration of the mutual benefits herein, the parties agree as follows: 1. A non - exclusive easement is hereby created on, over, through and across the land described in Attachment A for the purpose of private road, access and utilities. The easement is for the benefit of Lots 1 — 2 of the subject short plat. 2. The parties hereto agree that the owners of each lot in said short plat shall be responsible to pay an equal pro -rata share of the costs of maintaining the entire roadway and drainage facilities, located within the easement as shown on the short plat map and as Attachment A, which is incorporated herein by the reference. This covenant shall be binding on the heirs, successors, and assigns of the parties to this agreement and shall run with the title to their lot. IN WITNESS WHEREOF the parties have subscribed their signatures on the dates shown below COUNTY OF KING ) ss STATE OF WASHINGTON ) Date On this date personally appeared before me , to me known to be the individual or individuals described in and who executed the within and foregoing instrument, and acknowledged that he /she or they signed the same as his/her or their free and voluntary act and deed, for the use and purposes therein mentioned. Given under my hand and official seal this day of Printed Name: NOTARY PUBLIC in and for the State of Washington, residing at My Commission Expires 2 'Al WT t 20' ACCESS k UM ESYT • —5' UT1L ESLT !LOT...1- - 9.873 SF. -8,702 SF NET 64.37 •_`N87 60 64.37 S TENP 5' GRADING DRAINAGE ES/Ai _ SOUTH .146TH STREET U.r 64.37 N1DE DRAINAGE ESYT DUNCANSON Company, Inc. CIVIL ENGINEERING • SURVEYING ' LAND PLANNING 145 S Y 155th ST., Ste. 102, Seattle, Washington 98166 Phone: (206) 244 -4141 Far. (206) 244 -4455 DRAWN: FMK SCALE: 1" = 50' DATE: 05/17/07 PROJECT: 06711 SHEET: 1 of 1 ATTACHMENT A MAP OF EASEMENT AREA ROYCE SHORT PLAT 4037 SOUTH 146TH STREET TUKWILA, WA 98168 • • LOT CLOSURE CALCULATIONS CITY OF TUKWILA SHORT PLAT NO. # Prepared by: Duncanson Company, Inc. DCI Project No.: 06711 Date: May 14, 2007 Parcel name: Subject Property Beginning at the northwest corner thereof; North: 175670.50 East : 1281892.86 Line Course: S 87 -44 -41 E Length: 64.37 North: 175667.96 East : 1281957.18 Line Course: S 01 -06 -23 W Length: 312.47 North: 175355.55 East : 1281951.15 Line Course: N 87 -48 -50 W Length: 64.37 North: 175358.01 East : 1281886.82 Line Course: N 01 -06 -30 E Length: 312.55 North: 175670.50 East : 1281892.87 Perimeter: 753.76 Area: 20,112 sq. ft. 0.46 acres • Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: N 76 -52 -08 E Error North: 0.002 East : 0.009 Precision 1: 75,376.00 Parcel name: Lot 1 Beginning at the northwest corner thereof; North: 175670.50 East : 1281892.86 Line Course: S 87 -44 -41 E Length: 64.37 North: 175667.96 East : 1281957.18 Line Course: S 01 -06 -23 W Length: 153.38 North: 175514.61 East : 1281954.22 Line Course: N 87 -48 -50 W Length: 64.37 North: 175517.07 East : 1281889.89 Line Course: N 01 -06 -30 E Length: 153.46 North: 175670.50 East : 1281892.86 Perimeter: 435.57 Area: 9,873 sq. ft. 0.23 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: N 59 -07 -42 E Error North: 0.002 East : 0.004 Precision 1: 435,580,000.00 Parcel name: Lot 2 Beginning at the northwest corner thereof; North: 175517.07 East : 1281889.89 Line Course: S 87 -48 -50 E Length: 64.37 North: 175514.61 East : 1281954.21 Line Course: S 01 -06 -23 W Length: 159.09 North: 175355.55 East : 1281951.14 Line Course: N 87 -48 -50 W Length: 64.37 North: 175358.01 East : 1281886.82 Line Course: N 01 -06 -30 E Length: 159.09 North: 175517.07 East : 1281889.90 Perimeter: 446.93 Area: 10,239 sq. ft. 0.24 acres • • Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: S 88 -53 -33 E Error North: -0.000 East : 0.005 Precision 1: 44,692.00 • SEATTLE, WA 98104 EXCEPTIONS: SEE SCHEDULE B ATTACHED CHARGE: TAX: $ 17.60 Records examined to March 21, 2007 By T TITLE INSURANCE COWAN w 00 COLUMBIA CENTER, 701 5TH AVE SHORT PLAT CERTIFICATE Certificate for Filing Proposed Short Plat O In the matter of the short plat submitted for your approval, this Company has examined the records o e County Auditor and County Clerk of KING County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in said KING County, to -wit: SEE SCHEDULE A (NEXT PAGE) VESTED IN: NEW PARADIGM DEVELOPMENT GROUP LLC, AS TO PARCEL A; AND at 8:00 A.M. CHICAGO IIILE INSURANCE COMPANY HA RTS /EISENBREY Title Officer (206) 628-5623 Order No.: 1228739 ROBERTA CARLILE AND LYLE ADAMS, AS TRUSTEES OF THE ADAMS LIVING TRUST DATED OCTOBER 13, 2004, AS TO PARCEL B. RECEIVE MAY 17 2001 SHPIATA /12-590/HK PARCEL A: PARCEL B: -CAGO TITLE INSURANCE COMPAN • SHORT PLAT CERTIFICATE SCHEDULE A (Continued) LEGAL DESCRIPTION CHICAGO TITLE INSURANCE COMPANY OrderNo.: 1228739 THE EAST HALF OF LOT 14, BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON. THE WEST HALF OF LOT 14, BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON. • • GENERAL EXCEPTIONS: CHICAGO TITLE INSURANCE COMPANY SHORT PLAT CERTIFICATE SCHEDULE B This certificate does not insure against loss or damage by reason of the following exceptions: A. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. Rights or claims of parties in possession not shown by the public records. Order No.: 1228739 C. Encroachments, overlaps, boundary line disputes, and any other matters which would be disclosed by an accurate survey and inspection of the premises. D. Easements or claims of easements not shown by the public records. E. Any lien, or right to lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the public records. F. Liens under the Workmen's Compensation Act not shown by the public records. G. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. H. General taxes not now payable; matters relating to special assessments and special levies, if any, preceding or in the same becoming a lien. I. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights, claims, or title to water. K. THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT THE LIABILITY OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS ($1000.00). CHICAGO I I LE INSURANCE COMPANY SHPLATB /031644 /soc FROM: RECORDED: RECORDING NUMBER: YEAR: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE -LAND: ASSESSED VALUE - IMPROVEMENTS: GENERAL & SPECIAL TAXES: AFFECTS: PARCEL A. Ei CAGO TITLE INSURANCE COMPAN • SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS A 1. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED: CHICAGO III LE INSURANCE COMPANY Order No.: 1228739 1 JOHN W. SPRAGUE AND JULIA F. SPRAGUE, HIS WIFE FEBRUARY 14, 1873 VOLUME 7 OF DEEDS AT PAGE 181 AS FOLLOWS: SUBJECT TO THE RIGHT OF THE PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE THEREFROM HIS ORE, SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES HEREBY GRANTED AS PROVIDED BY LAW 3 2. AN EASEMENT FOR SIDE SEWER AFFECTING THE PORTION OF SAID PREMISES STATED HEREIN AND CONTAINING A PROVISION FOR BEARING EQUAL COSTS OF MAINTENANCE, REPAIR OR RECONSTRUCTION OF SAID COMMON SEWER BY THE USERS: s,/ / �'v / 1_,,� WIDTH: 5 FEET LOCATION: AS DESCRIBED IN SAID INSTRUMENT A1ke\ RECORDED: FEBRUARY 12, 1993 RECORDING NUMBER: 9302120279 c 3. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): 2007 004000 - 0930 -07 2401 $ 73,000.00 $ 88,000.00 BILLED: $ 1,979.57 PAID: $ 0.00 UNPAID: $ 1,979.57 NOTE: IF THE TAX AMOUNT IS NOT EVENLY DIVISIBLE INTO TWO PAYMENTS, KING COUNTY WILL REQUIRE THE HALF PAYMENT BE ROUNDED UP TO THE NEXT CENT. FAILURE TO ROUND UP THE HALF PAYMENT MAY RESULT IN REJECTION OF THE TAX PAYMENT BY THE COUNTY. a 4. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE -LAND: ASSESSED VALUE - IMPROVEMENTS: GENERAL & SPECIAL TAXES: AFFECTS: PARCEL B. GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NUMBER: LOAN NUMBER: AFFECTS: PARCEL A. di CAGO TITLE INSURANCE COMPAN SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS 2007 004000 - 0925 -04 2401 $ 73,000.00 $ 159,000.00 • BILLED: $ 2,847.49 PAID: $ 0.00 UNPAID: $ 2,847.49 OrderNo.: 1228739 NOTE: IF THE TAX AMOUNT IS NOT EVENLY DIVISIBLE INTO TWO PAYMENTS, KING COUNTY WILL REQUIRE THE HALF PAYMENT BE ROUNDED UP TO THE NEXT CENT. FAILURE TO ROUND UP THE HALF PAYMENT MAY RESULT IN REJECTION OF THE TAX PAYMENT BY THE COUNTY. s 5. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: RICHARD B. ROYCE AND KRISTINA S. ROYCE, JOINT TENANCY RAINIER TITLE NATIONAL CITY MORTGAGE $ 312,000.00 SEPTEMBER 7, 2006 SEPTEMBER 19, 2006 20060919001735 THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. 6. TERMS, POWERS, CONDITIONS, AND LIMITATIONS OF THE TRUST UNDER WHICH TITLE IS HELD. 7. TERMS AND CONDITIONS OF THE LIMITED LIABILITY COMPANY AGREEMENT FOR NEW PARADIGM DEVELOPMENT GROUP, LLC. 8. AN LACK OF A EVIDENCE THAT A CERTIFICATE OF FORMATION FOR NEW PARADIGM DEVELOPMENT GROUP, LLC, HAS BEEN FILED IN THE OFFICE OF THE SECRETARY OF CHICAGO III LE INSURANCE COMPANY SHPLATB3 /12,1290/EK STATE IN ACCORDANCE WITH STATUTE. EXCEPTIONS -CAGO TITLE INSURANCE COMPAN SHORT PLAT CERTIFICATE SCHEDULE B (Continued) 9. THE LEGAL DESCRIPTION IN THIS CERTIFICATE IS BASED ON INFORMATION PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS AS DEFINED HEREIN. THE PARTIES MUST NOTIFY THE TITLE INSURANCE COMPANY IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. NOTE 1: THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 64.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: LOT 14, BLOCK 7, VOLUME 11 PLATS PG 31. AS OF MARCH 21, 2007, THE TAX ACCOUNTS FOR SAID PREMISES ARE 004000 - 0930 -07, AND 004000 - 0925 -04. END OF SCHEDULE B CHICAGO I I I 'LE INSURANCE COMPANY • OrderNo.: 1228739 S H P L ATB3 / 12 -12 -90 / EK 'U1CAUU TITLE INSUKANUE UUMYAIN • • SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OF THIS COMMITMENT: DUNCANSON COMPANY, INC. JENNIFER KELLY E/I NEW PARADIGM DEVELOPMENT GROUP AARON ROYCE E /1 /1 CHICAGO 1TILE INSURANCE COMPANY Order No.: 1228739 SHPLATB3 /121290/EK CHICAGO TITLL •RANCE COMPANY 701 FIFTH AVENUE, #3400, SEATTLE, WA 98104 PHONE: (206)628-5623 FAX: (206)628-5657 IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. 33 41.01 AD 1111sh 035 004000 0135 AMS 29 28 4 E: 11111$, C654 141711, C(190 28 -------- ----- 27 Malt 0555 1' ------ 27 21174ils 26 015 1111/1 0922 26 25 1 0 CC ' , fill. 59C5 TRA 4 CTS 1 6' ? ZUNI, 051 ' I 22711J1. 0175 A .11.31A 12 13 065 I'll',. 2147511 066 058 HO 217121. 0623 MA 21 ME 0244 4 0330 01155 .....+.■.........■..............+.+++...—,....+—.................—..,...... 71871 TU SP 01111 7771.0 1111i. 5.. coJ C 666 4 4 - 4j54 77.70 ' suns 24 3 4 +4 2 .., "L95-004 563 <•-• B 01706513 ,,,,,, 02072 " 0E67 5761s 6Th r _ _ 20 MAP/RDA/0999 20060919001734 Document Title(s) (or transactions contained therein): (all areas applicable to your document must be filled in) l .y Iv I. .At ..Iat. , ..ei. . 2. 3. 4. Reference Number(s) of Documents assigned or released: Additional reference #'s on page of document Grantor(s) Est name, first name, initials) L ('QY('V #R() Q.f -�O,, "1"rt 15 rt2C' , 2. J ynrnf Mc- , Trtt }ea , l Additional names on page of document. Gr tee(s) (L ast name first, then first name and initials) _, >, 1. o?wt�e t i r; d "g a`, .,,;' ►L I,�.D BY . 2 0 ? )r i t5 r flc . ,�_z: }c TITLE t P gs _..�._ .___ Fee _ �i�)O Additional names on page of document. ki 03155 Legal description (abbreviated: i.e. lot„ block, plat or section, township, range) A+n t 441U, '(?? 4'i `I- Adctin 14,mo' `T . ) Additional legal is on - page of document. , Assessor's Property Tax Parcel/Account Number ❑ Assessor Tax # not yet assigned ac)uOONWi 0 The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. • Return Address: q4pra Z.-eoL and rt4nck 5 Rot,.ee y 1�7 d I e N4kx l l r°, wr grsvisa 20060919001734 RAINIER TITLE WD 84.00 PAGE001 OF 003 09/19/2008 15:13 KING COUNTY, UA P E2237766 Please print or type Information WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65.04) 09/19/2008 15:11 KING COUNTY, UA SALE $220,000.00 PAGE001 OF 001 I am requesting an emergency nonstandard recording for an additional fee as provided in RCW 36.18.010. I understand that the recording processing requirements may cover up or otherwise obscure some part of the text of the original document. G,. not Signature of Requesting Party LV VO V.7 I V V I/ JK. V V I 20050131000876 When Recorded Mail to: V. EILEEN ADAMS PO Box 68732 Seattle, WA 98168 Assessor's Tax Parcel 0: 004000 0925 & 004000 0930 #44.2 4 211 - " - .4 " 1.1--19--- ' V. EILEEN ADAMS, Grantor STATE OF WASHINGTON COUNTY OF KING in and for the State of W My Commission Expi • GTON wrox ) ss- On this day personally appeared before me V. EILEEN ADAMS, to me known to be the individual(s) described in and who executed the within and foregoing instrument, and acknowledged that she signed the same as her free and voluntary act and deed, for the uses and purposes therein mentioned. /� GIVEN under hand and official seal this / day of QQ 111/.6.7 , 2005. j / NOTARY PUBLIC ill llO IIIIIn1I 20050131000876 JENSEN LAW OFF WD 19 00 PAGE001 OF 001 01/31/2005 11:25 KING COUNTY, WA E2098949 01/31/2005 11:25 KING COUNTY, WA SALE $0.00 LIMITED WARRANTY DEED • PAGE001 OF 001 Recorded at the Request of: Jensen Law Office, PLLC / The draftsman assumes no responsibility for the legal description and stated title owner(s) herein which were supplied by the parties hereto. GRANTORS, V. EILEEN ADAMS, an unmarried person, as her separate estate, as a mere change in identity only, does hereby convey and warrant to ROBERTA CARLILE and LYLE ADAMS, Trustees, or their successors in trust, under the ADAMS LIVING TRUST, dated October 13, 2004, and any amendments thereto, GRANTEE, Grantor's entire interest and any interest Grantor may hereafter acquire in the following described real property in the County of KING, State of WASHINGTON: THE WEST ONE -HALF AND THE EAST ONE -HALF OF LOT 14, BLOCK 7, PLAT OF HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON. Including and subject to all matters of record. The liability and obligations of Grantor to Grantees and Grantees' successors under the warranties contained herein shall be limited to the amount, nature and terms of any title insurance coverage available to Grantor under any title insurance policy. Grantor shall have no liability or obligations except to the extent that reimbursement for such liability or obligation is available to Grantor under any title insurance policy. Grantor specifically revokes the prior form of ownership in the subject property which was held as Joint Tenants with right of survivorship with Anna M. Van Frachen, who acquired title as Anna M. Van Franchen. DATED and delivered this %9 of 2005. GW&D1PaSALLEN.RalAISLAND CO DEED.DOC PLACE NOTARY SEAL HERE I 1 vvvv r v.VV I 20050131000877 When Recorded Mail to: ANNA M. VAN FRACHEN PO Box 68732 Seattle, WA 98168 Assessor's Tax Parcel d: 004000 0925 & 004000 0930 DATED and delivered this /9 of to q/ 7i rZ'Q� ANNA M. V� FRACHEN, Grantor t 200501 JENSEN LAW OFF WD 19.00 PAGE001 OF 001 01/31/2005 11:25 KING COUNTY, WA E2098950 01/31/2005 11:25 KING SALE COUNTY, E$2.00 $ LIMITED WARRANTY DEED PAGE001 OF 001 Recorded at the Request of: Jensen Law Office, PLLC / The draftsman assumes no responsibility for the legal description and stated title owner(s) herein which were supplied by the parties hereto. GRANTORS, ANNA M. VAN FRACHEN, an unmarried person, as her separate estate, as a mere change in identity only, does hereby convey and warrant to ROBERTA CARLILE and LYLE ADAMS, Trustees, or their successors in trust, under the VAN FRACHEN LIVING TRUST, dated October 13, 2004, and any amendments thereto, GRANTEE, Grantor's entire interest and any interest Grantor may hereafter acquire in the following described real property in the County of KING, State of WASHINGTON: THE WEST ONE -HALF AND THE EAST ONE -HALF OF LOT 14, BLOCK 7, PLAT OF HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON. 2005. Including and subject to all matters of record. The liability and obligations of Grantor to Grantees and Grantees' successors under the warranties contained herein shall be limited to the amount, nature and terms of any title insurance coverage available to Grantor under any title insurance policy. Grantor shall have no liability or obligations except to the extent that reimbursement for such liability or obligation is available to Grantor under any title insurance policy. Grantor specifically revokes the prior form of ownership in the subject property which was held as Joint Tenants with right of survivorship with V. Eileen Adams. c1F&D1PMFW.LD.R &Lv LAND CO DEED.DOC STATE OF WASHINGTON COUNTY OF KING ) ss- .19N . wos day On this day personally appeared before me ANNA M. VAN FRACHEN, to me known to be the individual(s) described in and who executed the within and foregoing instrument, and acknowledged that she signed the same as her free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under It hand and official seal this /9 da of 1 }(}e.t,u , 2005 r / / WAY R. 41 imiNg!WI in and for the State of WASH ON My Commission Expires: • - mar ARY PUBLIC PLACE NOTARY SEAL HERE ' AFTER RECORDING MAIL TO: Richard B. Royce and Kristina S. Royce 45 Wallace Way Sequim, WA 98382 Filed for Record at Request of: Rainier Title Escrow Number: 403455 Grantor(s): Roberta Carlile and Lyle Adams, Trustees under the Adams Living Trust and Roberta Carlile and Lyle Adams, Trustees under the VanFrachen Living Trust Grantee(s): ROYCE, Richard B. & Kristina S. Abbreviated Legal: EAST HALF LOT 14 BLK 7 ADAMS HOME TRACTS Additional Legal(s) on page: Assessor's Tax Parcel Number(s): 0040000930 THE GRANTOR(S) Roberta Carlile and Lyle Adams, Trustees under the Adams Living Trust dated October 13, 2004 and Roberta Carlile and Lyle Adams, Trustees under the VanFrachen Living Trust dated October 13, 2004 For and in consideration of Ten Dollars and Other Good and Valuable Consideration In hand paid, conveys, and warrants to Richard B. Royce and Kristina S. Royce, husband and wife The following described real estate, situated in the County of King, State of Washington: THE EAST HALF OF LOT 14 IN BLOCK 7 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. SUBJECT TO: See attached Exhibit A which is made a part hereof by this reference. Dated this the 15th day of August, 2006 Roberta Carlile, Trustee under the Adams Living Trust T- ds�.jho Roberta Carlile, Trustee under the VanFrachen Living Trust State of Indiana County of &pick" • • ) STATUTORY WARRANTY DEED TA{Y Lyle Adams, Trustee under the Adams Living Trust 7 •,` Lyle Adams, Trustee under the VanFrachen Living Trust Notary Acknowledgment I certify that I know or have satisfactory evidence that Roberta Carlile and Lyle Adams signed this instrument, on•+oatll sttt that they are authorized to execute the instrument and acknowledged it as the Trustees of the • • Adarns.Liylnd• Trust and the VanFrachen Living Trust both dated October 13, 2004 to be their free and - vol'unta y such party for the uses and purposes mentioned in this instrument. • . , '13TEi4i$$E A. t,{t pt'TTI.QRAtBEA . 7AgY PIJeLIC. P itir-Ckxa*y, tnniana WCvR+micsion Exp.ue October 20, -2 :Ai Sident o1 Porter County, ind6ane No : ry Public in and for the State of Indiana Residing at: I-124-er COLLyi My appointment expires: 1 /..?c) J LPB -10 7/97 20060919001734:002 • • EXHIBIT A 1. SIDE SEWER EASEMENT AND THE TERMS AND CONDITIONS THEREOF: AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: FEBRUARY 12, 1993 RECORDING NO.: 9302120279 SAID EASEMENT CONTAINS A COVENANT TO BEAR EQUAL SHARE OF COST OF CONSTRUCTION, MAINTENANCE OR REPAIR OF SAME. LPB -I0 7/97 20060919001734.003 NAME 13 i ek ADDRESS L c VA)/4(--e., hAy crry Se70; 14/g eYR39z- STATE ZIP Tex GRANTOR Dated /5 12ZZ:6, ) siXrE O1/;;; es, cowry OF Filed kr Record at Request of Dated: It - ' 7 " -- C fe• QUIT CLAIM DEED GYNj.1- K. SMITH Noty Public in and fir the State of h )/1 44 Residing My appoiatet expires: (-7- 2. 24./( iii HYMN= d 200 61109001663 PAG6001 OF 001 11CD 32.00 11/06/2000 16:17 KING COUNTY, wA E2248958 11/08/2906 13:27 KING COUNTY, WA TAX 619.09 SALE $9.08 PAGE881 OF 001 h t (Lb 2-Cs GE 6+,6.1 1 he, S 40y 4E AS H A.414,4") Ca 7 for and in consideration of I t cOrwcys smd quit claims us P frre-A ..5 1:level wt K-1. 5 ft- ue L C the following described real estate, situated in the County of state of Washington toanher with all after acquired tide of the peanuts) therein: Die EAst ii-ALF 04 L or vi Al I o c_i< 7 a _c e - ritkc t A 5 PtR. / Q"ac"-DeD 1 8 vnt ti b-c f^le 3 1 iaCc-D5 o4 n c , c Ty Ai t o c 5 its tc r - 1 1 - $■< TMA le...w i. e. a oNTy o I N4 J s 1 - 4 re e , - i)ki9fO ASSCSSOel Property Tax Parcel/Account Number 0 0 1 0000 9 3 I may that 1 know or hive zatiffactory evidence that 4.014:),,, /6I.J.t re the person who appeared before me. and said per= acknowledged that 'de naiad this instrument and acknowledged it to be Alik;I 6.4 and ecduntary act for thrum: and purposes mentioned in this immanent. LPB-12(1) 11/96 •1t a P8fil0R &e PUG IC^,SOUHU eOMP;,NYL °itc 4.0.1 f �' '' Y i. i r� �� + fir . .i]�1 �3> ql •v 0:4071.. 4.= -4, � C -. eon rent,' to'2nd Ott;/: Lots No. 10 !� 11 dr�;.of b x '3,, cons 12. •' Ora psr 1patent 12634; ALSO u11 3eo . 22 ; 64010crefelA U Pia ent 2635) Y1 ? Se0:�27,-con 640 auras Us Pe tent 2736); ALs0 "ti,o gtlot'...at of See 26, can 280 uere3 (U:iPat 7 );;.ALSO 7i��df.f1Y ,- . , o >�.��% I ~;r1ND SE of SEt of Sac 9, con ?BOucrea " (US P3t:2b39); =ALSO''SEl . 60 Scree, (US Pat 5949) ; AL:•30. uEk• Sec • 5 ( 160 acre US ,P t7j30) e o::t ( 16tvn res, US PAL 5952) ::1t of See' 23 (160:acres -U ["`';:Pat `5955); :N1'1 '°tt6OWtorus U.S. Pot 5983); :'Y1; of Sea 5;° in' Town6hip''23,N .:R.: 4;.L.W (16 r '8);•:JI.SO the SV;4, the SEt AM) of:3a): o�f Sea 251-in . Toanehlp;2 /. •R..3 fs•.w. ►1. ( ?FO tc res U. S. Put 2636). •�./QU � ! - 'f � >Z �•� '1� � �i BJ Tf to�any " "vestod : and ,accrued:.water.,rlghts (aa su ual - inU ; 8'patents FAT :. td. tha'Mg t `;of the • ". roprietor_;bf vi .'0 ode • ,axt - ef; d emc . e A' A .. w ,.�.y y',.:.C,v.' 8';c ' .. k4b ^, ,y3;:µ"4 ,)- .�a w' «-0 TY /� ia,1 :.7'• -'� .: -/, r � !!+ . , - ' --, :z � r n ; . �.a r �_� r •4:.� Sri= r rrn" "�nC7 v s ;T r:7 f , 4'1 "p.m vier A �u°�Te*! i • , :ar47,"sr. . (r• • e,.. r-. s.++. w,. w..- .- '»...•.....- �!�r..w.�r� �+,.�,..e.,1f• �n+ q1J •s?•e{R.r�.,�•►..M+w.�...e,r� w,.ea�.�e,.i{,�nn..y�.p.�. ,_,.;,.:•. ' •,. -,•:, .. tea le ricit:;7,,;.4:41:45,,,,A31 t;i:i3 4 : • - - • 4 • • 14,.. 4 . • - the M'romillhio.sore;'-7 sbould "the.. s am t i ` b e rosin d t i'" t 660 i -'• Teaks° S'::liert15 Wrati ted k a a.lo ro ii. d ad i•bi1VW: 0.05A0,149.00.14 : ; • •••••' ti .1 3111 ANC a 4. . / VAL VUE SEWER DISTRICT 14816 wow ROAD SOUTH TWO PARTT R0.0063 DECLARATICN CV EASEMENT POR SIDE SIFTER SEATTLE, WASHINGTON 98168 WHEREAS; THIS AGREEMENT, made this Miry of January. a 199 between Z � 38 Ogg MAID Adams, V. Eileen . Van Frachen, Anna M. Omaers of the following described real property situated in King County, Washington, to— e 4031 S. 146th St. Lot 14, Block.7 Adams Home Trs W 1 2 AND OINNFRS MAIM; 4037 S. 146th St. Same as above Owners of the following described real property situated in King County, Washington, to-46 are desirous of establishing a side sewer easement for the benefit of each of said proper: vl'11fE9SETNi That for and in consideration of the mutual covenants herein expressed, is hereby agreed between the above parties as follows: let — A side sewer shall be constructed as follows: (brief legal description of location of easement) Starting at a point along S 146th, 9 feet East of commpn property corner thence 8 feet south thence to a oint skink� common property line i 26' south of front Prop. 1 i nethsaif t be; t air� u eic� n �pa 3 rty e e d t oe w e e grdrit c ntg°211 l ,l fvhe eaeeeent 5 N feet wide for sewer along the line as constructed for the use of said properties and of " N re such additional area immediately adjacent to the easement as shall be quired for the construction and repair as say be required of the sewer pipeline. N 3rd — The coat of construction of said sewer shall be borne by the owners of the said properties as follows: lT 4th —The coot of maintenance, repair or reconstruction of that portion of the sewer used in common shall be borne in equal shares, except that the owners of any lower parcel shall not be responsible for the pert of the sewer above their connection; and when nec— essary to repair, clean or reconstruct the sewer, the parties to this agreement shall have • right of entry for that purpose. 5th — This agreement shall be a covenant running with the land and shell be binding upon all parties, their heirs and assigns forever. IN WITNESS WHFIIWF we hereunto set our hands and eeala the day and year first above written. STATE OF WASHDIGTC t ) COUNTE CV KING ) SS g This is to certify that on thief day of 4' , 19 23 ,. before me, the undersigned, a Notary Public in and for the State o% Washi on, duly comedesioned and g sworn, personally case to me to be the parties who executed the within inst , and acknowldgad to se that the he. ehO signed and sealed the same as ( h lr; hie. her ) free and 'olunt act and deed for the uses and purposes therein entioned. . 5 WITNESS ay hand and seal the day and year in this certificate first above written. 8 Lot 14 Block 7 E 1 2 Olb 100 si>1O73H AUEt3 9(1* VI 00 Notary Public in and for the State of Washington, residing at, (Space Above This Line For Recording Data) DEED OF TRUST 20060919001735 RAINIER TITLE DT 53.00 PAGE001 OF 021 09/19/2008 15:13 KING COUNTY, (IA 0004815715 Assessor's Parcel or Account Number 60 30 Abbreviated Legal Description: E HALF OF LOT 14, BLK 7, Adams I -!-om€ m 5 )Include lot, block and plat or section, township and range) Full leg description located on page DEFINITIONS Words used in multiple sections of this document are defined below and other words are defined in Sections 3, 11, 13, 18, 20 and 21. Certain rules regarding the usage of words used in this document are also provided in Section 16. (A) "Security Instrument" means this document, which is dated together with all Riders to this document. (B) "Borrower" is RICHARD B ROYCE and KRISTINA S ROYCE Joint Tenancy Borrower is the trustor under this Security Instrument. (C) "Lender" is National City Mortgage a division of National City Bank © ®6(WA) (0012) Page 1 of 15 VMP MORTGAGE FORMS - (800)521 -729 September WASHINGTON - Single Family - Fannie Mae /Freddie Mac UNIFORM INSTRUMENT 7, Rr CORDED BY RAINIER TITLE Pgs a1 Pee 5W �{03g55 — C 2006 i i Form 3048 1/01 iu i II 20060919001735.001 Lender isa National Banking Association organized and existing under the laws of United States Lender's address is 3232 Newmark Drive, Miamisburg, OH 45342 Lender is the beneficiary under this Security Instrument. (D) "Trustee" is i?aini cr - TT-11Q (E) "Note" means the promissory note signed by Borrower and dated September 7, 2006 The Note states that Borrower owes Lender THREE HUNDRED TWELVE THOUSAND & 00/100 Dollars (U.S. $ 312, 000.00) plus interest. Borrower has promised to pay this debt in regular Periodic Payments and to pay the debt in full not later than May 1, 2037 (F) "Property" means the property that is described below under the heading "Transfer of Rights in the Property." (G) "Loan" means the debt evidenced by the Note, plus interest, any prepayment charges and late charges due under the Note, and all sums due under this Security Instrument, plus interest. (H) "Riders" means all Riders to this Security Instrument that are executed by Borrower. The following Riders are to be executed by Borrower (check box as applicable]: ❑ Adjustable Rate Rider ❑ Condominium Rider ❑ Second Home Rider ❑ Balloon Rider ❑ Planned Unit Development Rider © 1-4 Family Rider ❑ VA Rider ❑ Biweekly Payment Rider ❑ Other(s) [specify] X CONSTR PERM RDR © .6(WA) (0012) (I) "Applicable Law" means all controlling applicable federal, state and local statutes, regulations, ordinances and administrative rules and orders (that have the effect of law) as well as all applicable final, non - appealable judicial opinions. (J) "Community Association Dues, Fees, and Assessments" means all dues, fees, assessments and other charges that are imposed on Borrower or the Property by a condominium association, homeowners association or similar organization. (K) "Electronic Funds Transfer" means any transfer of funds, other than a transaction originated by check, draft, or similar paper instrument, which is initiated through an electronic terminal, telephonic instrument, computer, or magnetic tape so as to order, instruct, or authorize a financial institution to debit or credit an account. Such term includes, but is not limited to, point -of -sale transfers, automated teller machine transactions, transfers initiated by telephone, wire transfers, and automated clearinghouse transfers. (L) "Escrow Items" means those items that are described in Section 3. (M) "Miscellaneous Proceeds" means any compensation, settlement, award of damages, or proceeds paid by any third party (other than insurance proceeds paid under the coverages described in Section 5) for: (i) damage to, or destruction of, the Property; (ii) condemnation or other taking of all or any part of the Property; (iii) conveyance in lieu of condemnation; or (iv) misrepresentations of, or omissions as to, the value and/or condition of the Property. (N) "Mortgage Insurance" means insurance protecting Lender against the nonpayment of, or default on, the Loan. (0) "Periodic Payment" means the regularly scheduled amount due for (i) principal and interest under the Note, plus (ii) any amounts under Section 3 of this Security Instrument. Initials Page 2 of 15 �!_ Form 3048 1/01 20060919001735.002 • (P) "RESPA" means the Real Estate Settlement Procedures Act (12 U.S.C. Section 2601 et seq.) and its implementing regulation, Regulation X (24 C.F.R. Part 3500), as they might be amended from time to time, or any additional or successor legislation or regulation that governs the same subject matter. As used in this Security Instrument, "RESPA" refers to all requirements and restrictions that are imposed in regard to a "federally related mortgage loan" even if the Loan does not qualify as a "federally related mortgage Ioan" under RESPA. (Q) "Successor in Interest of Borrower" means any party that has taken title to the Property, whether or not that party has assumed Borrower's obligations under the Note and/or this Security Instrument. TRANSFER OF RIGHTS IN THE PROPERTY This Security Instrument secures to Lender: (i) the repayment of the Loan, and all renewals, extensions and modifications of the Note; and (ii) the performance of Borrower's covenants and agreements under this Security Instrument and the Note. For this purpose, Borrower irrevocably grants and conveys to Trustee, in trust, with power of sale, the following described property located in the COUNTY o f King [Type of Recording Jurisdiction] ]Name of Recording Jurisdiction] SEE EXHIBIT 'A' ATTACHED HERETO AND MADE A PART HEREOF Parcel ID Number: 4037 SOUTH 146TH STREET, TUKWILA ( "Property Address "): which currently has the address of [Street] (city] , Washington 9816 [zip Code) 20060919001735.003 TOGETHER WITH all the improvements now or hereafter erected on the property, and all easements, appurtenances, and fixtures now or hereafter a part of the property. All replacements and additions shall also be covered by this Security Instrument. All of the foregoing is referred to in this Security Instrument as the "Property." BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed and has the right to grant and convey the Property and that the Property is unencumbered, except for encumbrances of record. Borrower warrants and will defend generally the title to the Property against all claims and demands, subject to any encumbrances of record. THIS SECURITY INSTRUMENT combines uniform covenants for national use and non - uniform covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real property. ©®6(WA) (0012) Page 3 of 15 Form 3048 1/01 • UNIFORM COVENANTS. Borrower and Lender covenant and agree as follows: 1. Payment of Principal, Interest, Escrow Items, Prepayment Charges, and Late Charges. Borrower shall pay when due the principal of, and interest on, the debt evidenced by the Note and any prepayment charges and late charges due under the Note. Borrower shall also pay funds for Escrow Items pursuant to Section 3. Payments due under the Note and this Security Instrument shall be made in U.S. currency. However, if any check or other instrument received by Lender as payment under the Note or this Security Instrument is returned to Lender unpaid, Lender may require that any or all subsequent payments due under the Note and this Security Instrument be made in one or more of the following forms, as selected by Lender: (a) cash; (b) money order; (c) certified check, bank check, treasurer's check or cashier's check, provided any such check is drawn upon an institution whose deposits are insured by a federal agency, instrumentality, or entity; or (d) Electronic Funds Transfer. Payments are deemed received by Lender when received at the location designated in the Note or at such other location as may be designated by Lender in accordance with the notice provisions in Section 15. Lender may return any payment or partial payment if the payment or partial payments are insufficient to bring the Loan current. Lender may accept any payment or partial payment insufficient to bring the Loan current, without waiver of any rights hereunder or prejudice to its rights to refuse such payment or partial payments in the future, but Lender is not obligated to apply such payments at the time such payments are accepted. If each Periodic Payment is applied as of its scheduled due date, then Lender need not pay interest on unapplied funds. Lender may hold such unapplied funds until Borrower makes payments to bring the Loan current. If Borrower does not do so within a reasonable period of time, Lender shall either apply such funds or return them to Borrower. If not applied earlier, such funds will be applied to the outstanding principal balance under the Note immediately prior to foreclosure. No offset or claim which Borrower might have now or in the future against Lender shall relieve Borrower from making payments due under the Note and this Security Instrument or performing the covenants and agreements secured by this Security Instrument, 2. Application of Payments or Proceeds. Except as otherwise described in this Section 2, all payments accepted and applied by Lender shall be applied in the following order of priority: (a) interest due under the Note; (b) principal due under the Note; (c) amounts due under Section 3. Such payments shall be applied to each Periodic Payment in the order in which it became due. Any remaining amounts shall be applied first to late charges, second to any other amounts due under this Security Instrument, and then to reduce the principal balance of the Note. If Lender receives a payment from Borrower for a delinquent Periodic Payment which includes a sufficient amount to pay any late charge due, the payment may be applied to the delinquent payment and the late charge. If more than one Periodic Payment is outstanding, Lender may apply any payment received from Borrower to the repayment of the Periodic Payments if, and to the extent that, each payment can be paid in full. To the extent that any excess exists after the payment is applied to the full payment of one or more Periodic Payments, such excess may be applied to any late charges due. Voluntary prepayments shall be applied first to any prepayment charges and then as described in the Note. Any application of payments, insurance proceeds, or Miscellaneous Proceeds to principal due under the Note shall not extend or postpone the due date, or change the amount, of the Periodic Payments. 3. Funds for Escrow Items. Borrower shall pay to Lender on the day Periodic Payments are due under the Note, until the Note is paid in full, a sum (the "Funds ") to provide for payment of amounts due for: (a) taxes and assessments and other items which can attain priority over this Security Instrument as a lien or encumbrance on the Property; (b) leasehold payments or ground rents on the Property, if any; (c) premiums for any and all insurance required by Lender under Section 5; and (d) Mortgage Insurance premiums, if any, or any sums payable by Borrower to Lender in lieu of the payment of Mortgage Insurance premiums in accordance with the provisions of Section 10. These items are called "Escrow Items." At origination or at any time during the term of the Loan, Lender may require that Community Association Dues, ©m 8(WA) (0012) Page 4 of 15 Initia Form 3048 1/01 20060919001735.004 • Fees, and Assessments, if any, be escrowed by Borrower, and such dues, fees and assessments shall be an Escrow Item. Borrower shall promptly furnish to Lender all notices of amounts to be paid under this Section. Borrower shall pay Lender the Funds for Escrow Items unless Lender waives Borrower's obligation to pay the Funds for any or all Escrow Items. Lender may waive Borrower's obligation to pay to Lender Funds for any or all Escrow Items at any time. Any such waiver may only be in writing. In the event of such waiver, Borrower shall pay directly, when and where payable, the amounts due for any Escrow Items for which payment of Funds has been waived by Lender and, if Lender requires, shall furnish to Lender receipts evidencing such payment within such time period as Lender may require. Borrower's obligation to make such payments and to provide receipts shall for all purposes be deemed to be a covenant and agreement contained in this Security Instrument, as the phrase "covenant and agreement" is used in Section 9. If Borrower is obligated to pay Escrow Items directly, pursuant to a waiver, and Borrower fails to pay the amount due for an Escrow Item, Lender may exercise its rights under Section 9 and pay such amount and Borrower shall then be obligated under Section 9 to repay to Lender any such amount. Lender may revoke the waiver as to any or all Escrow Items at any time by a notice given in accordance with Section 15 and, upon such revocation, Borrower shall pay to Lender all Funds, and in such amounts, that are then required under this Section 3. Lender may, at any time, collect and hold Funds in an amount (a) sufficient to permit Lender to apply the Funds at the time specified under RESPA, and (b) not to exceed the maximum amount a lender can require under RESPA. Lender shall estimate the amount of Funds due on the basis of current data and reasonable estimates of expenditures of future Escrow Items or otherwise in accordance with Applicable Law. The Funds shall be held in an institution whose deposits are insured by a federal agency, instrumentality, or entity (including Lender, if Lender is an institution whose deposits are so insured) or in any Federal Home Loan Bank. Lender shall apply the Funds to pay the Escrow Items no later than the time specified under RESPA. Lender shall not charge Borrower for holding and applying the Funds, annually analyzing the escrow account, or verifying the Escrow Items, unless Lender pays Borrower interest on the Funds and Applicable Law permits Lender to make such a charge. Unless an agreement is made in writing or Applicable Law requires interest to be paid on the Funds, Lender shall not be required to pay Borrower any interest or earnings on the Funds. Borrower and Lender can agree in writing, however, that interest shall be paid on the Funds. Lender shall give to Borrower, without charge, an annual accounting of the Funds as required by RESPA. If there is a surplus of Funds held in escrow, as defined under RESPA, Lender shall account to Borrower for the excess funds in accordance with RESPA. If there is a shortage of Funds held in escrow, as defined under RESPA, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up the shortage in accordance with RESPA, but in no more than 12 monthly payments. If there is a deficiency of Funds held in escrow, as defined under RESPA, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up the deficiency in accordance with RESPA, but in no more than 12 monthly payments. Upon payment in full of all sums secured by this Security Instrument, Lender shall promptly refund to Borrower any Funds held by Lender. 4. Charges; Liens. Borrower shall pay all taxes, assessments, charges, fines, and impositions attributable to the Property which can attain priority over this Security Instrument, leasehold payments or ground rents on the Property, if any, and Community Association Dues, Fees, and Assessments, if any. To the extent that these items are Escrow Items, Borrower shall pay them in the manner provided in Section 3. © ®6(WA) (0012) Initials Page 5 of 15 r � D< ' �— Form 3048 1/01 20060919001735.005 • Borrower shall promptly discharge any lien which has priority over this Security Instrument unless Borrower: (a) agrees in writing to the payment of the obligation secured by the lien in a manner acceptable to Lender, but only so long as Borrower is performing such agreement; (b) contests the lien in good faith by, or defends against enforcement of the lien in, legal proceedings which in Lender's opinion operate to prevent the enforcement of the lien while those proceedings are pending, but only until such proceedings are concluded; or (c) secures from the holder of the lien an agreement satisfactory to Lender subordinating the lien to this Security Instrument. If Lender determines that any part of the Property is subject to a lien which can attain priority over this Security Instrument, Lender may give Borrower a notice identifying the lien. Within 10 days of the date on which that notice is given, Borrower shall satisfy the lien or take one or more of the actions set forth above in this Section 4. Lender may require Borrower to pay a one -time charge for a real estate tax verification and/or reporting service used by Lender in connection with this Loan. 5. Property Insurance. Borrower shall keep the improvements now existing or hereafter erected on the Property insured against loss by fire, hazards included within the term "extended coverage,' and any other hazards including, but not limited to, earthquakes and floods, for which Lender requires insurance. This insurance shall be maintained in the amounts (including deductible levels) and for the periods that Lender requires. What Lender requires pursuant to the preceding sentences can change during the term of the Loan. The insurance carrier providing the insurance shall be chosen by Borrower subject to Lender's right to disapprove Borrower's choice, which right shall not be exercised unreasonably. Lender may require Borrower to pay, in connection with this Loan, either: (a) a one -time charge for flood zone determination, certification and tracking services; or (b) a one -time charge for flood zone determination and certification services and subsequent charges each time remappings or similar changes occur which reasonably might affect such determination or certification. Borrower shall also be responsible for the payment of any fees imposed by the Federal Emergency Management Agency in connection with the review of any flood zone determination resulting from an objection by Borrower. If Borrower fails to maintain any of the coverages described above, Lender may obtain insurance coverage, at Lender's option and Borrower's expense. Lender is under no obligation to purchase any particular type or amount of coverage. Therefore, such coverage shall cover Lender, but might or might not protect Borrower, Borrower's equity in the Property, or the contents of the Property, against any risk, hazard or liability and might provide greater or lesser coverage than was previously in effect. Borrower acknowledges that the cost of the insurance coverage so obtained might significantly exceed the cost of insurance that Borrower could have obtained. Any amounts disbursed by Lender under this Section 5 shall become additional debt of Borrower secured by this Security Instrument. These amounts shall bear interest at the Note rate from the date of disbursement and shall be payable, with such interest, upon notice from Lender to Borrower requesting payment. All insurance policies required by Lender and renewals of such policies shall be subject to Lender's right to disapprove such policies, shall include a standard mortgage clause, and shall name Lender as mortgagee and/or as an additional loss payee. Lender shall have the right to hold the policies and renewal certificates. If Lender requires, Borrower shall promptly give to Lender all receipts of paid premiums and renewal notices. If Borrower obtains any form of insurance coverage, not otherwise required by Lender, for damage to, or destruction of, the Property, such policy shall include a standard mortgage clause and shall name Lender as mortgagee and/or as an additional loss payee. In the event of loss, Borrower shall give prompt notice to the insurance carrier and Lender. Lender may make proof of loss if not made promptly by Borrower. Unless Lender and Borrower otherwise agree in writing, any insurance proceeds, whether or not the underlying insurance was required by Lender, shall be applied to restoration or repair of the Property, if the restoration or repair is economically feasible and Lender's security is not lessened. During such repair and restoration period, Lender shall have the right to C>-6(WA) (0012) Initi Page 6 of 15 �(� � Form 3048 1/01 20060919001735.006 • hold such insurance proceeds until Lender has had an opportunity to inspect such Property to ensure the work has been completed to Lender's satisfaction, provided that such inspection shall be undertaken promptly. Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed. Unless an agreement is made in writing or Applicable Law requires interest to be paid on such insurance proceeds, Lender shall not be required to pay Borrower any interest or earnings on such proceeds. Fees for public adjusters, or other third parties, retained by Borrower shall not be paid out of the insurance proceeds and shall be the sole obligation of Borrower. If the restoration or repair is not economically feasible or Lender's security would be lessened, the insurance proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower. Such insurance proceeds shall be applied in the order provided for in Section 2. If Borrower abandons the Property, Lender may file, negotiate and settle any available insurance claim and related matters. If Borrower does not respond within 30 days to a notice from Lender that the insurance carrier has offered to settle a claim, then Lender may negotiate and settle the claim. The 30-day period will begin when the notice is given. In either event, or if Lender acquires the Property under Section 22 or otherwise, Borrower hereby assigns to Lender (a) Borrower's rights to any insurance proceeds in an amount not to exceed the amounts unpaid under the Note or this Security Instrument, and (b) any other of Borrower's rights (other than the right to any refund of unearned premiums paid by Borrower) under all insurance policies covering the Property, insofar as such rights are applicable to the coverage of the Property. Lender may use the insurance proceeds either to repair or restore the Property or to pay amounts unpaid under the Note or this Security Instrument, whether or not then due. 6. Occupancy. Borrower shall occupy, establish, and use the Property as Borrower's principal residence within 60 days after the execution of this Security Instrument and shall continue to occupy the Property as Borrower's principal residence for at least one year after the date of occupancy, unless Lender otherwise agrees in writing, which consent shall not be unreasonably withheld, or unless extenuating circumstances exist which are beyond Borrower's control. 7. Preservation, Maintenance and Protection of the Property; Inspections. Borrower shall not destroy, damage or impair the Property, allow the Property to deteriorate or commit waste on the Property. Whether or not Borrower is residing in the Property, Borrower shall maintain the Property in order to prevent the Property from deteriorating or decreasing in value due to its condition. Unless it is determined pursuant to Section 5 that repair or restoration is not economically feasible, Borrower shall promptly repair the Property if damaged to avoid further deterioration or damage. If insurance or condemnation proceeds are paid in connection with damage to, or the taking of, the Property, Borrower shall be responsible for repairing or restoring the Property only if Lender has released proceeds for such purposes. Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed. If the insurance or condemnation proceeds are not sufficient to repair or restore the Property, Borrower is not relieved of Borrower's obligation for the completion of such repair or restoration. Lender or its agent may make reasonable entries upon and inspections of the Property. If it has reasonable cause, Lender may inspect the interior of the improvements on the Property. Lender shall give Borrower notice at the time of or prior to such an interior inspection specifying such reasonable cause. 8. Borrower's Loan Application. Borrower shall be in default if, during the Loan application process, Borrower or any persons or entities acting at the direction of Borrower or with Borrower's knowledge or consent gave materially false, misleading, or inaccurate information or statements to Lender (or failed to provide Lender with material information) in connection with the Loan. Material representations include, but are not limited to, representations concerning Borrower's occupancy of the Property as Borrower's principal residence. ©®6(WA) (0012) Page 7 of 15 Form 3048 1/01 20060919001735.007 • 9. Protection of Lender's Interest in the Property and Rights Under this Security Instrument. If (a) Borrower fails to perform the covenants and agreements contained in this Security Instrument, (b) there is a legal proceeding that might significantly affect Lender's interest in the Property and/or rights under this Security Instrument (such as a proceeding in bankruptcy, probate, for condemnation or forfeiture, for enforcement of a lien which may attain priority over this Security Instrument or to enforce laws or regulations), or (c) Borrower has abandoned the Property, then Lender may do and pay for whatever is reasonable or appropriate to protect Lender's interest in the Property and rights under this Security Instrument, including protecting and/or assessing the value of the Property, and securing and /or repairing the Property. Lender's actions can include, but are not limited to: (a) paying any sums secured by a lien which has priority over this Security Instrument; (b) appearing in court and (c) paying reasonable attorneys' fees to protect its interest in the Property and /or rights under this Security Instrument, including its secured position in a bankruptcy proceeding. Securing the Property includes, but is not limited to, entering the Property to make repairs, change locks, replace or board up doors and windows, drain water from pipes, eliminate building or other code violations or dangerous conditions, and have utilities turned on or off. Although Lender may take action under this Section 9, Lender does not have to do so and is not under any duty or obligation to do so. It is agreed that Lender incurs no liability for not taking any or all actions authorized under this Section 9. Any amounts disbursed by Lender under this Section 9 shall become additional debt of Borrower secured by this Security Instrument. These amounts shall bear interest at the Note rate from the date of disbursement and shall be payable, with such interest, upon notice from Lender to Borrower requesting payment. If this Security Instrument is on a leasehold, Borrower shall comply with all the provisions of the lease. If Borrower acquires fee title to the Property, the leasehold and the fee title shall not merge unless Lender agrees to the merger in writing. 10. Mortgage Insurance. If Lender required Mortgage Insurance as a condition of making the Loan, Borrower shall pay the premiums required to maintain the Mortgage Insurance in effect. If, for any reason, the Mortgage Insurance coverage required by Lender ceases to be available from the mortgage insurer that previously provided such insurance and Borrower was required to make separately designated payments toward the premiums for Mortgage Insurance, Borrower shall pay the premiums required to obtain coverage substantially equivalent to the Mortgage Insurance previously in effect, at a cost substantially equivalent to the cost to Borrower of the Mortgage Insurance previously in effect, from an alternate mortgage insurer selected by Lender. If substantially equivalent Mortgage Insurance coverage is not available, Borrower shall continue to pay to Lender the amount of the separately designated payments that were due when the insurance coverage ceased to be in effect. Lender will accept, use and retain these payments as a non - refundable loss reserve in lieu of Mortgage Insurance. Such loss reserve shall be non - refundable, notwithstanding the fact that the Loan is ultimately paid in full, and Lender shall not be required to pay Borrower any interest or earnings on such loss reserve. Lender can no longer require loss reserve payments if Mortgage Insurance coverage (in the amount and for the period that Lender requires) provided by an insurer selected by Lender again becomes available, is obtained, and Lender requires separately designated payments toward the premiums for Mortgage Insurance. If Lender required Mortgage Insurance as a condition of making the Loan and Borrower was required to make separately designated payments toward the premiums for Mortgage Insurance, Borrower shall pay the premiums required to maintain Mortgage Insurance in effect, or to provide a non - refundable loss reserve, until Lender's requirement for Mortgage Insurance ends in accordance with any written agreement between Borrower and Lender providing for such termination or until termination is required by Applicable Law. Nothing in this Section 10 affects Borrower's obligation to pay interest at the rate provided in the Note. Mortgage Insurance reimburses Lender (or any entity that purchases the Note) for certain losses it may incur if Borrower does not repay the Loan as agreed. Borrower is not a party to the Mortgage Insurance. Mortgage insurers evaluate their total risk on all such insurance in force from time to time, and may enter into agreements with other parties that share or modify their risk, or reduce losses. These agreements are on terms and conditions that are satisfactory to the mortgage insurer and the other party (or parties) to these agreements. These agreements may require the mortgage insurer to make payments using any source of funds that the mortgage insurer may have available (which may include funds obtained from Mortgage Insurance premiums). ©6(WA) (0012) Page 8 of 15 Form 3048 1/01 20060919001735.008 © -6(WA) (0012) As a result of these agreements, Lender, any purchaser of the Note, another insurer, any reinsurer, any other entity, or any affiliate of any of the foregoing, may receive (directly or indirectly) amounts that derive from (or might be characterized as) a portion of Borrower's payments for Mortgage Insurance, in exchange for sharing or modifying the mortgage insurer's risk, or reducing losses. If such agreement provides that an affiliate of Lender takes a share of the insurer's risk in exchange for a share of the premiums paid to the insurer, the arrangement is often termed "captive reinsurance." Further: (a) Any such agreements will not affect the amounts that Borrower has agreed to pay for Mortgage Insurance, or any other terms of the Loan. Such agreements will not increase the amount Borrower will owe for Mortgage Insurance, and they will not entitle Borrower to any refund. (b) Any such agreements will not affect the rights Borrower has - if any - with respect to the Mortgage Insurance under the Homeowners Protection Act of 1998 or any other law. These rights may include the right to receive certain disclosures, to request and obtain cancellation of the Mortgage Insurance, to have the Mortgage Insurance terminated automatically, and/or to receive a refund of any Mortgage Insurance premiums that were unearned at the time of such cancellation or termination. 11. Assignment of Miscellaneous Proceeds; Forfeiture. All Miscellaneous Proceeds are hereby assigned to and shall be paid to Lender. If the Property is damaged, such Miscellaneous Proceeds shall be applied to restoration or repair of the Property, if the restoration or repair is economically feasible and Lender's security is not lessened. During such repair and restoration period, Lender shall have the right to hold such Miscellaneous Proceeds until Lender has had an opportunity to inspect such Property to ensure the work has been completed to Lender's satisfaction, provided that such inspection shall be undertaken promptly. Lender may pay for the repairs and restoration in a single disbursement or in a series of progress payments as the work is completed. Unless an agreement is made in writing or Applicable Law requires interest to be paid on such Miscellaneous Proceeds, Lender shall not be required to pay Borrower any interest or earnings on such Miscellaneous Proceeds. If the restoration or repair is not economically feasible or Lender's security would be lessened, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower. Such Miscellaneous Proceeds shall be applied in the order provided for in Section 2. In the event of a total taking, destruction, or loss in value of the Property, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower. In the event of a partial taking, destruction, or loss in value of the Property in which the fair market value of the Property immediately before the partial taking, destruction, or loss in value is equal to or greater than the amount of the sums secured by this Security Instrument immediately before the partial taking, destruction, or loss in value, unless Borrower and Lender otherwise agree in writing, the sums secured by this Security Instrument shall be reduced by the amount of the Miscellaneous Proceeds multiplied by the following fraction: (a) the total amount of the sums secured immediately before the partial taking, destruction, or loss in value divided by (b) the fair market value of the Property immediately before the partial taking, destruction, or loss in value. Any balance shall be paid to Borrower. In the event of a partial taking, destruction, or loss in value of the Property in which the fair market value of the Property immediately before the partial taking, destruction, or loss in value is less than the amount of the sums secured immediately before the partial taking, destruction, or loss in value, unless Borrower and Lender otherwise agree in writing, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument whether or not the sums are then due. If the Property is abandoned by Borrower, or if, after notice by Lender to Borrower that the Opposing Party (as defined in the next sentence) offers to make an award to settle a claim for damages, Borrower fails to respond to Lender within 30 days after the date the notice is given, Lender is authorized to collect and apply the Miscellaneous Proceeds either to restoration or repair of the Property or to the sums secured by this Security Instrument, whether or not then due. "Opposing Party" means the third party that owes Borrower Miscellaneous Proceeds or the party against whom Borrower has a right of action in regard to Miscellaneous Proceeds. Page 9 of 15 Form 3048 1/01 20060919001735.009 • Borrower shall be in default if any action or proceeding, whether civil or criminal, is begun that, in Lender's judgment, could result in forfeiture of the Property or other material impairment of Lender's interest in the Property or rights under this Security Instrument. Borrower can cure such a default and, if acceleration has occurred, reinstate as provided in Section 19, by causing the action or proceeding to be dismissed with a ruling that, in Lender's judgment, precludes forfeiture of the Property or other material impairment of Lender's interest in the Property or rights under this Security Instrument. The proceeds of any award or claim for damages that are attributable to the impairment of Lender's interest in the Property are hereby assigned and shall be paid to Lender. All Miscellaneous Proceeds that are not applied to restoration or repair of the Property shall be applied in the order provided for in Section 2. 12. Borrower Not Released; Forbearance By Lender Not a Waiver. Extension of the time for payment or modification of amortization of the sums secured by this Security Instrument granted by Lender to Borrower or any Successor in Interest of Borrower shall not operate to release the liability of Borrower or any Successors in Interest of Borrower. Lender shall not be required to commence proceedings against any Successor in Interest of Borrower or to refuse to extend time for payment or otherwise modify amortization of the sums secured by this Security Instrument by reason of any demand made by the original Borrower or any Successors in Interest of Borrower. Any forbearance by Lender in exercising any right or remedy including, without limitation, Lender's acceptance of payments from third persons, entities or Successors in Interest of Borrower or in amounts less than the amount then due, shall not be a waiver of or preclude the exercise of any right or remedy. 13. Joint and Several Liability; Co- signers; Successors and Assigns Bound. Borrower covenants and agrees that Borrower's obligations and liability shall be joint and several. However, any Borrower who co -signs this Security Instrument but does not execute the Note (a "co- signer "): (a) is co- signing this Security Instrument only to mortgage, grant and convey the co- signer's interest in the Property under the terms of this Security Instrument; (b) is not personally obligated to pay the sums secured by this Security Instrument; and (c) agrees that Lender and any other Borrower can agree to extend, modify, forbear or make any accommodations with regard to the terms of. this Security Instrument or the Note without the co- signer's consent. Subject to the provisions of Section 18, any Successor in Interest of Borrower who assumes Borrower's obligations under this Security Instrument in writing, and is approved by Lender, shall obtain all of Borrower's rights and benefits under this Security Instrument. Borrower shall not be released from Borrower's obligations and liability under this Security Instrument unless Lender agrees to such release in writing. The covenants and agreements of this Security Instrument shall bind (except as provided in Section 20) and benefit the successors and assigns of Lender. 14. Loan Charges. Lender may charge Borrower fees for services performed in connection with Borrower's default, for the purpose of protecting Lender's interest in the Property and rights under this Security Instrument, including, but not limited to, attorneys' fees, property inspection and valuation fees. In regard to any other fees, the absence of express authority in this Security Instrument to charge a specific fee to Borrower shall not be construed as a prohibition on the charging of such fee. Lender may not charge fees that are expressly prohibited by this Security Instrument or by Applicable Law. If the Loan is subject to a law which sets maximum loan charges, and that law is finally interpreted so that the interest or other loan charges collected or to be collected in connection with the Loan exceed the permitted limits, then: (a) any such loan charge shall be reduced by the amount necessary to reduce the charge to the permitted limit; and (b) any sums already collected from Borrower which exceeded permitted limits will be refunded to Borrower. Lender may choose to make this refund by reducing the principal owed under the Note or by making a direct payment to Borrower. If a refund reduces principal, the reduction will be treated as a partial prepayment without any prepayment charge (whether or not a prepayment charge is provided for under the Note). Borrower's acceptance of any such refund made by direct payment to Borrower will constitute a waiver of any right of action Borrower might have arising out of such overcharge. 15. Notices. All notices given by Borrower or Lender in connection with this Security Instrument must be in writing. Any notice to Borrower in connection with this Security Instrument shall be deemed to have been given to Borrower when mailed by first class mail or when actually delivered to Borrower's notice address if sent by other means. Notice to any one Borrower shall constitute notice to all Borrowers unless © (0012) Page 10 of 15 Form 3048 1/01 20060919001735.010 • Applicable Law expressly requires otherwise. The notice address shall be the Property Address unless Borrower has designated a substitute notice address by notice to Lender. Borrower shall promptly notify Lender of Borrower's change of address. If Lender specifies a procedure for reporting Borrower's change of address, then Borrower shall only report a change of address through that specified procedure. There may be only one designated notice address under this Security Instrument at any one time. Any notice to Lender shall be given by delivering it or by mailing it by first class mail to Lender's address stated herein unless Lender has designated another address by notice to Borrower. Any notice in connection with this Security Instrument shall not be deemed to have been given to Lender until actually received by Lender. If any notice required by this Security Instrument is also required under Applicable Law, the Applicable Law requirement will satisfy the corresponding requirement under this Security Instrument. 16. Governing Law; Severability; Rules of Construction. This Security Instrument shall be governed by federal law and the law of the jurisdiction in which the Property is located. All rights and obligations contained in this Security Instrument are subject to any requirements and limitations of Applicable Law. Applicable Law might explicitly or implicitly allow the parties to agree by contract or it might be silent, but such silence shall not be construed as a prohibition against agreement by contract. In the event that any provision or clause of this Security Instrument or the Note conflicts with Applicable Law, such conflict shall not affect other provisions of this Security Instrument or the Note which can be given effect without the conflicting provision. As used in this Security Instrument: (a) words of the masculine gender shall mean and include corresponding neuter words or words of the feminine gender, (b) words in the singular shall mean and include the plural and vice versa; and (c) the word "may" gives sole discretion without any obligation to take any action. 17. Borrower's Copy. Borrower shall be given one copy of the Note and of this Security Instrument. 18. Transfer of the Property or a Beneficial Interest in Borrower. As used in this Section 18, "Interest in the Property" means any legal or beneficial interest in the Property, including, but not limited to, those beneficial interests transferred in a bond for deed, contract for deed, installment sales contract or escrow agreement, the intent of which is the transfer of title by Borrower at a future date to a purchaser. If all or any part of the Property or any Interest in the Property is sold or transferred (or if Borrower is not a natural person and a beneficial interest in Borrower is sold or transferred) without Lender's prior written consent, Lender may require immediate payment in full of all sums secured by this Security Instrument. However, this option shall not be exercised by Lender if such exercise is prohibited by Applicable Law. If Lender exercises this option, Lender shall give Borrower notice of acceleration. The notice shall provide a period of not less than 30 days from the date the notice is given in accordance with Section 15 within which Borrower must pay all sums secured by this Security Instrument. If Borrower fails to pay these sums prior to the expiration of this period, Lender may invoke any remedies permitted by this Security Instrument without further notice or demand on Borrower. 19. Borrower's Right to Reinstate After Acceleration. If Borrower meets certain conditions, Borrower shall have the right to have enforcement of this Security Instrument discontinued at any time prior to the earliest of: (a) five days before sale of the Property pursuant to any power of sale contained in this Security Instrument; (b) such other period as Applicable Law might specify for the termination of Borrower's right to reinstate; or (c) entry of a judgment enforcing this Security Instrument. Those conditions are that Borrower: (a) pays Lender all sums which then would be due under this Security Instrument and the Note as if no acceleration had occurred; (b) cures any default of any other covenants or agreements; (c) pays all expenses incurred in enforcing this Security Instrument, including, but not limited to, reasonable attorneys' fees, property inspection and valuation fees, and other fees incurred for the purpose of protecting Lender's interest in the Property and rights under this Security Instrument; and (d) takes such action as Lender may reasonably require to assure that Lender's interest in the Property and rights under this Security Instrument, and Borrower's obligation to pay the sums secured by this Security Instrument, shall continue unchanged. Lender may require that Borrower pay such reinstatement sums and expenses in one or more of the following forms, as selected by Lender. (a) cash; (b) money order; (c) certified check, bank check, treasurer's check or ©6(WA) (0012) Page 11 of 15 Form 3048 1101 20060919001735.011 cashier's check, provided any such check is drawn upon an institution whose deposits are insured by a federal agency, instrumentality or entity; or (d) Electronic Funds Transfer. Upon reinstatement by Borrower, this Security Instrument and obligations secured hereby shall remain fully effective as if no acceleration had occurred. However, this right to reinstate shall not apply in the case of acceleration under Section 18. 20. Sale of Note; Change of Loan Servicer; Notice of Grievance. The Note or a partial interest in the Note (together with this Security Instrument) can be sold one or more times without prior notice to Borrower. A sale might result in a change in the entity (known as the "Loan Servicer ") that collects Periodic Payments due under the Note and this Security Instrument and performs other mortgage loan servicing obligations under the Note, this Security Instrument, and Applicable Law. There also might be one or more changes of the Loan Servicer unrelated to a sale of the Note. If there is a change of the Loan Servicer, Borrower will be given written notice of the change which will state the name and address of the new Loan Servicer, the address to which payments should be made and any other information RESPA requires in connection with a notice of transfer of servicing. If the Note is sold and thereafter the Loan is serviced by a Loan Servicer other than the purchaser of the Note, the mortgage loan servicing obligations to Borrower will remain with the Loan Servicer or be transferred to a successor Loan Servicer and are not assumed by the Note purchaser unless otherwise provided by the Note purchaser. Neither Borrower nor Lender may commence, join, or be joined to any judicial action (as either an individual litigant or the member of a class) that arises from the other party's actions pursuant to this Security Instrument or that alleges that the other party has breached any provision of, or any duty owed by reason of, this Security Instrument, until such Borrower or Lender has notified the other party (with such notice given in compliance with the requirements of Section 15) of such alleged breach and afforded the other party hereto a reasonable period after the giving of such notice to take corrective action. If Applicable Law provides a time period which must elapse before certain action can be taken, that time period will be deemed to be reasonable for purposes of this paragraph. The notice of acceleration and opportunity to cure given to Borrower pursuant to Section 22 and the notice of acceleration given to Borrower pursuant to Section 18 shall be deemed to satisfy the notice and opportunity to take corrective action provisions of this Section 20. 21. Hazardous Substances. As used in this Section 21: (a) "Hazardous Substances" are those substances defined as toxic or hazardous substances, pollutants, or wastes by Environmental Law and the following substances: gasoline, kerosene, other flammable or toxic petroleum products, toxic pesticides and herbicides, volatile solvents, materials containing asbestos or formaldehyde, and radioactive materials; (b) "Environmental Law" means federal laws and laws of the jurisdiction where the Property is located that relate to health, safety or environmental protection; (c) "Environmental Cleanup" includes any response action, remedial action, or removal action, as defined in Environmental Law; and (d) an "Environmental Condition" means a condition that can cause, contribute to, or otherwise trigger an Environmental Cleanup. Borrower shall not cause or permit the presence, use, disposal, storage, or release of any Hazardous Substances, or threaten to release any Hazardous Substances, on or in the Property. Borrower shall not do, nor allow anyone else to do, anything affecting the Property (a) that is in violation of any Environmental Law, (b) which creates an Environmental Condition, or (c) which, due to the presence, use, or release of a Hazardous Substance, creates a condition that adversely affects the value of the Property. The preceding two sentences shall not apply to the presence, use, or storage on the Property of small quantities of Hazardous Substances that are generally recognized to be appropriate to normal residential uses and to maintenance of the Property (including, but not limited to, hazardous substances in consumer products). Borrower shall promptly give Lender written notice of (a) any investigation, claim, demand, lawsuit or other action by any governmental or regulatory agency or private party involving the Property and any Hazardous Substance or Environmental Law of which Borrower has actual knowledge, (b) any Environmental Condition, including but not limited to, any spilling, leaking, discharge, release or threat of © -6(WA) (0012) Page 12 of 15 Form 3048 1/01 20060919001735.012 release of any Hazardous Substance, and (c) any condition caused by the presence, use or release of a Hazardous Substance which adversely affects the value of the Property. If Borrower learns, or is notified by any governmental or regulatory authority, or any private party, that any removal or other remediation of any Hazardous Substance affecting the Property is necessary, Borrower shall promptly take all necessary remedial actions in accordance with Environmental Law. Nothing herein shall create any obligation on Lender for an Environmental Cleanup. NON - UNIFORM COVENANTS. Borrower and Lender further covenant and agree as follows: 22. Acceleration; Remedies. Lender shall give notice to Borrower prior to acceleration following Borrower's breach of any covenant or agreement in this Security Instrument (but not prior to acceleration under Section 18 unless Applicable Law provides otherwise). The notice shall specify: (a) the default; (b) the action required to cure the default; (c) a date, not less than 30 days from the date the notice is given to Borrower, by which the default must be cured; and (d) that failure to cure the default on or before the date specified in the notice may result in acceleration of the sums secured by this Security Instrument and sale of the Property at public auction at a date not less than 120 days in the future. The notice shall further inform Borrower of the right to reinstate after acceleration, the right to bring a court action to assert the non - existence of a default or any other defense of Borrower to acceleration and sale, and any other matters required to be included in the notice by Applicable Law. If the default is not cured on or before the date specified in the notice, Lender at its option, may require immediate payment in full of all sums secured by this Security Instrument without further demand and may invoke the power of sale and/or any other remedies permitted by Applicable Law. Lender shall be entitled to collect all expenses incurred in pursuing the remedies provided in this Section 22, including, but not limited to, reasonable attorneys' fees and costs of title evidence. If Lender invokes the power of sale, Lender shall give written notice to Trustee of the occurrence of an event of default and of Lender's election to cause the Property to be sold. Trustee and Lender shall take such action regarding notice of sale and shall give such notices to Borrower and to other persons as Applicable Law may require. After the time required by Applicable Law and after publication of the notice of sale, Trustee, without demand on Borrower, shall sell the Property at public auction to the highest bidder at the time and place and under the terms designated in the notice of sale in one or more parcels and in any order Trustee determines. Trustee may postpone sale of the Property for a period or periods permitted by Applicable Law by public announcement at the time and place fixed in the notice of sale. Lender or its designee may purchase the Property at any sale. Trustee shall deliver to the purchaser Trustee's deed conveying the Property without any covenant or warranty, expressed or implied. The recitals in the Trustee's deed shall be prima fade evidence of the truth of the statements made therein. Trustee shall apply the proceeds of the sale in the following order: (a) to all expenses of the sale, including, but not limited to, reasonable Trustee's and attorneys' fees; (b) to all sums secured by this Security Instrument; and (c) any excess to the person or persons legally entitled to it or to the clerk of the superior court of the county in which the sale took place. 23. Reconveyance. Upon payment of all sums secured by this Security Instrument, Lender shall request Trustee to reconvey the Property and shall surrender this Security Instrument and all notes evidencing debt secured by this Security Instrument to Trustee. Trustee shall reconvey the Property without warranty to the person or persons legally entitled to it. Such person or persons shall pay any recordation costs and the Trustee's fee for preparing the reconveyance. 24. Substitute Trustee. In accordance with Applicable Law, Lender may from time to time appoint a successor trustee to any Trustee appointed hereunder who has ceased to act. Without conveyance of the Property, the successor trustee shall succeed to all the title, power and duties conferred upon Trustee herein and by Applicable Law. ©- ti(WA) (0012) Page 13 of 15 Initi Form 3048 1/01 20060919001735.013 • 25. Use of Property. The Property is not used principally for agricultural purposes. 26. Attorneys' Fees. Lender shall be entitled to recover its reasonable attorneys' fees and costs in any action or proceeding to construe or enforce any term of this Security Instrument. The term "attorneys' fees," whenever used in this Security Instrument, shall include without limitation attorneys' fees incurred by Lender in any bankruptcy proceeding or on appeal. ORAL AGREEMENTS OR ORAL COMMITMENTS TO LOAN MONEY, EXTEND CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW. BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this Security Instrument and in any Rider executed by Borrower and recorded with it. Witnesses: i"'Tc-c4 Q ( A -- (Seal) 9C- RICHARD B ROYCE -Borrower (Seal) - Borrower (Seal) (Seal) - Borrower - Borrower (Seal) ( Seal) - Borrower - Borrower (Seal) ( Seal) - Borrower - Borrower © (0012) Page 14 of 15 Form 3048 1/01 20060919001735.014 • STATE OF WASHINGTON County of C i a t t ta.vrvl, On this day personally appeared before me t Ll'1c�+ �C� C� Kr iS fit, • to me known to be the in ual ) described in and who executed the within and foregoing instrument, and acknowledged that he/sh ey.signed the same as his/her /their voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this ®6(WA) (0012) Page 15 of 15 �z day of S p/ ZU &s: Nota Public is1 and for tJtq State of Washington, residing at My Appointor t Expires on 3 -( oi2664 Form 3048 1/01 20060919001735.015 EXHIBIT A THE EAST HALF OF LOT 14 IN BLOCK 7 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. 20060919001 T3b.01 OR-57R (0411) Page 1 of 3 Initials. VMP Mortgage Solutions, Inc (800)521 -7291 • • 1 -4 FAMILY RIDER (Assignment of Rents) THIS 1 -4 FAMILY RIDER is made this 7th day of September 2006 and is incorporated into and shall be deemed to amend and supplement the Mortgage, Deed of Trust, or Security Deed (the "Security Instrument ") of the same date given by the undersigned (the "Borrower ") to secure Borrower's Note to National City Mortgage a division of National City Bank (the "Lender ") of the same date and covering the Property described in the Security Instrument and located at: 4037 SOUTH 146TH STREET, TUKWILA, Washington 98168 [Property Address] 1 -4 FAMILY COVENANTS. In addition to the covenants and agreements made in the Security Instrument, Borrower and Lender further covenant and agree as follows: A. ADDITIONAL PROPERTY SUBJECT TO THE SECURITY INSTRUMENT. In addition to the Property described in the Security Instrument, the following items now or hereafter attached to the Property to the extent they are fixtures are added to the Property description, and shall also constitute the Property covered by the Security Instrument: building materials, appliances and goods of every nature whatsoever now or hereafter located in, on, or used, or intended to be used in connection with the Property, including, but not limited to, those for the purposes of supplying or distributing heating, cooling, electricity, gas, water, air and light, fire prevention and extinguishing apparatus, security and access control apparatus, plumbing, bath tubs, water heaters, water closets, sinks, ranges, stoves, refrigerators, dishwashers, disposals, washers, dryers, awnings, storm windows, storm doors, screens, blinds, shades, curtains and curtain rods, attached mirrors, cabinets, paneling and attached floor coverings, all of which, including replacements and additions thereto, shall be deemed to be and remain a part of the Property covered by the Security Instrument. All of the foregoing together with the Property described in the Security Instrument (or the leasehold estate if the Security Instrument is on a leasehold) are referred to in this 1 - 4 Family Rider and the Security Instrument as the "Property." B. USE OF PROPERTY; COMPLIANCE WITH LAW. Borrower shall not seek, agree to or make a change in the use of the Property or its zoning classification, unless Lender has agreed in writing to the change. Borrower shall comply with all laws, ordinances, regulations and requirements of any governmental body applicable to the Property. C. SUBORDINATE LIENS. Except as permitted by federal law, Borrower shall not allow any lien inferior to the Security Instrument to be perfected against the Property without Lender's prior written permission. D. RENT LOSS INSURANCE. Borrower shall maintain insurance against rent loss in addition to the other hazards for which insurance is required by Section 5. MULTISTATE 1- 4 FAMILY RIDER - Fannie Mae /Freddie Mac UNIFORM INSTRUMENT Form 3170 1 /01 III III II u 20060919001735.017 0004815715 II is 11 111 III • E. "BORROWER'S RIGHT TO REINSTATE" DELETED. Section 19 is deleted. F. BORROWER'S OCCUPANCY. Unless Lender and Borrower otherwise agree in writing, Section 6 concerning Borrower's occupancy of the Property is deleted. G. ASSIGNMENT OF LEASES. Upon Lender's request after default, Borrower shall assign to Lender all leases of the Property and all security deposits made in connection with leases of the Property. Upon the assignment, Lender shall have the right to modify, extend or terminate the existing leases and to execute new leases, in Lender's sole discretion. As used in this paragraph G, the word "lease" shall mean "sublease" if the Security Instrument is on a leasehold. H. ASSIGNMENT OF RENTS; APPOINTMENT OF RECEIVER; LENDER IN POSSESSION. Borrower absolutely and unconditionally assigns and transfers to Lender all the rents and revenues ( "Rents ") of the Property, regardless of to whom the Rents of the Property are payable. Borrower authorizes Lender or Lender's agents to collect the Rents, and agrees that each tenant of the Property shall' pay the Rents to Lender or Lender's agents. However, Borrower shall receive the Rents until: (i) Lender has given Borrower notice of default pursuant to Section 22 of the Security Instrument, and (ii) Lender has given notice to the tenant(s) that the Rents are to be paid to Lender or Lender's agent. This assignment of Rents constitutes an absolute assignment and not an assignment for additional security only. If Lender gives notice of default to Borrower: (i) all Rents received by Borrower shall be held by Borrower as trustee for the benefit of Lender only, to be applied to the sums secured by the Security Instrument; (ii) Lender shall be entitled to collect and receive all of the Rents of the Property; (iii) Borrower agrees that each tenant of the Property shall pay all Rents due and unpaid to Lender or Lender's agents upon Lender's written demand to the tenant; (iv) unless applicable law provides otherwise, all Rents collected by Lender or Lender's agents shall be applied first to the costs of taking control of and managing the Property and collecting the Rents, including, but not limited to, attorney's fees, receiver's fees, premiums on receivers bonds, repair and maintenance costs, insurance premiums, taxes, assessments and other charges on the Property, and then to the sums secured by the Security Instrument; (v) Lender, Lender's agents or any judicially appointed receiver shall be liable to account for only those Rents actually received; and (vi) Lender shall be entitled to have a receiver appointed to take possession of and manage the Property and collect the Rents and profits derived from the Property without any showing as to the inadequacy of the Property as security. It the Rents of the Property are not sufficient to cover the costs of taking control of and managing the Property and of collecting the Rents any funds expended by Lender for such purposes shall become indebtedness of Borrower to Lender secured by the Security Instrument pursuant to Section 9. Borrower represents and warrants that Borrower has not executed any prior assignment of the Rents and has not performed, and will not perform, any act that would prevent Lender from exercising its rights under this paragraph. Lender, or Lender's agents or a judicially appointed receiver, shall not be required to enter upon, take control of or maintain the Property before or after giving notice of default to Borrower. However, Lender, or Lender's agents or a judicially appointed receiver, may do so at any time when a default occurs. Any application of Rents shall not cure or waive any default or invalidate any other right or remedy of Lender. This assignment of Rents of the Property shall terminate when all the sums secured by the Security Instrument are paid in full. 57R (0411) Page 2 of 3 Initials: 2006091 5001 13b.U1 tf RICHARD B ROYCE 14-57R (0411) • I. CROSS- DEFAULT PROVISION. Borrower's default or breach under any note or agreement in which Lender has an interest shall be a breach under the Security Instrument and Lender may invoke any of the remedies permitted by the Security Instrument. BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this 1 -4 Family Rider. Seal) - Borrower KRIS • (Seal) - Borrower (Seal) (Seal) - Borrower - Borrower (Seal) (Seal) - Borrower - Borrower (Seal) (Seal) - Borrower - Borrower Page 3 of 3 Form 31701/01 LUUbua1nuu1iso.U1U 0004815715 King • CONSTRUCTION/PERMANENT RIDER THIS CONSTRUCTION/PERMANENT RIDER is made this 7th day of September , 2006 , and is incorporated into and shall be deemed to amend and supplement the Mortgage, Deed of Trust or Security Deed (the "Security Instrument ") of the same date given by the undersigned (the "Borrower ") to secure Borrower's Note to National City Mortgage a division of National City Bank (The " Lender ") of the same date and covering the property described in the Security Instrument and known as: 4037 SOUTH 1 STREET, TUKWILA, Washington 98168 (Property Address Including County) ADDITIONAL COVENANTS: In addition to the covenants and agreements made in the Security Instrument and Note, Borrower and Lender further covenant and agree as follows: 1. Borrower and Lender have executed a Construction/Permanent Loan Agreement of even date. The terms of said Construction/Permanent Loan Agreement unless otherwise stated are incorporated herein by reference. 2. Borrower as owner, will construct a residence in accordance with the plans and specifications set forth in the Construction/Permanent Loan Agreement on the real property described in the Security Instrument. 3. Construction of the residence set out above shall be completed on or before 4/30/2007 . If construction is not completed on that date, upon request of Lender, Borrower agrees to execute a modification agreement in form and substance satisfactory to Lender. 4. Borrower agrees that during the time of the construction of the Improvements as set forth in the Construction/Permanent Loan Agreement, interest only will be charged on the amounts of the Loan actually disbursed. Upon completion of construction of the Improvements, but in any event no later than 4/30/2007, , whether or not the construction of the Improvements is completed, Borrower agrees to make payments of principal and interest set forth in the Note. 5. Borrower agrees that the proceeds of the loan evidenced by the Note will be disbursed pursuant to the Construction/Permanent Loan Agreement and Borrower further agrees to provide Lender with all documentation required under the Construction/Permanent Loan Agreement prior to requesting any disbursement. 6. Borrower agrees that this Construction/Permanent Rider will be null and void upon completion of the construction of the Improvements and/or the beginning of the amortization of principal as set forth in the Note and in any event at the time the loan is sold in whole or in part to Federal National Mortgages Association, Government National Mortgage Association, Federal Home Loan Mortgage Corporation or any other purchaser which so requires. NCM Form 1138 CONSTSI (12/04) LUUbUy1 UUUI / 30.0 ZU • • BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this Construction /Permanent Rider. RICHARD B RO CE (Sea B orrower (Seal) Borrower ISTI'r S R CE (Seal) Borrower (Seal) Borrower 20060919001735.021 March 30, 2007 Jennifer Kelly, EIT Fire Marshal Don Tomaso City of Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188 Dear Fire Marshal Tomaso: DUNCANSON Company, Inc. Subject: Royce Short Plat — Hammerhead Relief Request I am writing to request relief from the normal hammerhead requirements for the Royce Short Plat, located at 4037 South 146 Street. We propose a reduced hammerhead in lieu of the normal hammerhead requirements. Please give me a call at (206) 244 -4141 if you have any questions. Sincerely, Duncanson Company, Inc. 145 SW 155th Street • Suite 102 • Seattle, Washington 98166 Phone 206244.4141 • Fax 206244.4455 • Web www.duncansonco.com I CIVIL ENGINEERING DCI 06711 STATE OF WASHINGTON COUNTY OF ICING The undersigned being duly sworn and upon oath states as follows: I. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 4037 South 146th Street Tukwila, WA for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non - responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at Notary Public State of Washington JESSICA J. FUTCH My Appointment E>Spires Dec )0, 2007 P:1Ptemeng Fenn Mpplications■ShortPlat-12-06.doc, 2006 CITY OF TUKWILA Department of Contntunity Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail: tukplaniiici.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY Address Phone Number Signature ss (city), (state), on , 20 Print Name Aaron Royce do New Paradigm Development Group, LLC 45 Wallace Way Sequim, WA 98382 (253) 212 -7196 On this day personally appeared before me C& c Q o l I 0 • 9v 7 Ce) to me known to executed the foregoing instrument and acknowledged that he /she signed the same as his/her voluntary act and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS e DAY OF 1 be the individual who and deed for the uses ,20 D � NO 'V PUBLIC in and for the State of Washington residing at -cc ,(2c My Commission expires on ► ' \ to 1 a 6 RECEIVED l MAY 17 2001 DE VELOPMENT December 4, NUM! Address: Phone: CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 r-_.-.--- -r _... Owner /Ag n Si nature (use separate sheet if more room is needed) This certificate Is for the purposes of: ❑ Residential Building Permit ❑ Commercial /Industrial Building Permit ❑ Rezone v1' CO. L.JATT iGT.i Agency /Phone - 2.N2 — 9 5 4.1 7 ❑ Preliminary Plat Estimated number of service connections and water meter size(s): I hereby certify that the above information is true and correct. RECEIVED !MAY 17 2001 0 COMMUNLTI! DEVELOPMENT CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district Fm1Yrl' p,' lrT.(! �IOm�r, LgAC++ 1 dlr: uy'iy "W,• ^!IV1rrl,4yn'r rz1 8N 5 rR{•^ d � � , }• { } 4hp,, f771iCMNra'(iI +P /9 17,, L Sr. I lierega She address (attach map and legal description showing hydrant Iodation and size of main); L-1037 I tr 1-: ty, / t t wA ? e i e M I! MVa:'fS tNESS V�i".*ro1 '� •; li Vehicular distance from nearest hydrant t� the closest point of structure is ft. Area is served by (Water Utility District): 11\17' PERMIT NO.: `�c j)t i/1Vii. Z» CC, Address: t/ 561/) 5 Lced fl J f , WA 9ei(9 ( Phone: C ') »'L' cg Short Subdivision ❑ Other Z. Ce oaf Date B vtL ,3. P a y This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." Permit Center /Buildrn Division: 1001 WU() N O Public Works Department: 206-433-0179 Planning Division: 206-431-3670 - 7 P t killA 116' tlI': ,Nr t}Yr fit f S` S 1. The proposed project is within 2. No improvements required. 3. The improvements required to upgrade the water system to bring It Into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (City /County) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 1 7 5 O 91 at 20 psi residual for a duration of 2 hours at a velocity of 1 0 fps as documented by the attached calculations. Water yailabiiity: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. System is not capable of providing service to this project. — Z3 — c� - ' Date E (F -eS 3 /a3k • Attachment to Certificate of Water Availability King County Water District No. 125 RECEIVED 'MAY 17 2007 DCEVE L OP MEh naEnrr The following terms and conditions apply to the attached Certificate of Availability ( "Certificate ") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the City of Tukwila ( "City "). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. Applicant's Signature District Representative Date 0 '3 ��- Mamfte Date 3/25/07 Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other El Short Subdivision ❑ Rezone Proposed Use: 0 Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: JewellT KQ,U U y Phone: • Property Address or Approximate Location: Tax Lot Number: Z4 ��� �� 4037 South 146th Street Tukwila, WA 98168 0040000930 7 /FeA Legal Description(Attach Map and Legal Description if necessary): PLAT OF ADAMS HOME TRACTS, VOL. 11 OF PLATS, PG. 31, RECORDS OF KING COUNTY, WA. Proposed Use: . 3 -lot single - family short plat. Part B: (To Be Completed by Sewer Agency) 1. (4 a. Sewer Service will be provided by side sewer connection only to an existing b., .` size sewer U feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. Ca 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. ost 4. Service is subject to the following: PERMIT: $ / ©p a. District Connection Charges due prior to connection: GFC: $ `? S7) SFC: $ / /00 UNIT: $ CVO TOTAL: $ (Subject to Change on January 1st) King Count /METRO Capacity Charge: Currently, /5� L 9 Y P Y 9 Y, $42�=f6 /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 OD May be Required c. Other: CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY 0 Residential: $50 cl Title 14816 Mary Road South P.O. Box 69550 r- r �VED Tukwila, WA 98168 ~ ~ r- Phone: (206) 242 -3236 MAY 17 20011 Fax: (206) 242 -1527 Commercial: $100 Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fro date of signature. /2 2 /t,7 Da e The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property"), which is in the District's service area, for the sole purpose of submission to the King County Depaitinent of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant maybe required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be. satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer Availability /Non - Availability and this Attachment, and full , un Ap. ica 's Signature E/ V.Lgl7 rstand the terms and conditions herein. 7 � t n CI ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY CI Q a CD Q rn n C3 ti G t+7 cn C' Cs C, • C' G C, C7 C' C' r•, n1 • 0, ° C n t t2 tv n S h C9 6 . ch c S C, CI I C C C. 'O Ca • C C.1 C, j , n, • rh n 4 U; z <n. Date CO CO Q) p3/2910 w Q O. Q N o ' o E E a) m O O C la C N L O O D • N N L E, a E .o o a N 6 C.) • o itl ? E 6 L U Y mU�.ti�o`� >.Y c 0 U p d i) ai mU E E o oc,� o ... c m E o 2 m w E o 2 a c aci c • O O N a —a . ' o= a m E o c o m c y , E S lb C O C U O nL aL o�YU cC U � O . • a) 7 U d O N E O t p 7 U« N O C 0 _ c C O T O N -c 0 V a Q C . a�°'od E E o E o C N O 01— rA V1 C O = C U j .0 ro O_ N O FOR STAFF USE ONLY Permits Plus Type: P-SS Planner: File Number: Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail: tukplan@ci.tukwila.wa.us APPLICATION NAME OF PROJECT/DEVELOPMENT: LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 0040000930 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner /applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Address: 145 SW 155th Street, Suite 102 Seattle, WA 98166 Phone: (206) 244 -4141 FAX: (206) 244 -4455 E -mail: Signature: P:PIanning FonmkApphcations \ShortPlat- 12- 06.doc, 4037 South 146th Street Jennifer Kelly do Duncanson Company, Inc. jenniferk @duncansonco.com Royce Short Plat Date: 10JA1/d7 Rece SHOR !t r 17 2007 PLAI T (P -SS) December 4. 2006 Check items submitted with application Information Required. AY 1 7 20 May be waived in unusual cases, upon approval of Public Works and/or Planning QQ CQ?iM I D NgEN' APPLICATION MATERIALS: ✓ 1. Application Checklist (1 copy) indicating items submitted with application. ✓ 2. Completed Application Form and drawings (4 copies). ✓ 3. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). 4. One set of all plans reduced to either 8 1/2" by 11" or 11" by 17 ". ✓ 5. Application Fee — up to 4 lots in LDR $585, other zones $1,170. - 5 to 9 lots in all zones $1,170. N/A 6. SEPA Environmental Checklist (for projects with 5-9 lots or cut/fill over 500 cubic yards see SEPA Application Packet) PUBLIC NOTICE MATERIALS: WA A 7. If the project requires SEPA review or involves a short plat of 5 —9 lots: Payment of a $365 notice board fee to FastSigns Tukwila or Provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). N/A 8. If the project involves a short plat of 5 —9 lots: Payment of a $100 mailing label fee to the City of Tukwila or Provide one set of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. Note: Each unit in multiple - family buildings - -e.g. apartments, condos, trailer parks- -must be included (see Public Notice Mailing Label Handout). I / 9. If the project involves a short plat of 5 —9 lots: If providing own labels King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. PROJECT DESCRIPTION AND ANALYSIS: 10. Title Report: must clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances, must be dated within 45 days of application filing (two copies). ✓ 11. Sewer and water availability letters are required from the provider district if the area is not serviced by the City of Tukwila. Forms are available at the DCD office. N/A 12. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See the Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines (online at www.ci .tukwila.wa.us /dcd/dcdplan.htm) for additional information. J 13. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets, alleys and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet. COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206 -431 -3670 (Department of Community Development) and 206 - 433 -0179 (Department of Public Works). P:\Planning Forms Applications \ShortPlat- 12 -06. doc, December 4, 2006 1 Check items submitted with application Information Required. May be waived in unusual cases, upon approval of Public Works and/or Planning PLAT SURVEY: a template is available from the City in AutoCAD format ✓ 14 (a) The plat survey must include the name of the plat, graphic scale, space for the City of Tukwila file number and north arrow. It shall be drawn with black ink in record of survey format and include the elements listed at TMC 17.04.060 A. This shall be stamped by the surveyor. ✓ (b) Legal descriptions of the existing and proposed lots. ✓ (c) All applicable certificates and approvals (listed on the template, see TMC 17.04.060). ✓ (d) Existing and proposed lot lines shown solid with new lines called out and lot lines to be removed shown dashed. J (e) Lot and block numbers beginning with the number one (1) and numbered consecutively without omission or duplication. ✓ (f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for residential). ,/ (g) Dash in required setback distances from all parcel lot lines. ,/ (h) Fire access lanes and turn- arounds per Fire Department standards. ✓ (i) Location of all tracts to be dedicated to any public or private purpose shall be distinguished from lots intended for general development with notes stating their purpose and limitations. J (j) Locations of existing and proposed public street rights -of -way and private access easements. (k) Location, dimension and purpose of existing and proposed easements. Provide recorded documents which identify the nature and extent of existing easements. ,/ (I) Vicinity Map with site location, does not have to be to scale. LANDSCAPE PLAN: for 5 -9 lot short plats or Planned Residential Developments only N A 15 (a) Landscape 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. Maximum sheet size 24" x 36 ". N/A (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN: / A 16 (a) Plan showing the location of all sensitive areas (e.g. streams, wetlands, slopes over 15 %, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum sheet size 24" x 36 ". N /it (b) Location of all required sensitive area buffers, setbacks, tracts and protection measures. NVA (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. 1J /A (d) Show proposed lot and tract lines. CIVIL PLANS: ✓ 17. (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed •rofessional en_ineer. Include a • aphic scale and north arrow. Maximum sheet size 24" x 36 ". ✓ (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. See www.ci.tukwila.wa.uslpubwks/bulletins/floodcontrol.psif for further information ✓ (c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 ft. P\Planning Forms\ Applications \ShortPlat- 12- 06.doc, December 4, 2006 Check items submitted with application Information Required. May be waived in unusual cases, upon approval of Public Works and/or Planning ✓ beyond the property line). J (d) Total expected cut and fill for plat buildout. J (e) Existing and proposed utility improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. J (f) Storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to www.ci. tukwila. wa. us /pubwks /pwpermit.htm #techinfo. J (g) Locate the nearest existing hydrant and all proposed hydrants. r1 /i4 (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. N/A (i) Plan, profile and cross - section for any right -of -way improvements. I (j) Show access to lots, driveways, parking areas, fire access lanes and turn- arounds. (k) Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. Show the expected location of all new buildings. ✓ (1) Show proposed lot, tract and easement lines. P:\Planning FormsW pplications \ShortPlat- 12- 06.doc, December 4, 2006 to P ti � I o rxISTINL 1445AiE � 7 74: 0 V a 24� iY A s ' le 96 4 - 6' - 7' D∎Sc AARGe. SYtit n - a' 11 RAN cteitA"trk N SITE A-76 sS : `lo.s7 S. lLIG, + T JILLA, t..�A T,?.*- 00 0930 Ow tv cic 4A-Roki '?OYCF UL 3J St-Li 31T S I F E-11 A L. wAY , w A . '98»3 w I- w o- 0 U c Z J 3 2 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: /O /Zo te!o CaictWl. Si 98th$ • NOTE: NW 1/4 OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. PRELIMINARY SHORT PLAT OF ROYCE SHORT PLAT 10 20 SOUTH 146TH STREET GRAPHIC SCALE (IN FEET) inch - 20 A. ALL EXISTING IMPROVEMENTS ON PROPOSED LOT 1 WILL BE RETAINED. NOTE: TOTAL EXPECTED CUT AND FILL FOR SHORT PLAT BUIIDOUT = 400 CY (TO BE BALANCED ON SITE). CB 1, STORMFILTER , SEE SHEET PP2 I' STA 6 +49.28, 39.59' L RIM = 280.20 8' IE OUT = 277.90 12" INTAKE STA 6 +61.88, 1.00' L- IE = 277.85 CB 2, TYPE 1 STA 6 +62.33, 17.40' L RIM = 280.70 12" IE IN (W) = 277.70 12' IE IN (5) = 277.70 12' IE IN (NW) = 277.70 12' IE OUT = 277.70 SIDE SEWER FOR FUTURE RESIDENCE ON LOT 2 WALL REOUIRE GRINDER PUMP & FORCE MAIN, DESIGN CALCULATIONS BY A UCENSED ENGINEER WILL BE REOUIRED. STA 5 +00 O NW PROPERTY CORNER . 25' ACCESS � & UTIL ESMT , 00SE A rcrol UNDERGROUND POWER/PHONE /CAN /GAS DESIGN BY PROVIDERS MODULAR BLOCK 'NALL, HEIGHT < 4' - LOCK BLOCK BUILDING; SETBACK UNE, TYP $ STA 8 +12.55 0 SW • PROPERTY CORNER t: 4w• to W N RECONSTRUCT SIDE SEWER AS REVD ILQ ": 9,873 SF 6.702 SF N.ET D06 -337 HOUSE UNDER CONSTRUCTION LOT 2 10,239 SF • 9,759 SF NET c ,7ASS END OF ACCESS 0 221' FROM , S. 146TH STA' , WATER,' SERVICE 20' 1 PROP HYDRANT is ^ P � ; AWN 64.37' COVER i'>PH. r 10 WIDE DRAINAGE ESMT PROPOSED 6'oB'><1' TYPE 1 ROCK UNING PAD TWO 12' OUTLETS STA 6 +74.06. 46.99' L IE • 277.15 tiE 2'00' PERFORATED STUB OUT CONNI::IIUN, TYP. SEE DETAIL 2 ON SHEET PP2. ■'i :61 ?:7•i.1 41";, IMPERVIOUS SURFACES TOTAL EXISTING: TOTAL PROPOSED: LEGAL DESCRIPTION • PER TITLE ORDER NO. 00403455 ISSUED BY LANDAMERICA, DATED SEPTEMBER 19, 2006. THE EAST HALF OF LOT 14 IN BLOCK 7 OF ADAMS HOME TRACTS. AS PER PLAT RECORDED IN VOLUME 11 OF PUTS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. LEGEND m o O SITE } S 146TH ST S 148111 ST S 144114 ST VICINITY MAP MATCH EXIST P/L 6,467 SF = 0.148 AC 11,747 SF = 0.270 AC EX. STORMDR AIN(" EX. SEWER EX. WATER EX. CHAINUNK FENCE EX. WOOD FENCE FIRE: EX. SEWER MANHOLE EX. CLEANOUT EX. CATCH BASIN EX. STORM MANHOLE EX. UTILITY POLE W /ANCHOR EX. MAILBOX EX. GAS METER GAS: EX. GAS VALVE EX. POWER POLE EX. WATER VALVE EX. WATER METER EX. FIRE HYDRANT SV. MONUMENT EX. SIGN APN ASSESSOR'S PARCEL NUMBER MODULAR BLOCK WALL, HEIGHT < 4' LOCK BLOCK 2.5' CSBC CVN I AL I INrvrtIVIA 114114 SITE: 4037 SOUTH 1461(4 STREET TUKWILA, WA 98168 APN: 0040000930 ENGINEER /SURVEYOR: 45N SW 5 15 I NC. 5TH STREET, 14 SUITE 102 SEATTLE, WA 98166 CONTACT: HAROLD DUNCANSON, P.E. (206) 244 -4141 APPLICANT: NEW PARADIGM DEVELOPMENT GROUP. LLC 45 WALLACE WAY SEQUIN, WA 98.382 CONTACT: AARON ROYCE UTILmES /SERVICES WATER: 25' EASEMENT NTS SCHOOL: TELEPHONE: POWER: DECIDUOUS TREE 0 '1 EVERGREEN TREE YX - ��I ASPHALT THICKENED EDGE 1.5' CSTC 2' CLASS B ACP 14816 MILITARY ROAD SOUTH TUKWILA, WA 98168 (206) 242 -3236 TUKV6LA FIRE DEPARTMENT HEADQUARTERS STATION 51 444 ANDOVER PARK EAST TUKWILA, WA 98188 (206) 575 -4404 TUKWILA SCHOOL DISTRICT 1406 4640 5 1441H ST TUKWILA, WA 98168 (206) 901 - 8000 OWEST SEATTLE CITY UGHT (800) 862 -1181 PUGET SOUND ENERGY 1- 800 - 321 -4123 —TO BE RETAINED TRUNK DIAMETER (IN) TYPE —TO BE RETAINED DF18 NOTE: TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY, TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. BENCHMARK I5: "HC17 -5" WSDOT BRASS DISK IN NORTH SIDEWALK OF THE 144Th STREET OVERPASS OVER 1 -5, 62'& EAST OF THE NORTHWEST CORNER THEREOF. ELEV.= 163.25 FEET PRIVATE ACCESS DRIVE SECTION 2' KING COUNTY WATER DISTRICT #125 2489 SOUTH 150TH STREET P✓ 7 SEATAC, WA 98188 J" '- III 0 (206) 242 -9547 pN' /AL -YU TREE LEGEND AND RETENTION NOTES AL= ALDER MP=MAPLE DS= DECIDUOUS MA= MADRONA OK =OAK CH =CHERRY CE =CEDAR OF =DOUGLAS FIR HE =HEMLOCK PI =PINE EVG =EVERGREEN CAUTION( UNDERGROUND UTILITIES EXIST IN THE AREA AND UTIUTY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTIUTY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1 -800 -424 -5555 EASEMENT RECEIVED .1£VELOPNC`u11 DUNCANSON Company, Inc. 145 SW MO 540,1, Suits 102 & 8. War67ajloa 06166 P6oar 206211.4141 For 206.211.1455 cn Z 0 (i m 0 a 0 0 0 a. z CO 0 CC J 5: Z U W 0- DRAWN: JMK DCI N0: 06711 DATE: 05/17/07 PP1 1 OF 2 SHEETS EASEMENT UNE TABLE UNE BEARING LENGTH LI 5874.4'46"E 16.54' L2 S021 5'19 "W 7.70' L3 S02'15'19 "W 12.30' L4 SOI*06'23 "W 17.39' L5 S01 '06'23"W 10.16' L6 N8744'521W 1542' ; L7 N676'051W 32.21' :I L8 S6716'05 "E 31.45' L9 N8778'16 - W 18.43' I LI0 S87'18'16 "E 16.38' • SHORT PLAT NO. L07 -030 CITY OF TUKWILA, WASHINGTON NEW LEGAL DESCRIPTIONS SOT 1: THE EAST HALF OF LOT 14, BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 159.06 FEET THEREOF. CONTAINING 9.873 SQUARE FEET, MORE OR LESS. LOT 2: THE SOUTH 159.06 FEET OF THE EAST HALF OF LOT 14, BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON; CONTAINING 10,239 SQUARE FEET, MORE OR LESS. ACCFSS AND UTIUTIES EASEMENT: THAT PORTION OF THE EAST HALF OF LOT 14, BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID EAST HALF; THENCE ALONG THE NORTH UNE THEREOF, SOUTH 87'44'41" EAST 25.01 FEET; SOUTH 01'06'30" WEST 128.04 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, CONCAVE NORTHEASTERLY. HAVING A RADIUS OF 18.00 FEET; THENCE 27.91 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 88'51'16 "; THENCE SOUTH 87'44'46" EAST 16.54 FEET; THENCE SOUTH 0215'19" WEST 20.00 FEET; THENCE NORTH 87'44'52" WEST 15.42 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 18.00 FEET; THENCE 28.63 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 91'08'38 "; THENCE SOUTH 01'06'30" WEST 33.45 FEET; THENCE NORTH 87'48'50" WEST 25.00 FEET TO THE WEST LINE OF SAID EAST HALF; THENCE ALONG SAID WEST LINE, NORTH 01'06'30" EAST 217.53 FEET TO THE POINT OF BEGINNING. CONTAINING 6,257 SQUARE FEET, MORE OR LESS. )RAINAGE EASEMENT: THAT PORTION OF THE EAST HALF OF LOT 14, BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST UNE OF SAID EAST HALF WHICH LIES SOUTH 01'06'23" WEST 170.77 FEET OF THE NORTHEAST CORNER THEREOF; THENCE NORTH 78'51'00" WEST 16.25 FEET; THENCE NORTH 67'16'05' WEST 32.21 FEET; THENCE NORTH 8718'16" WEST 18.43 FEET TO THE WEST LINE OF SAID EAST HALF; THENCE ALONG SAID WEST UNE, SOUTH 01'06'30" WEST 10.00 FEET; THENCE SOUTH 87'18'16" EAST 16.38 FEET; THENCE SOUTH 6716'05" EAST 31.45 FEET; THENCE SOUTH 78'51'00" EAST 19.03 FEET TO SAID EAST LINE; THENCE ALONG SAID EAST LINE, NORTH 01'06'23" EAST 10.16 FEET TO THE POINT OF BEGINNING. CONTAINING 669 SQUARE FEET, MORE OR LESS. SHORT PLAT NOTE PORTION OF NE 1/4 of NW 1/4, S. 22 T. 23 N., R. 04 E., W:M. S 146TH STREET BASIS OF BEARING N87'44'41 "W 2650.10'(M) 2650.13 TO SECT. LINE) ASPHAL ROADWAY — \‘ ' LEGEND (2)r\ 0 0 (M) (C) (P) GRAPHIC SCALE w o is m w 120 ( IN FEET) 1 inch s 30 ft SET BAR & CAP, LS. #41277 FOUND BAR & CAP, AS NOTED CALCULATED POSITION ONLY, NOT SET DATA PER FIELD MEASUREMENT DATA PER CALCULATED VALUE DATA PER PLAT OF ADAM'S HOME TRACTS 1) THE CITY OF TUKWILA HAS NO RESPONSIBILITY TO BUILD, IMPROVE, MAINTAIN OR OTHERWISE SERVE THE PRIVATE ROAD OR STORMWATER FACILITIES LOCATED WITHIN THIS SHORT PLAT AREA. 2) SIDE SEWER FOR FUTURE RESIDENCE ON LOT 2 MAY REQUIRE GRINDER PUMP AND FORCE MAIN, DESIGN CALCULATIONS BY A UCENSED ENGINEER WILL BE REQUIRED. 3) AN EASEMENT FOR THE PURPOSE OF ACCESS AND UTIUTIES, BENEFITTING LOTS 1 AND 2, DELINEATED HEREON. IS HEREBY DEDICATED OVER, UNDER AND ACROSS THE ABOVE DESCRIBED AREA AND DELINEATED HEREON AS PROPOSED ACCESS & LJTIUTIFS EASFMFNT, MAINTENANCE OF THE ROADWAY SHALL BE SHARED EQUALLY BY ALL BENEFITTED PARTIES AND THE RESPONSIBIUTY OF WHICH SHALL RUN WITH THE LAND AND BE BINDING ON ALL PARTIES HAVING OR ACQUIRING ANY RIGHT, TITLE, OR INTEREST TO BENEFITED PROPERTY. 4) AN EASEMENT FOR THE PURPOSE OF STORM DRAINAGE. BENEFITTING LOTS 1 AND 2, DELINEATED HEREON AND THE WEST HALF OF LOT 14, BLOCK 7, ADAMS HOME TRACTS. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON, IS HEREBY DEDICATED OVER, UNDER AND ACROSS THE ABOVE DESCRIBED AREA AND DELINEATED HEREON AS PROPOSED 10' WIDE DRAINAGE EASEMENT, MAINTENANCE OF THE EASEMENT EQUALLY BY ALL BENEFITTED PARTIES AND THE RESPONSIBIUTY OF WHICH SHALL, RUN WITH THE LAND AND BE BINDING ON ALL PARTIES HAVING OR ACQUIRING ANY RIGHT. TITLE, OR INTEREST TO BENEFITED PROPERTY. 1 L � 1 H O MG TS isA AD LOT 22 TAX LOT 6.1 DECK 2.6 4.5' RETAINING WALL csi M W co ID O 0 z ro I O —�' 64.37' 5' SIDE SEWER EASEMENT AFN — 9302120279 - a -- 8.2'— HOUSE # 4031 RAILROAD TIE RETAINING WALL TO BE REMOVED 64.37' 4026 S. 148TH ST. LOT 3, SP # L95-0041 REC. # 9610170658 OWN. BY JMB/MC CHKD. BY L PROPOSED ACCESS & UTILITY EASEMENT pp --- to N W 0 i 0 0 z 0 of to SCALE LO T 21 RECORDING NO. 20' N87'44'41'W 64.37' 25.01' 2.4' I I LOT 1 W. t_ 9,873 SFI + R18' — R18' — 0.5' .\ 10' REAR . �; SETBAl2( L ' 3 ' 39' N8748'SO'W g`' � 64.37 ,., co 1 6:25• �. 78 !g am 3 1 I v P 's 2500' 1� NI 7'48 50 "W LOT 2 10,239 SF �t0 REAR SETBACK 64.37' N87'48'50'W FENCE ALONG BOUNDARY TAX LOT LOT 2, SP # L950041 REC. # 9610170658 DATE 09/19/2007 20' FRONT SETBACK LOT 0.7 ,n 0 z DUNCANSON CIVIL ENGINEERING • SURVEYING • LAND PLANNING 145 SW 1556, Soar, 5fe. 102 Sande, Waddgg= 98166 Ma= (206) 244.4141 Far (206) 2444455 JOB NO. 08711 SHEET .1 P1C 7 0 ZIOVERHEAD ' I COVER N 1 W 0 LOT 20 LO T 15 PROPOSED 10' WIDE DRAINAGE EASEMENT VOL. /PAGE 0 TUKWILA SHORT PLAT L07 -030 NEW PARADIGM DEVELOPMENT GROUP, LLC CIJrIOT Cl IDf1l1 /IO1llAI AAA o OWNER'S DECLARATION KNOW ALL MEN BY THESE PRESENT, THAT WE, THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND ACKNOWLEDGE THAT SAID SUBDIVISION SHALL NOT BE FURTHER DIVIDED IN ANY MANNER WITHIN A PERIOD OF FIVE YEARS, FROM DATE OF RECORD, WITHOUT THE FILING OF A FINAL PLAT. THE UNDERSIGNED FURTHER DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SAID SHORT SUBDIVISION AND THE SAME IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. FOR NEW PARADIGM DEVELOPMENT GROUP, LLC DATE RICHARD B. ROYCE DATE KRISTINA S. ROYCE DATE STATE OF WASHINGTON COUNTY OF KING ON THIS DAY OF PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE INDIVIDUAL WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED THE SAME AS THEIR VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 2007. STATE OF WASHINGTON COUNTY OF KING STATE OF WASHINGTON COUNTY OF KING SIGNATURE: NAME OF COMMISSIONED: TITLE: MY COMMISSION EXPIRES: ON THIS DAY OF PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE INDIVIDUAL WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED THE SAME AS THEIR VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 2007. SIGNATURE NAME OF COMMISSIONED: TITLE: MY COMMISSION EXPIRES: ON THIS DAY OF PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE INDIVIDUAL WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED THE SAME AS THEIR VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 2007. SIGNATURE: NAME OF COMMISSIONED: TITLE: MY COMMISSION EXPIRES: 0 N. en lo rn 0 •o- - (0 - a 0 6 n ;41. tO 0 CO FOUND TACK IN LEAD IN CONC. IN CASE DOWN 0.8' AT THE NW COR 22 -23 -04 JULY, 2005 FOUND COPPER TACK IN 5/8" REBAR & CAP IN CASE, DOWN 0.5' JULY, 2005 497.81'(C) R fc-f‘' \ *01 9 1 FOUND 3" BRASS DISK WITH "X" IN CASE DOWN 0.9' AT THE W 1/4 COR 22 -23 -04 CERTIFICATE OF CONFORMANCE THIS SURVEY WAS PERFORMED WITH A TOPCON GPT 3005 -LW ELECTRONIC THEODOLITE READING DIRECT TO 5 SECONDS OF ARC AND MEASURING DISTANCE ±(3+(2PPM X D)) MM. NGS BASELINE COMPARED NOVEMBER, 2006. THIS SURVEY MEETS THE MINIMUM STANDARDS SET FORTH IN WAC 332 -130. PROCEDURAL STATEMENT NE RELATIVE POSITIONS SHOWN ON THIS SURVEY REPRESENT A GPS NETWORK AND FIELD TRAVERSE AND ARE REPORTED TO A RELATIVE ACCURACY THAT MEETS OR EXCEEDS A TOLERANCE OF 1:20,000. 498.0'(P 73.3 7' (C W 273.5'(P)) ��� col N 10 M j.) M cTs B O S ocK v _A l ...-. 1 \L-60. ", [..._ Z. co CO w td I C m • • • I ' z 77.0'(P) -_1 COUNTY TREASURERS CERTIFICATE I CERTIFY THAT ALL PROPERTY TAXES ARE PAID AND THAT A DEPOSIT HAS BEEN MADE IN SUFFICIENT AMOUNT TO PAY THE TAXES FOR THE FOLLOWING YEAR; THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION; AND THAT ALL SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY HEREIN DEDICATED AS STREETS, ALLEYS OR FOR OTHER PUBLIC USE ARE PAID IN FULL. THIS DAY OF 20 DEPUTY KING COUNTY TREASURER KING COUNTY ASSESSOR RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CITY OF TUKWILA THIS DAY OF 20 AT MINUTES PAST M, AND RECORDED IN VOLUME OF PLATS, ON PAGE RECORDS OF KING COUNTY, WASHINGTON. DEPUTY DIRECTOR, KING COUNTY DEPARTMENT OF RECORDS AND ELECTIONS DIRECTOR, KING COUNTY DEPARTMENT OF RECORDS AND ELECTIONS BASIS OF BEARING N8744'47 "W 2650.70'(M) 26 50.73'(C , -TO SECT. LINE) _ 20' N87'48'50 "W 1287.48'(C) 1288.0'(P) N87'52'59 "W 2648.25'(C) 200 0 UM 200 400 S 148TH STREET GRAPHIC SCALE (IN FEET ) 1 inch = 200 ft COUNTY ASSESSOR'S APPROVAL EXAMINED AND APPROVED BY THE DEPARTMENT OF ASSESSMENTS THIS DAY OF 20 DEPUTY KING COUNTY ASSESSOR KING COUNTY ASSESSOR TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COMMITTEE AND HEREBY CERTIFIED FOR FILING THIS DAY OF 20 CHAIR, SHORT SUBDIVISION COMMITTEE RE^CEIVEE..D SE? 11 21ji D U MOAN SON CIVIL ENGINEERING • SURVEYING • LAND PLANNING 145 SW 155th Sorg, Sx 10; Sea* Washington 98166 Phone: (206) 244 -4141 Fes (206) 244-4455 DWN. BY JMB/MC DATE 09007 11 9/2 JOB NO. 06711 CHKD. BY JMB 1287.31'(C) 1288.0'(P) pMS BL 7 1F . CTS HOM 1 287.64'(C) 1288.0'(P) BASIS OF BEARING BASIS OF BEARING: NORTH 87'44'41" WEST ALONG THE MONUMENTED CENTERLINE OF S 146TH ST. BETWEEN 42ND AVE. S AND THE WEST UNE OF 22- 23 -04, RE- tHENCED TO NAD83. BASED ON STATIC GPS OBSERVATIONS FROM WSDOT HC17 -5. ALL DISTANCES SHOWN HEREON ARE GROUND VALUES USING A COMBINED SCALE FACTOR OF 1.0000113133. REFERENCES ADAMS HOME TRACTS, VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON S 146TH STREET SCALE 1" =200' DOD SHEET 1 OF 2 t0 N ui CD (M) (C) (P) FOUND 2" BRASS DISK WITH PUNCH IN CONC. IN CASE, DOWN 0.6' JULY, 2005 128.73'(C 128.8'(P) CD ar i7 N P 0 ▪ r%) U) 01 N CO 28.75 C 128.5(P) w w 20 7 LOT 2Z 10 012 0 128.8'(P) 20' LEGEND LOT 15 I I �? O c N ,0 M „) f N87'48'50 "W� o) 386.24'(C) rn �i 386.4'(P) av t)5 v N O 07 20 386.19'(C) 386.4'(P) 386.4'(P) 386.29'(C) FnUNO 2" BRASS DISK WITH PUNCH IN CONC.-/ IN CASE, DOWN 0.7' 15' U) 0) D z W 0 z N FOUND MONUMENT IN CASE, AS NOTED CALCULATED POSITION ONLY, NOT SET DATA PER FIELD MEASUREMENT DATA PER CALCULATED VALUE DATA PER PLAT OF ADAM'S HOME TRACTS EXISTING LEGAL DESCRIPTION S PER ORDER NO. 1228739 ISSUED BY CHICAGO TITLE INSURANCE COMPANY, DATED MARCH 21, 2007. THE EAST HALF OF LOT 14, BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON. SURVEYOR'S CERTIFICATE I , JONATHAN M. BECKER, PLS , 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. TUKWILA SHORT PLAT L07 -030 NEW PARADIGM DEVELOPMENT GROUP, LLC SHORT SUBDIVISION MAP SHORT PLAT NO. L07 -030 CITY OF TUKWILA, WASHINGTON PORTION OF NE 1/4 of NW 1/4, S. 122 T. 23 N., R. 04 E., W.M. RECORDING NO. VOL./PAGE