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HomeMy WebLinkAboutPermit L03-047 - BANNER BANK - SHORT PLATL03 - 047 BANNER BANK 3827 SO. 130TH ST February 6, 2007 City of Tukwila Department of Community Development Steve Lancaster, Director Mr. Jim Hutson Charter Homes Inc 601 Union Street, Suite 5100 Seattle, WA 98101 RE: Riverton Lane Short Plat L03 -047 Dear Mr. Hutson: The City has reviewed the final short plat items that were submitted on November 22, 2003. The following items needs to be completed in order for final approval to occur: 1. Please see the attached memo from David McPherson with the City's Public Works Department. 2. Include the file number, L03 -047, on the face of the plat. 3. New legal descriptions for the nine new lots and each of the two tracts need to be provided. 4. Since tract B is private it shall be known as 39 Ave Lane, not Avenue. 5. Show the location of the nearest fire hydrant on the plan. If you have any questions, please call (206) 431 -3684 or send an email to bmiles ' ci.t wila.wa.us. L rnj. Iles Assistant Planner cc. File (L03 -047) Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 +rN.4.61 , .....uw..n1. .Iu°ew..w+:was ,m.._ : .:..�.x xa eha'� v+�.+.'ss v ti+:alirM%J�h ,.., i� �d City of Tukwila City of Tukwila z Memorandum 2 TO: Jill Mosqueda 0 0 co 0 cn FROM: Brandon Miles w 0 RE: Riverton Lane LLC, Nine Lot Short Plat 2 Letter from Tom Touma, dated January 9, 2005 g DATE: January 11, 2006 w z I— o zI— w 0 0- F- . The applicant needs to consider other options before placing the tank above ground. = v 1) Is it possible to rearrange the shape or size of the stormwater tract in order to place z the vault totally under ground? U 2) Also, why is this issue coming up at this stage of the project? The City reviewed p h" Civil Plans that were submitted by RN Parnell for this project and there were no z issues with placing the tank below ground. As part of the short plat approval the City approved a detention vault that would be placed below ground. Changing the vault to an above ground vault would require having a revised short plat approved. An above ground vault would also have to meet setbacks in the LDR zone and a landscaping plan would need to be submitted and approved by the City. The landscaping plan also needs to discuss maintenance of the landscaping on the private tract to ensure the survival of the landscaping screening. Monetary cost will of be considered when the applicant requests to modify the approved short plat. cc. Files, L03 -047 and D05 -180 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Ce J TOUMA ENGINEERS & LAND SURVEYORS January 9, 2006 Mr. Jim Morrow, PE Public Works Director City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 RE: Riverton Lane LLC — 9 - Lot Short Plat This is in response to your letter dated December 28, 2005. There are several issues lead our request to re- design of the storm detention vault for the subject project. The original design did not depict the true dimension of the vault, and its location within the Storm Drainage Tract. The approved construction plan indicated that portion of the vault was exposed and not entirely is covered. The vault was designed to be located at the lowest part of the property. The topography along this area is steep and slopes quickly toward the south boundary of the site. It would be impossible to construct a vault entirely underground and still maintain adequate setback from adjacent property, and maintain a positive flow and connection to existing underground storm system on the street. The proposed design of the vault reflects the true dimension in terms of its true width and `i JcA0 height. The vault will be constructed with proper setback from adjacent property. The outfall from the vault is at an elevation, even with a depth of over 12 feet in height would allow U gravity flow to existing storm facility. The proposed design would alleviate deep cut and minimize excavation for placing it within it own tract. In considering the physical restriction exists and the size of the vault a portion of the vault to be exposed along the easterly portion adjacent to the street. This can be mitigated with landscaping along the easterly portion of the tract to soften the visual scene of the vault from the street. Thank you for your assistance with respect to this matter, and should you desire to discuss this matter any further, please let us know. Si Moun' "TOM" Touma PE/PLS Civil Engineer cc. Jim Hutson, Charter Homes • ..- r..� ! 1 iteG % "'tiF y ""t AN 1 . 1 . 7..1)0(1 • IJKliVi LA Fit WORKS December 7, 2005 Mr. Erik Wicklund Charter Homes 601 Union St., Suite 3920 Seattle, WA 98101 Dear Mr. Redding: c Pace Deputy Director City of Tukwila Department of Community Development Steve Lancaster, Director RE: Extension Request Banner Bank Short Plat, L03 -047 The City received your letter dated December 2, 2005 requesting an extension of the preliminary approval that was granted to the above short plat. The preliminary approval expired on May 15, 2005. This letter constitutes the City's decision to extend the preliminary approval of the short plat to May 15, 2006. If you have any questions regarding the short plat, please contact Brandon Miles by phone at (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. ci.tukwila.wa.us. Sincerely, cc. Dave McPherson, Public Works File (L05 -047) Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 CII/\IM 11 I ILOMI S 601 Union Street - Suite 3920 Seattle. WA 98101 Mr. Brandon Miles, Erik Wicklund Cell: 206 940 6053 Phone: 206.322.4393 Fax: 206.322.0482 Charterilorneslnc.com RECEIVED DEC' 05 2005' DE vELopmENT On behalf of Charter Homes, Inc I'd like to request a one year extension of short plat number L03 -047. November 30, 2004 Mr. Mike Schiltz Family Pryde Homes PO Box 40511 Bellevue, WA 98015 RE: Short Plat at S. 130 (Formally Banner Banks Nine Lot) Dear Mike, I have reviewed the submitted landscaping plan for the above mentioned short plat. The proposed landscaping will provide compliance with item (a) under the Landscaping section of the preliminary approval letter issued May 10, 2004 by the City. The preliminary approval letter also noted the need for a tree - clearing permit for the removal of any significant trees on the steep slopes. The submitted landscaping plan needs to address the trees that will be removed on the slope and the proper replacement of those trees. The tree - clearing permit is enclosed with this letter. If you have any questions, please cal (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. Sincerely, Branson J. / /p1 i Assistant Planner cc. File (L03 -047 Cizy of Tukwila 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 :` — - J�'mavwssmcona May 10, 2004 City of Tukwila Department of Community Development Steve Lancaster, Director Via US Mail Ms. Elaine Wilcox, Vice President Banner Bank 3005 112` Ave NE Bellevue, WA 98004 RE: Preliminary Short Plat Approval, L03 -047 Dear Ms. Wilcox: I. Preliminary Approval of Short Plat A. Preliminary Approval Conditions General cc. Robert N. Parnell, PE 4422 187 PL SE Issaquah, WA 98027 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: This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions are to ensure that the short plat is consistent with the City's policies and regulations. a. The surveyor's original signature must be on the face of the short plat and must have adequate margins meeting King County recording requirements. b. The original notarized signatures of all property owners must be on the face of the plat. c. Before and after legal descriptions need to be added to the short plat document. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 d. The setbacks for lots one and nine are incorrect. Both lots have second fronts from S. 130` Street, second fronts have a setback requirement of ten feet. e. The dedication needs to be revised, tract A will not be dedicated to the City, but will be the responsibility of the homeowners. Additionally, the storm drainage easement on lot eight is private and needs to be labeled as such. f. 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 detention vault ". g. The approved buffering fencing on the east property line must constructed prior to final approval being granted. h. The survey shows a house foundation, which appears to straddle the boundary line of the proposed lots eight and nine. Prior to final approval of the short plat, the foundation must be removed. The City's Building Department will require a demolition permit for the removal. i. On the survey map on lot five it shows a utility easement. On sheet 2 of 6 of the civil plans it notes that this may be used for future access. This easement area is not wide enough to provide access. In addition, if a future plat is done on the adjacent parcel, subdivision standards may apply. j. The dedication area for the City needs to be clearly delineated on the short plat as it is on the civil plans. k. Show all easements on the short plat. Required Documents a. A new title report will be required when you submit for final approval. b. Public Works requires recordable documents, separate from the short plat, for easements, property dedications, surface water maintenance and other documents affecting the use of real property. Your submittal must include separate documents to be recorded with the short plat. Public Works has sample easements. The King County Water Design Manual has a sample storm drainage maintenance plan that can be modified for this project. c. Tract A: Deed for storm water vault with notarized signatures, legal description, drawing showing location and completed King County Excise Tax form. d. Tract B: Deed for the private street with notarized signatures, legal description drawing showing location and completed King County Excise Tax form. e. Utility easements with notarized signatures, legal description and drawing showing location, for sewer in private street, water in private street, lighting, drainage, and power. f. Covenants, conditions, restrictions, which include a method to allocate payment of the street lighting bill and responsibilities for inspection, maintenance and repair for the following: • Storm drainage system, including the vault and it access • Private streets, sidewalks, curbs, street lighting system, and signs. 2 Common Improvements a. All common improvements, shown on the civil plans submitted to the City on March 18, 2004, must be constructed by the owner of the property and must be approved by the City. b. Frontage improvements as shown on the civil plans, submitted to the City on March 18, 2004, shall be installed along S. 130 Street. Upon completion, these improvements shall be turned over to the City. c. Overhead utilities on the south side of 130` Street shall be underground, unless a waiver is granted by Public Works. d. All utilities within the short plat area shall be placed underground. e. Please see the attached memo from Jill Mosqueda, PE in regards to permit requirements and other information. Landscaping a. Per TMC 17.20.030(G)(1), each new lot within a new short plat shall be landscaped with at least one tree in the front yard to create a uniform streetscape. The minimum size of each tree shall be either a 2 -inch caliper (for deciduous trees) or six to eight feet in height (for evergreen trees). You have the following options: b. A landscaping plan shall be submitted and approved by the City prior to site work being performed. The landscaping plan needs to show all trees that will be removed and retained on the site. c. A tree - clearing permit is required for the removal of any significant trees on steep slopes. A significant tree is defined as tree (cottonwood excluded), which is four inches, or more in diameter as measured 4.5 feet above grade (TMC 18.06.775). d. The tree replacement ratios are laid out in TMC 18.54.130 (3) (a). e. Enclosed you will find a copy of the permit application Appeals i. Install a tree in the front yard of each of the nine lots at the installation of the common improvements; or ii. Install the above - referenced trees along the S.130 Street right -of -way as part of the required frontage improvements. This short plat approval decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat, excluding challenges to the DNS, is permitted. If an MDNS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to impose additional conditions in the MDNS may raise such issues as part of the appeal. 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 (05/24/2004). The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. 3 Appeal materials shall include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision. The Notice of Appeal shall state specific errors of fact or errors in application of the law in the decision being appealed; the harm suffered or anticipated by the appellant, and the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. II. 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 mylar which constitutes a grant of final approval. In addition, all inspections relating to public works improvements must be completed by the time of final approval. III. 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. Expiration The final short plat must be filed with the King County Department of Records by May 10, 2005, 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. 4 z w c QQ � J U UO U J w • 0 2 u _ _ • ci � w z= F— 0 z h- W • W U� O N O H W w 2 U- .. W co 0 z 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. From the survey maps provided, it appears that the proposed work will impact adjacent property owners. Please be a good neighbor and inform any affected party of the work being performed prior to starting the construction. If you have any questions, please call Brandon Miles at (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. Informational Items Steve Lancaster Director of Community Development cc. Jim Morrow, Public Works Director (initial yo approval Nick Olivas, Fire Chief (initial your approval Don Tomaso, Fire Marshal Jill Mosqueda, Public Works Engineer Brandon J. Miles, Assistant Planner Mike Schiltz, Fa y y Pryde Homes File (L03 -047) �/ 5 Project Name: Banner Bank Short Plat 3827 S. 130`" St File #: L03 - 047 Short Plat References: DP03 - 012, P02 - 006, PRE99 - 033 Review #: #2 Date: 03.31.04 Reviewer: L. Jill Mosqueda, P.E. Contact me at 206.431.2449, if you have any questions. Short Plat Projects /L03 -047 Banner 9 -lot comm #2 CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS 1. Public Works Approves Preliminary Approval. 1. BEFORE Final Approval and BEFORE recording provide the following: a) Show all easements on the short plat a) Public Works requires recordable documents, separate from the short plat, for easements, property dedications, surface water maintenance and other documents affecting the use and ownership of real property. Your submittal must include separate documents to be recorded with the short plat. Public Works has sample easements. The King County Surface Water Design Manual has a sample storm drainage maintenance plan that can be modified to fit this project. The following must be provided, reviewed, and approved before the short plat final approval. ❑ Tract A Deed for the storm water vault with notarized signatures, legal description, drawing showing location, completed King County Excise Tax form, completed Quit Deed. Excise tax forms are available through the City Clerk's Office. ❑ Tract B Deed for the private street with notarized signatures, legal description, drawing showing location, completed King County Excise Tax form, completed Quit Deed. Excise tax forms are available through the City Clerk's Office. ❑ Utility easements with notarized signatures, legal description and drawing showing location. • Sewer in private street • Water in private street • Lighting, including junction boxes • Drainage • Power ❑ Easement for future extension with notarized signatures, legal description and drawing showing location. ❑ Covenants, Conditions, Restrictions which include a method to allocate payment of the street lighting bill and responsibilities for inspection, maintenance and repair for the: • Storm drainage system, including the vault and its access. • Private street, sidewalks, curbs, street lighting system, signs. 1 1 The following comments apply to the Public Works Permit requirements: FYI 1. The "plan review and approval fee" paid with the permit includes two reviews. Additional reviews, due to Applicant 's action or inaction will be charged additional review fees. 1. The Technical Information Report provided with the original short plat application needs no modification. 1. The peer review of the Geotechnical report is complete and the report is acceptable. 2. This project is not subject to traffic mitigation, so a traffic impact analysis is not required. There may be safety issues with the access onto S. 130` St. Provide a detailed sight distance evaluation. 3. The Public Works Development Guidelines and Design and Construction Standards is available at www.ci.tukwila.wa.us. Submit the Following With the Type C Permit Application ❑ Permit Application - attached ❑ Bulletin 01A Type C Fee Estimate Worksheet - attached a) Pavement mitigation will be $7.50 per square foot of overlay. The pavement is about 10 years old. South 130 Street will be overlaid the full width. ❑ Bulletin 01 C Engineer Estimate and Bond Quantity for the onsite work - attached ❑ Bulletin 01C Engineer Estimate and Bond Quantity for the right -of -way work — attached ❑ Approved plans for the sewer and water installation. (WD125 and ValVue) For right -of -way work: ❑ Plan, profile, and cross sections for the right -of -way improvements. ❑ Hold Harmless Agreement (TMC 11.08.120) - attached ❑ Traffic control plan ❑ Red -lined plans ❑ Revised plans, profiles, cross sections, details General O Plans must include the Public Works general construction notes that apply to this project. Be sure to include the geotechnical note. O Show all easements and tracts. O For the private street access onto S. 130` St., provide sight distance calculations and reference the method used. Private Street O Show monumentation in the cul- de-sac and in S. 130` St. per Chapter 3 of the PW standards found at www.ci.tukwila.wa.us or available in hard copy through Public Works. Projects /L03 -047 Banner 9 -1 - pm #2 2 O Provide strL�' lighting plan showing all of the sy_ .m including junction boxes, power connections, etc. Please refer to PW Standards. O Provide street lighting calculations per PW Standards. O Show mailbox locations. O Show stop sign, no outlet sign, sidewalk ends signs, and street name sign. O Add details for the street lighting system O Show cul -de -sac radius of 40.5' to curb face, rather than back of curb. Surface Water O Show the vault access at a right angle to S. 130` St., 20' wide, and having the appropriate turning radii at the right of way. O Show removable bollards at the detention vault access. O There is not enough information for me to determine if a vactor truck could access the vault for maintenance. Please show more information on the plan view and on the profile. Provide a cross section of Tract A along the access, north to south, including the connection to S. 130' St. O Show finished grades on the profile. O The connections at CB #9 may not work as shown. Please reconsider the design and provide a detail for that connection. Sheet 2 O The plan notes should direct contractor to remove existing culverts in the right -of -way. O The centerline intersection at station 0 +00 should read "private" road O The street light detail referenced is incorrect. O Curb cuts are not shown for the driveway accesses. The plans should at least show a proposed location. Sheet 3 O Show the overlay limits on the plan view. O Provide a detail for the transition from the overlay to the existing pavement along the centerline and at each end of the overlay on S. 130` St. O Add a note requiring a centerline stripe and replacement of pavement markings. O Section A -A should show a minimum cut section between the existing pavement and the concrete gutter that is replaced with gravel, crushed surfacing, and asphalt per RS -01. O Section A -A location is not shown on S. 130` St plan view. Should this be titled "typical cross section "? O Add rim and invert information to all of the CBs O Add a CB to the drain in S 130` St, to the east of the access road, in order to pick up the drainage from the access road. O Add truncated domes per WSDOT standard plans F3 a -e and Standard Specification 8- 14.3(3). The standard plans show locations and can be accessed at www.wsdot.wa.gov /eesc/design /designstandards. Projects /L03 -047 Banner 9 -lot comm #2 3 ./'�. . . RYY � ^ 7"'� = ��r ��.�» TInAC' (£'. 'fl,V'I`1�•F4HI?ZM'Y!5.� ., . Sheet 4 O This sheet has a note that says Install: public access road sheet 4 of 6. O The centerline intersection at station 0 +00 should read "private" road Sheet 5 O Add City's construction notes. O Remove notes that conflict with the City's notes. O Replace the references to King County with "Tukwila" whenever appropriate. O Add details for street lighting system. O Add a driveway access detail. Sheet 6 O The road cross section should show the sidewalks, mailbox, and street light locations. The following items may be submitted after the PW permit application, but must be submitted, reviewed and approved before the Type C Permit is Issued. ❑ A letter from Zipper Zeman Associates stating the design meets the geotechnical requirements. ❑ Proof of NPDES permit or approval from Department of Ecology ❑ Underground ing Waiver — attached ❑ Sensitive Area Covenant and Hold Harmless Agreement — attached ❑ Short Plat performance bond for 150% of the value of the onsite improvements For right -of -way work ❑ City of Tukwila business license (TMC 11.08.030) ❑ Liability insurance (TMC 11.08.100) ❑ Automobile insurance (TMC 11.08.100) ❑ Performance Deposit for 150% of the right of way work (TMC 11.08.110) ❑ Two -year Maintenance Bond for 10% of the right of way work (TMC 11.08.110) Submit the Following Before the Type C Permit is Final ❑ Copies of recorded Easements, covenants, etc. ❑ Turnover documentation for all improvements in S. 130t St. Projects /L03 -047 Banner ^omm #2 4 City of Tukwila ^ e r n p nr Department of Community Development Steve Lancaster, Director b1/E LO 1,) 4,�A1 7 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ❑ `Re's onse to Incomplete Letter # ❑ Responset o -C acct iott etter ❑ Revision # a it is Issued Project Name. Project Address: Contact Person: ❑ Entered in Sierra on Plan Check/Permit Number: Le — OK- Sheet Number(s): /�� �'` ri'C , /. "Cloud " or highlight all areas ' revision inate of revision Z.7-- Phone Number: Summary of Revision: John W. Rants, Mayor Received at the City of Tukwila Permit Center by: 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 RNP March 11, 2004 Brandon J. Miles, Assistant Planner Tukwila Dept. of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 981288 Subject: Banner Bank Short Plat L03 -047 Submittal of Additional Information Dear Mr. Miles: R. N. PARNELL COMPANY CIVII. ENGINEERING WATER RESOI IRCES ENGINEERING MIANAGENIEN r ENVIRONMENTAL SERVICES CONSTRUCTION MANAGEMENT We are responding to your letter of December 19, 2003 concerning requirements for the city granting Preliminary Approval to the Short Plat. Planning The plat map was revised and updated to reflect : 1. Surveyor stamp and signature is current 2. Building Setback Lines added to the proposed lots 3. Location of proposed houses (footprint) shown within the lots and outside the set back lines. 4. Average lot width provided for the lots 5. Dedication of frontage improvements along S. 130 Street is shown Other Comments: Landscape plan showing trees to be planted in the interior of the short plat is included on the engineering plans. A formal landscape plan showing the landscaping and trees will be provided during the Level "C" permit approval process. A wood fence detail is enclosed for the screening required between the Low Density Zone and the other zone(s) and shown on the engineering plans. We understand that Short Plat final approval will not be granted until 90 percent submittal of common improvements are constructed, submitted and approved. The fence or landscape buffer may have a financial security of 150% of the estimated cost. All utilities within the interior of the short plat will be underground as required. Public Works Department Comments from Jill Mosqueda, PE have been addressed. The short plat civil plans include design for 100% of the surface water system including the underground covered vault. I lowered the vault bottom elevation five feet to ensure that the vault and vault cover was buried. Footing drains of the proposed homes could discharge into the surface water drainage system and into the concrete vault. 1 4422 187th Place S.E. • Issaquah, WA 98027 • 425/643 -3560 • FAX 425/641 -5095 4 r.4 »tq%.!tiiLi51r/ .1 .+yaymconyd;e FM). The proposed water quality -water quantity concrete vault is underground and has a covered concrete lid. The city will not approve uncovered above ground vault. The vault and other surface water facilities are to be owned and maintained by the development. Private surface water facilities are not installed in public right of way. The interior street is a private street not maintained by the city. Fire Department Fire Department had no comments, thus no response required at this time. Building Department Building Department had no comments, thus no response required at this time. Final Approval: Thank you for your information on items that are to be addressed in the plat map, fence buffer between the zones, tree removal, and permit maintenance documents of the private road and shared drainage. We also note that "All public works improvements must be installed prior to final approval." Please call me at (425) 643 -3560 if you desire additional information for preliminary plat approval. Sincer Robert N. Parnell, PE Enclosures: Plat map (4) Fence Detail Engineering Plans (4) CC: Elaine Wilcox, VP- Banner Bank 2 w`gal%d:.u.�3 z:.:cJ4huaau•;. 0460:464;r.w-0b fir• .,uw•.sw».�w..:xs:t. a..,.x.�,,,.,w,.. ..._, _A.......�r,,.� 0) N 0 O° z � rnm cZ m m rn v )1( NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. December 19, 2003 City of Tukwila Department of Community Development Steve Lancaster, Director Mr. Robert N. Parnell PE RNP 4422 187 Place SE Issaquah, WA 98027 RE: Banner Bank Short Plat, L03 -047 Dear Mr. Parnell: City staff has completed a detail review of your Short Plat application. Certain additional information regarding the Short Plat application is needed from you to ensure that the project meets the substantive requirements of the City and to complete the review process. The comments have been organized regarding what is required during certain stages of the project. Preliminary Approval In order for preliminary approval to be granted the following items needs to be addressed: Planning The plat map needs to be updated to reflect the following: 1. The surveyor stamp has expired. The plans must contain a valid stamp of a surveyor that is licensed by the State of Washington (TMC 17.04.060). 2. Dashed lines showing setbacks for all lots need to be provided. The setbacks in the LDR zoned are as follows, 20 feet from the front, five from the sides, and ten from the back. Lot one and nine shall have the following setbacks, 20 feet from 30 Place, ten feet from S. 130` Street and five feet from all adjacent property lines. 3. The proposed location of all houses needs to be shown. 4. The average lot width for all lots needs to be provided. 5. The frontage along S. 130 Street that will be dedicated to the city after construction of frontage improvements needs to be called up. Other comments: Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 1. The City is still waiting for a landscape plan to be submitted for the trees that will be planted in the interior of the short plat. A copy of a letter that was submitted to the City on, September 11, 2003 regarding this issue. The letter stated in the "near future" a plan would be prepared and submitted to the City. 2. The property is currently zoned Low Density Residential. The properties to the east are zoned Neighborhood Commercial Center. A landscaped buffer or fence must separate these two uses. Per Tukwila Municipal Code 17.20.030 (B)(1), "where a single family residential subdivisions are to be adjacent to multiple- family, commercial, or industrial land use districts, and where natural separation does not exist, adequate landscape buffer strips and/or solid fences for screening shall be provided. The City must approve the design of the fence and/or landscaping buffer prior to preliminary approval being granted. 3. Short Plat approval will not be granted until a 90 percent submittal of common improvements has been submitted and approved by the City. 4. All utilities within the interior of the short plat must be underground (TMC 17.20.030 (D)). Public Works Department Please see attached comments from Jill Mosqueda, P.E. Fire Department No comments at this time. Building Department No comments at this time. Final Approval Before final approval the following items must be addressed. Please note that when Preliminary approval is granted you will be given a list of conditions. The following items are only preliminary and may change when Preliminary Short Plat Approval is granted. Planning The plat map must include the following: .r....s.n.r,,..,mw.w .wu. n...wa..eae..ms aw.vw;.:+. • 1. Before and after legal descriptions needs to be shown. 2. Under informational items add the following, "The City of Tukwila has no responsibility to build, improve, maintain or otherwise serve the private road within or providing access to the property described in this short plat ". 3. The signature page must include the signatures of all parties who have an interest in the property at the time of recording. 4. The information on page four is no longer necessary. The following items must also be addressed before final approval will be granted: 1. The fence and/or the landscaped buffer must be installed or appropriate financial measures in place that the City approves, which may include: a. A surety bond executed by a surety company authorized to transact business in the State of Washington. b. An irrevocable letter of credit from a financial institution stating that the money is held for the purpose of construction the fence and/or landscaping buffer. c. An assignment of account with a financial institution which holds the money in an account until such time as the City signs a written release. The assignment of account will allow the City to withdraw the funds in the event of provisions of the agreement are not met. d. A cash deposit made with the City of Tukwila The financial security provided shall be 150 percent of the estimated cost of the installation of the fence and/or landscape buffer, including all related or incidental expenses. The applicant shall provide prove these costs are acceptance by the Department of Community Development. 2. The survey shows a house foundation, which appears to straddle the boundary line of proposed Lots eight and nine. Prior to final approval of the short plat, the foundation must be removed. The City's Building Department will require a building permit for the removal. 3. A City of Tukwila Tree Removal Permit must be obtained before any trees or vegetation is removed from the slope area or it buffer. Any significant trees removed must be replaced in accordance with the City's Tree Replacement Ratio (TMC 18.54.130). 4. Documents relating to the shared maintenance of the private road, private sidewalks, and shared drainage improvements must be prepared and approved by the City. 5. All Public Works improvements must be in installed prior to final approval. Informational Items 1. The maximum total footprint of all residential structures located on a lot in the Low Density Residential District shall be limited to 35 percent of the lot area provided: The maximum total footprint is reduced by 0.125 percent for each 100 square feet of lot area in excess of 6,500 square feet and less than 19,000 square feet (TMC 18.10.057). 2. Height of any new structure is limited to 35 feet (TMC 18.10.060). 3. Parking requirements for the new house shall be two for each dwelling unit that contains up to three bedrooms. One additional space for every two bedrooms in excess of three bedrooms in a dwelling unit. Additional parking may be required for home, occupations and accessory dwelling units as other otherwise provided in this title. Your next step is, to address the items noted in the letter and resubmit the proper documents. For questions regarding Public Works comments, please contact Jill Mosqueda at (206) 433 -0179. For questions regarding Planning comments please contact Brandon J. Miles at (206) 431 -3684. Sincerely, Brandon J. Miles Assistant Planner cc. Jill Mosqueda, Public Works Don Tomaso, Fire rshal Ken Nelson, Plan xaminer File (L03 -047) .::•∎•"L5::. :i4.;.:u,' :∎ .1..a....y,wu,. .e.,.s.w. w,.n...w -4. « « . .....___......�...y.a,,.w..�.,n Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I , eA HEREBY DECLARE THAT: Notice of Public Hearing Notice of Public Meeting Board of Adjustment Agenda Pkt Board of Appeals Agenda Pkt Planning Commission Agenda Pkt Short Subdivision Agenda Shoreline Mgmt Permit FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Determination of Non-Significance Mitigated Determination: of Non Significance Determination of Significance &,;Scoping Notice Notice of Action Official Notice Notice of Application Notice of Application.:; for !Shoreline Mgmt Permit Other Was mailed to each of the addresses listed on this d(3,Y-'0f Q i the year 20 03 Project Name: Mailer's Signature: P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Project Number: L. b 'O Lt i I zoOL l D g/i/exi< Person requesting mailing: //tj( , . f+zi;£ -,;,�i;+� s .'. .s�g r . m . =. ".�"..;.5 - T7 <zs.P:acscsa vrFZ�nara^�u z = 1- W _� 00 w= F— U) w co �Q = w Z = Z W U 0 I- w u.l I- 7- U. o .z = o � z T LIV'ERI:BLE ! _ ADDRESSED . ADLE TO FDR;,Ail0 • : iURN TO `gEi;l: R City of Tukwila Department . of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2599 .J I -._• _ __ t s:f� /FjT C. a 1 ^. !•• 1. f . . • City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2599 735960- 0790 -03 FACKRELL SHELLIE LYNN 13027 37TH AVE S TUKWILLA WA °: Te a, .r •_ 7.- ":x r l4 .4 ;C4 'Il a "4 FVr'4"71 . :- . 4�:.; � w' 734060 - 0769 -02 MARTZ BRIAN D +IMOGENE I ON9999 4106 S 130TH ST TUKWILA WA l y • City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2599 1 y LO .. rte• c:' DEG :0 2' 659999 98148 11111111 1111 11111111 II 11 11111 I 1111111111111111111111111111 0-coi° 0 or U Nrc�c GO &It pyxl 98168 f I'f9 C:i . :^f , _� ry 5 '.. f4 01 PB MYTEt1 70906231 u•�_POSYAGE � * • 11 (I)) t. ti d ' 111( 111111111,( 1111,1 . 01111111 1 11(1 1 111111111 111111 . .A•1 /^ 77. !7,":" 4 J!cyHRYan.vn—,,'M•.�•ry^ M - Tana.. namA fryir.S.Ci/. lr. - +wer ner • - ..._.•.....•... rt.II CS'A' 4 1''S�' 1,11 71 ... . `3L ••,A, ,__ ... . ... . ;'!'1*!'1�. ;•�^^! �!Irq!^ + ?cl r Y 7�.7my 734060- 0907 -05 GUNN HORRACE E SHEWN 930054 13053 40 ..a_ ^ .i w oft it Pf3 t4frEf 7090823 ry * r Please send comments to: City of Tukwila Planning Attn: Brandon J. Miles 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 City of Tukwila NOTICE OF APPLICATION DATED December 1, 2003 Department of Community Development Steve Lancaster, Director The following applications have been submitted to the City of Tukwila Department of Community Development for review and decision. APPLICANT: Banner Bank AGENT: Elaine Wilcox, Vice President LOCATION: 3827 S. 130` Street, King County Parcel # 734060 -0803 OWNER OF THE PROPERTY: Banner Bank FILE NUMBERS: L03 -047, SEPA E2000 -001 PROPOSAL: Banner Banks is proposing a division of a 78,120 square foot lot into nine lots. The property is currently zoned Low Density Residential. When complete the lots would be allowed to have homes constructed on them. The City of Tukwila issued a Determination of Non - significance for a similar project in January of 2000. OTHER REQUIRED PERMITS: Public Works Permit for improvements and grading activities SEPA These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your comments regarding the Short Plat Application in writing to the Department of Community Development by 5:00 p.m. on December 15, 2003. If you have questions about this proposal contact Brandon J. Miles, Planner -in- charge of this project at (206) 431 -3684 or by email at bmiles(a ci.tukwila.wa.us. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Steven M. Mullet, Mayor State of Washington County of King Ciry of Tukwila CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan(a,,)ci. tukwila. wa. us j so4'F�B ?RA i • o NOT Ff t t i m(//3.. ,5, : z My commission expires on l t Qc'`o9-06 1t 1‘ SHING �� AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) I Ror ie f /\./, 1 ArCEV i=Li, (PRINT NAME) understand that Section, 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I certify that on 1`?C' t 2.00S the Public Notice Board(s) in accordance with Section 18.104.110 and the other applicable guideline were posted on the property located at AV 2 S.: /3 a •• /re so as to be clearly seen from each right -of -way primary vehicular access to the property for application file number I herewith authorize the City of Tukwila or its representative to remove and immediately dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourrtee� ( da s of a.Nn9 a letter. pp Applicant or Project Manager's Signature On this day personally appeared before me {mob \D. C N . to me known to be the individual who executed the foregoing instrument and acknowledged that he /s signed the same as his/h'/ voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN to before me this day of G�co ` 01_00 3 3_ Lc —0 f, / e o at ba r. NOTARY PUBLIC in d or the State tat t of Washington ' residing at ‘1 \ AN ) t CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Banner Bank Short Plat 3827 S. 130` St File #: L03 -047 Short Plat References: P02 -006, PRE99 -033 Review #: NA Date: 10.07.03 Amended 12.17.03 Reviewer: L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. For Preliminary Approval A , 7 r , FNr 1. Surface Water Per the meeting on 12.17.03, the short plat civil site plans shall include 100% design of the surface water system before preliminary approval. The design should look at elevations for footing drains in case the footing drains need to go into the retention vault. The City no longer accepts storm drainage facilities designed and built as part of a private development. The future homeowners of the short plat will assume maintenance and repair responsibility for all of the storm drainage, including the detention vault. Surface Water design shall meet the most current King County Surface Water Design Manual, with the following exceptions: a. All vaults shall be underground and covered. The City will not approve uncovered, aboveground retention /detention vaults. b. All surface water runoff created by a private development shall be accounted for by the private development, including surface water from public facilities constructed as part of the private development. c. All surface water facilities constructed as part of a private development shall be owned by the private developer. All maintenance responsibilities remain with the private developer. d. The City will not approve installation of private surface water facilities in public right -of -way. Projects /L03 -047 Banner #1 1 For the Type C Permit 2. For right -of -way work: a. For the permit application, provide the following items from Bulletin 12. (1) City of Tukwila business license (TMC 11.08.030) (2) Liability insurance (TMC 11.08.100) (3) Automobile insurance (TMC 11.08.100) ;f- z (4) Pollution insurance (TMC 11.08.100) cc g (5) Deposit (150 %) (TMC 11.08.110) 6 v (6) Maintenance Bond (TMC 1 1.08.110) (Public utilities exempted) (..) a (7) Hold Harmless Agreement (TMC 11.08.120) (8) Traffic control plan w I b . Plan, profile, and cross sections for the right -of -way improvements. 0) u . c. Pavement mitigation will be $7.50 per square foot of overlay. The uj 0 pavement is about 10 years old. I expect the overlay will be the full 2 width of the existing pavement, plus any street improvements on the u_ a south side of S. 130`" St. d 3. Provide lighting calculations for the street lighting onsite. Co 1- w 4. Provide a bond for 150% of the value of the onsite work. z F 5 Chapters 2 and 4 of the Standards and Chapter 11 of the Tukwila Municipal z O Code describe requirements for work in the right -of -way and requirements for w frontage improvements. m C] 6. The "plan review and approval fee" paid with the permit includes two o cn. reviews. Additional reviews, due to Applicant 's action or inaction will be al— charged additional review fees. z v tL o For Final Short plat Approval z iii 7. Provide: U =. a. Recorded easements. p '— b. Recorded maintenance agreement, including maintenance schedule, for z the onsite street improvements. c. Recorded maintenance agreement, including maintenance schedule, for the surface water system. Other Required FYI 8. Negotiate Underground Waiver for the Right of Way. 9. Provide proof of NPDES permit. 10.. The Technical Information Report provided with the original short plat application (Keystar) needs no modification. 11. The peer review of the Geotechnical report is complete and the report is acceptable. 12. Since the original application for this short plat, several Public Works development requirements and policies have changed. Moreover, Public Works now has new permits and new permit fees. These changes affect the Projects /L03 -047 Banner #1 2 short plat drawings, the civil design requirements, and permit requirements and fees. 13. Public Works requires recordable documents, separate from the short plat, for easements, property dedications, surface water maintenance and other documents affecting the use and ownership of real property. Your submittal must include separate documents to be recorded with the short plat. Public Works has sample easements. The King County Surface Water Design Manual has a sample storm drainage maintenance plan that can be modified to fit this project. 14. Due to budgetary limitations, Public Works is not at this time accepting turnover of street improvements installed interior to a short plat. The street shown on the plans will be a private street designed and built to public street standards. Please refer to Chapter 4 of the Standards for street design requirements, including illumination. ��.'�- .i:S.s.' <,e�:�cc:iu;;Y: �; ' t`:'+:; L: aiC,: L`^ 1. r£ i' z�Gt�; t�: �n�lii: i;: �t• 4in5"'.' ii��yi; � :a��5'di::F.�SUn:��L':..�ccaeaY .vti Projects /L03 -047 Banner #1 3 Project Name: Banner Bank Short Plat 3827 S. 130t St File #: L03 -047 Short Plat References: P02 -006, PRE99 -033 Review #: NA Date: 10.07.03 Reviewer: L. Jill Mosqueda, P.E. CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS The City Of Tukwila Public Works Department has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. I recommend you make an appointment with me to review your plans before you resubmit. A. Since the original application for this short plat, several Public Works development requirements and policies have changed. Moreover, Public Works now issues different permits and has new permit fees. These changes affect the short plat drawings, the civil design requirements, and permit requirements and fees. Public Works recently published Development Guidelines and Design and Construction Standards (Standards). These standards are comprehensive, and provide valuable guidance for the Public Works aspects of development. Public Works also published customer assistance bulletins to help the Developer /Engineer through the new processes. The Standards and the Bulletins are available at the Public Works counter. The bulletins are free and the Standards cost $50.00. B. In addition to changes you need to make to the short plat drawings and to the civil design plans, Public Works requires recordable documents, separate from the short plat, for easements, property dedications, surface water maintenance and other documents affecting the use and ownership of real property. Your submittal must include separate documents to be recorded with the short plat. Public Works has sample easement and statutory warranty deeds you may use Projects /L03 -047 Banner #1 1 '1.44 v. 1,3.; :•V�urst: a�it�; ivtz:. �t: L J; �.: �.*',€ w:� " :4s44>45440 a'Ar .G�c;i+y templates. The King County Surface Water Design Manual has a sample storm drainage maintenance plan that can be modified to fit this project. C. The City no longer accepts storm drainage facilities designed and built as part of a private development. The future homeowners of the short plat will assume maintenance and repair responsibility for all of the storm drainage, including the detention vault. An excerpt from Chapter 5 of the Standards follows: 1. Surface Water design shall meet the most current King County Surface Water Design Manual, with the following exceptions: a. All vaults shall be underground and covered. The City will not approve uncovered, aboveground retention /detention vaults. b. All surface water runoff created by a private development shall be accounted for by the private development, including surface water from public facilities constructed as part of the private development. c. All surface water facilities constructed as part of a private development shall be owned by the private developer. All maintenance responsibilities remain with the private developer. d. The City will not approve installation of private surface water facilities in public right -of -way. D. Due to budgetary limitations, Public Works is not at this time accepting turnover of street improvements installed interior to a short plat. The street shown on the plans will be a private street designed and built to public street standards. Please refer to Chapter 4 of the Standards for street design requirements, including illumination. E. Chapters 2 and 4 of the Standards and Chapter 11 of the Tukwila Municipal Code describe requirements for work in the right -of -way and requirements for frontage improvements. F. Any project that clears one or more acres must provide the City proof of a National Pollutant Discharge Elimination System permit approval from Department of Ecology. Projects /L03 -047 Banner #1 2 Dear Ms Wilcox City of Tukwila September 26, 2003 Via US Mail Ms. Elaine Wilcox, Vice President Banner Bank 3005 112 Ave NE Bellevue, WA 98004 NOTICE OF COMPLETE APPLICATION cc. Robert N. Parnell, PE 4422 187 PL SE Issaquah, WA 98027 Re: Notice of complete application; Six Lot Short Plat L03 -047 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director The Department of Community Development received your use application on August 8, 2003 for a short plat of nine lots at 3827 S 130 Street. The application was deemed incomplete on August 22, 2003. On September 15, 2003 required materials were submitted to the City. Based on a review of your application for submittal requirements for Preliminary Short Plat, your application is deemed complete as of September 26, 2003. A notice of land use application will be distributed within 14 days of this date. The next step is for you to install the notice board on the site within 14 days of the date of this letter. You received information on how to install the sign with your application packet. If you need another set of those instructions, you may obtain them at the Department of Community Development (DCD). Also, you must obtain a laminated copy of the Notice of Application to post on the board. This notice is also available at DCD. After installing the sign with the laminated notice, you need to return the signed Affidavit of Posting to our office. The application and associated materials have been routed to other City departments for review. Staff will be in contact with you soon to discuss the project. An initial review of the title reports indicates that there is a lien on the property by the City of Tukwila. Please note that prior to final approval of the short plat the lien must be satisfied. Please contact the City's Finance Department at (206) 433 -1835 for any questions regarding the lien. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. If you have any questions, you can contact me at (206) 431 -3684 or by email at milesb @ci.tukwi a.wa.us. ran on J. Miles Assistant Planner cc. File (L03 -047) 7 Thanks. city of Tukwila MEMO TO: Development Review Staff FROM: Brandon Miles, Assistant Planner RE: Banner Bank Short Plat DATE: September 26, 2003 Please provide detailed, specific comments regarding the short plat. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Banner Bank has recently taken over the Keystar Short Plat on S. 130 Street. Preliminary approval for the original short plat expired in September. Banner Bank has filed a new short plat application. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 RNP September 12, 2003 Brandon J. Miles Assistant Planner Tukwila Dept of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Banner Bank 9 Lot short Plat (L03 -047) Submittal of Additional Information Dear Bradon: We are submitting the four items requested in your August 29, 2003 letter to Ms. Elaine Wilcox concerning Banner Bank 9 Lot Short Plat located at 3827 S. 130 Street, Tukwila. 1. We are providing four copies of revised civil plans for all common improvements within the short plat such as, grading g curb, gutter, sidewalk, interior street, frontage improvement along S. 130 Street, water, sanitary sewer and storm drainage are shown in the drawings. 2. Title report dated September 2, 2004 shows Banner Bank as owner. 3. Two sets of mailing labels for all property within 500 feet along with a copy of the assessors map showing listed parcels. 4. Landscape Architect's, Aspen Design Group, letter on landscape design for the trees on the front of each short plat lot. Please call me at 425/643 -3560 or Elaine Wilcox, Banner Bank at 425/576 -4307 if you desire additional information. Sincerel Robert N. Pamell, PE Enclosures: As stated CC: Elaine Wilcox, VP- Banner Bank 4422 I87th Place S.E. • Issaquah, WA 98027 • 425/643 -3560 • FAX 425/641 -5095 R. N. PARNELL COMPANY CIVIL ENGINEERING WATER RESOURCES ENGINEERING MANAGEMENT ENVIRONMENTAL SERVICES CONSTRUCTION MANAGEMENT SEP 15 200 CGi "ii:.i:.fB C DEVELOPitiic;V•I SEP -11 -2003 THU 10 :34 AM BANNER BANK • PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. 215 Columbia Street Seattle, Washington 98104 -1511 Senior Title Officer, Dave Maddux (davemaddux@pnwt.com) Senior Title Officer, Pete Harper (peteharper @pnwt.com) Assistant Title Officer, Rose Sargent (rosesargenntG.apnwt.com) Title Assistant, Michelle Brown (michellebrownSpnwt.com) Unit No. 4 FAX No. (206)343 -8402 Telephone Number (206)343 -1353 Banner Bank 3005 112 Avenue Northeast Bellevue, Washington 98004 Attention: Elaine Wilcox Effective Date: September 2, 2003 at 8:00 a.m. Liability: $5,000.00 Charge: $ 330.00 Tax: $ 29.04 LIMITED LIABILITY CERTIFICATE SCHEDULE A FAX NO. 4255764329 P. 02/06 1. The estate or interest in the land described herein and which is covered by this certificate is fee simple. 2. The estate or interest referred to herein, according to the public records, is at Date of Certificate vested in: BANNER BANK, formerly known as TOWNE BANK Title Order No. 548574 3. The land referred to in this certificate is situated in the State of Washington, and described as follows: That portion of Tract 54, Riverside Interurban Tracts, according to the plat thereof recorded in Volume 10 of Plate, page 74, in King County, Washington, lying west of David Replat of said Tract 54, according to the plat thereof recorded in Volume 24 of Plats, page 49, in King County, Washington; EXCEPT the south 100 feet thereof. SEP -11 -2003 THU 10:34 AM BANNER BANK A. GENERAL EXCEPTIONS: FAX NO. 4255764329 P. 03/06 Order No. 548574 LIMITED LIABILITY CERTIFICATE SCHEDULE B Page 1 1. Rights or claims of parties in possession not shown by the public records. 2. Public or private easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey or inspection of the premises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the Workmen's Compensation Act not shown by the public records. 5. Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 7. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. 8. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. 9. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes. B. SPECIAL EXCEPTIONS: As on Schedule B, attached_ SEP -11 -2003 THU 10:35 AM BANNER BANK FAX NO. 4255764329 SPECIAL EXCEPTIONS: 1. This report is restricted to the use of the addressee, and is not to be used as a basia for closing any transaction affecting title to said property. The liability of the Company is limited to $5,000.00. 2. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY AND BETWEEN: DATED: RECORDED: RECORDING NUMBER: REGARDING: Said Agreement was amended by Number 20030228000836. 3. DEVELOPER EXTENSION AGREEMENT BY: RECORDED: RECORDING NUMBER: LIMITED LIABILITY CERTIFICATE SCHEDULE B Page 2 Order No. 541$S74 Keystar, Inc. and Alan Glore July 21, 2000 September 14, 2000 20000914000057 Installation of driveway instrument recorded under Recording AND THE TERMS AND CONDITIONS THEREOF: Banner Bank and Val Vue Sewer District, a municipal corporation June 16, 2003 20030616000552 4. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: TAX ACCOUNT NUMBER; LEVY CODE: 2003 734060- 0803 -00 2413 CURRENT ASSESSED VALUE: Land: $190,000.00 Improvements: $ 1,000.00 AMOUNT BILLED GENERAL TAXES: $2,503.62 SPECIAL DISTRICT: $1.68 $5.00 TOTAL BILLED: $2,510.30 PAID: $1,255.15 TOTAL DUE: $1,255.15 5. It appears that improvements are located on the premises, but are not presently assessed. Supplemental taxes thereon may appear on future tax rolls. (continued) P. 04/06 SEP -11 -2003 THU 10 :35 AM BANNER BANK • G. LIEN: dh LIMITED LIABILITY CERTIFICATE SCHEDULE B Page 3 Order No. 548574 CLAIMED BY: City of Tukwila AGAINST: Blue Lake Development Inc. RECORDED: April 4, 2003 RECORDING NUMBER: 20030404000051 FAX NO. 4255764329 P. 05/06 AMOUNT: $150.31, together with interest and /or costs, if any 7. Any alleged defect or challenge to the trustee's sale /sheriff's sale /contract forfeiture /deed in lieu of foreclosure (as appropriate) where the insured /proposed insured /vestee /contract purchaser acquired an interest in the land described herein, by any party, including, but not limited to, former owners, creditors or a trustee in bankruptcy. NOTE: We may be willing to remove this paragraph exception upon a conveyance to a bona fide purchaser for fair market value. Please contact your title officer for further information. Carlos Maxwell END OF SCHEDULE B Title to this property was examined by: Any inquiries should be directed to one of the title officers set forth in Schedule A. . 8,7 rALIta, i0 .a SEP -11 -2003 THU 10:36 AM BANNER BANK ( Riverside Interurban Tracts 00.i7 07.04 t MP 515 ,mnr s 13 ST .. Q� loth (.., teY► '�� • m .p 0 9 of, 'Mar IpOV ' 1 • 7 1.. ;4,AV Z .. �.:.. • 1 LOT 2 LOT 1 Z 0099 79602061,9079 k 1.� u s+� le' d ,Le T1 41 bl y 0 ti 000 `'0.,' ` 14 ca.» sn.n: .lo.is a PACE IC NORTHWEST TITLE Company of Washington, Inc. ........ FAX NO. 4255764329 1 roi 1 O x �'� t5 ow d 0 4 0 30 NI 50 0 .00 Order No. s5 ` /e3, 7 IMPORTANT: This is not a Plat of 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. Vol. 10 pg. 74 P. 06/06 0 00 01 •, a r e 87 al` 4 0 s 34 - O 1 A 734160 i315�T FgS 7+a✓a ?�o n. . .v Tv<w . 0.10. r7 1 0 y` y 1R y6 1 2 3 Q.T M Jr.K 4. FROM : ASPEN DESIGN GROUP ASPEN MIMMOMMMEMMIND DESIGN GROUP SITE DESIGN ' LAND PLANNING • LANDSCAPE ARCHITECTURE' • September '11;2003 • R.N. Pamell Company 4422 187 Place S.E. Issaquah, WA 98027 Dear Mr. Parnell, I have reviewed the information that you sent to me pertaining to the proposed Banner Bank 9 Lot Short Plat (Project L03 -047) located in the City of Tukwila. In the near future I will prepare a Landscape Plan with associated installation details for this project that will propose typical deciduous canopy street trees in the front of each lot to meet Public Works standards. These trees shall be limbed up to 8.0' in height, be planted a minimum of 2.0' off the sidewalk edge and be of a type of tree that will not damage sewer lines, sidewalks or pavement. The City of Tukwila does not allow "any maple, Lombardy poplar, cottonwood or gum" tree (or any other type of tree that will cause damage). The exact tree variety will be selected at the time of plan preparation. Other landscape material (lawn, shrubs, groundcover) may be incorporated into the overall planting plan to assure proper development of this property_ Paul J. Dix LA • Registered Landscape Architect FAX NO. : 42 313 -3195 Sep. 11 2003 12:44PM P1 SEATTLE OFFICE: 3746 257th Ave S.E.• Issaquah, WA 98029 •Te1:425.31 Fax: 425.31 3.3195 - email: aspendg @aol.com PORTLAND OFFICE: 7592 S.W.Thornton Drive • Wiisonville, OR 97070 - Tel:503582.8182 Far503S82 -8183 • email: aspendg @aol.com ' • 09/0%/2003 15:21 2062965107;w 4 REAL ESTATE INQUIRY BATCH REQUEST SHEET FORMAT = MCI040 -1 Company or Customer Name:11 1 1.11 I P IA LRJ LI 1 L- I L Attention of: Address: 44 Mirt PIA c S f �' SS13 4 ZAu Aisc aii4 98o2. 7 PLEASE BE PREPARED TO PAY AT THE TIME OF PICK -UP My signature below indicates that I agree to pay the charges associated with this request, that I have read . and understand the information on the reverse side of this form, and that I am responsible for the accuracy and acts of omissions y errors of the batch request. Signed: Optional Billing Information: Task: 16.44 �,.,e �(e Project #: Project Name: TV L4. 9 Co T . Batch Request #: INQUIRY TYPE (Check one or more types as desired) Printout of selected tax roll list information. 0 If this type is chosen, check one of the options below: Tax Information Only. Name/Address Information Only Q Legal Description Information Only Compete Information (Tax, N /A, Legal) MAILING LABELS parcel. er parcel. MCI 041 1 Name/Address sticker label per parcel. Legal Description on sticker lab x. By: (Clerk) (4 4/ 1)0A Form 40 (Rev. 9/00) Ler r 1 ,9 Ph: 42 e/Address sticker label p e Address sticker label KING CO ASSESSOR PAGE 01/02 DATA ENTRY: BATCH: ENTERED: VERIFIED: I C Isz1 1 4(3 r3s -o King County Department of Assessments Public Information, Ph: 206 -296 -7300 Fax: 206 -296 -5107 �.,.� Date: ' 'Y 1 C '■ z 6 4 09/04/2003 15:21 206296510: MC1040 SOURCE SHEET FOR BATCH # Wilt) DATE: yob Please enter 10 digits for each individual parcel or tax account inumber desired. Use the 'Beginning" column only. (You need to write the first six digits once only for each I l i repeating block of numbers in your list.) To obtain consecutive sequence of accounts in a particular p1ail, condominium, or section - township- range, you may use the "Beginning" and the "Ending" columns of a line. the computer will retrieve all accounts between your starting and ending numbers. Begnnine Parcel Number Endine Number 1. 2. 3. 4. 5. 6. 7. 8. 10, 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 9. I At nI ajc3 - I I 1 1 1 1 I- Iq-1 1 I o 1 - 1)04 Form 94 (Rev. 1/94) KING CO ASSESSOR.,,,,._ PAGE 02/02 fol X16 1 I ©I oIc4Jii1 1• I; 1©I c7 Ic I o I s I eDi SI. I 0 I -- IGJta1 L °Il tal 1 ®Ic:i'I5IQJ l oll 1.‘I J tt I 2I I 'J lal�l Iol�l I r IQ►cJ Iolol ©ICI I�vl I ®IgIc I c;0J l -1 I�J &i i 1 5- 1 5 71 I 7 k' I 'I1 S-J 4:› c:› I. (45' e:n rrrasrtRtr. „s. August 29, 2003 Brandon J. Miles Assistant Planner City of Tukwila Department of Community Development Steve Lancaster, Director Ms. Elaine Wilcox, Vice President Banner Bank 3005 112 Ave NE Bellevue, WA 98004 RE: Keystar Short Plat 3827 S. 130 Street, Tukwila, WA 98168 (File 2000 -002) Dear Wilcox: This letter is to inform you that the preliminary approval granted for short plat L2000 -002 has expired. A new short plat application for the same property has been filed with the City (L03 -047). Please be aware that this is not an extension of the previously approved short plat. Short Plat application L03 -047 must be reviewed and approved by the Short Plat Review Committee. The application will have to meet all current codes. In order for short plat application L03 -047 to be deemed a complete application. The following must be submitted: 1. Revised civil plans for all common improvements within the short plat. Please have your engineer call Jill Mosqueda at (206) 433 -0179 for specific requirements for the civil plans. "2. A title report showing all easements and encumbrances on the property. � 3. pnS set of mailing labels for all property owners and tenants (residents or business) within 500 feet of the subject property. Note: Each unit in multiple - family buildings —e.g. apartments, condos, trailers parks —must be included. A landscaping planting plan stamped and signed by a Washington State licensed landscape architect. Plan must include at least one tree in the front yard of each lot and meet Public Works standards (TMC 17.20.030 G). Plans must include the type, quantity, spacing and location of all plantings. The application is incomplete until the above items are submitted. If you have any questions, you can call (206) 431 -3684 or by email at bmiles@ci.tukwila.wa.us. Sincerely, cc. Jill Mosqueda, Public Robert Parnell, PE Familypryde Homes File (L2000 -002, L03 -047) Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 z a Z Ce 6 0 00 J = H � uw w = • d F _ w Z = I-O z t- uj U cn O - O h- W H r- I I - - .. z W U = O ~ z August 22, 2003 Ms. Elaine Wilcox, Vice President Banner Bank 3005 112 Ave. NE Bellevue, WA 98004 RE: Short Plat L03 -047, 3827 S. 130 St. Dear Ms. Wilcox: The application submitted on August 1, 2003 for a nine lot short plat is incomplete. In order for the City to begin reviewing the application the following must be submitted: 1. One set of mailing labels for all property owners and tenants (residents or business) within 500 feet of the subject property. Note: Each unit in multiple - family buildings —e.g. apartments, condos, trailers parks —must be included. 2. A landscaping planting plan stamped and signed by a Washington State licensed landscape architect. Plan must include at least one tree in the front yard of each lot and meet Public Works standards (TMC 17.20.030 G). Plans must include the type, quantity, spacing and location of all plantings. If you have any questions, you can call (206) 431 -3684 or by email at bmiles @ci.tukwila.wa.us. Sincerely, 4 r don J. Miles Assistant Planner cc. File (L03 -047) City of Tukwila Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 - 3665 Steven M. Mullet, Mayor City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director TO: Development Review Staff FROM: Brandon J. Miles, Assistant Planner RE: L03 -047, Banner Bank, Nine Lot Short Plat DATE: August 22, 2003 In 2001, Keystar Incorporated was granted preliminary approval (L2000 -002) for a nine lot short plat, located at 3827 S. 130 Avenue. Keystar has gone out of business and Banner Bank who provided financing for Keystar has foreclosed on the property. By end of this month, the preliminary approval will expire. With this in mind, Banner Bank has submitted application for short plat approval. The lot layout is exactly the same as the previous approved short plat. There is no SEPA application with this new short plat application. The previous permit, L2000- 002 was issued a DNS. That DNS can be used for this project. Please provide any comments regarding this new short plat. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 -. RNP August 4, 2003 Jack Pace, Deputy Director Tukwila Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Banner Bank 9 Lot Short Plat - 3827 S 130 Street, Tukwila New Short Plat Application (P -SS) Dear Mr. Pace: Please find enclosed the Banner Bank completed City of Tukwila's Short Plat application form (P -SS) along with Banner Bank's check for the $1000 application fee for Banner Bank 9 Lot Short Plat at 3827 S 130 Street, Tukwila. As we discussed, the City of Tukwila would process the short plat application using information already in file L2000 -002 for the 9 Lot Short Plat including the SEPA check list. The purpose of the new application procedure is to generally extend for another year expected similar Conditions of Approval for the preliminary short plat (L2000 -002) although a new file number would be established. We understand that most of the conditions of approval may remain the same; however, there maybe slight modifications based on current code. Please call me at 425/643 -3560 or Elaine Wilcox, Banner Bank at 425/576 -4307 if you desire additional information. We thank you and staff for the project support and look forward to completing the plat recording process. Sincerely, Robert N. Parnell, PE Enclosures: Short Plat Application Banner Bank Check for $1000 CC: Brandon Miles, Assistant Planner Deborah Ritter, Senior Planner Jim Morrow PE, Director, Public Works Jill Mosqueda PE, Public Works Don Tomaso, Fire Marshal Elaine Wilcox VP, Banner Bank RSCEN AUG p 1 NO3 1\11l _ 4422 187th Place S.E. • Issaquah, WA 98027 • 425/643 -3560 • FAX 425/641 -5095 R.N. PARNELL COMPANY CIVIL. ENGINEERING wATER RESOURCES ENGINEERING MANAGEMENT ENVIRONM ENTAI.SERVICES CONSTRUCTION MMANAGEn1ENT Post -It* Fax Note 7671 °a'e p or 114611 From • (.0. .. P Nhnnp N4- 7--5A43. 11 Fax # Jun -30 -03 12:42P ROBERT - -N. PARNELL, PE 425/641 -5095 RNP June 30, 2003 Jack Pace, Deputy i@trl Ngi(ry Tukwila Communit lament 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188- Subject: Banner Bank 9 Lot Short Plat - 3827 S 130 Street, Tukwila Request For Time Extension ( L2000 -002 Dear Mr. Pace: RECEIVED Banner Bank has committed to completing the preliminary approved 9 Lot Short Plat located at 3827 South 130` Street, Tukwila. As you know, Banner Bank foreclosed on Keystar, Inc., the original applicant. Since then, Banner Bank has been working to obtain a developer- builder to complete the project while obtaining the City construction permit as well as the water and sewer utility approvals. The engineering plans and construction permit process is about completed. Field construction for the city permitted roads and storm drainage as well as the water and sewer installation remain. We understand that the city is looking at the short plat internal road as a private road. Bonding for the construction is a consideration. Turnover of infrastructure to the city or financial guarantee is required before city approves the short plat and recording. We asked for a meeting with city staff to discuss the project; however, community development and the public works staff requested that a letter to the Community Development Department, stating project conditions, would be preferable. On behalf of Banner Bank, we are requesting another one -year time extension for project L2000 -002 to record the plat. This 9 lot short plat received preliminary approval by city letter dated August 29, 2001 and received a one year extension by city letter to August 29, 2003. We request that Condition 8 of the preliminary approval, time of completion, be extended another year to August 29, 2004. Reasons for Banner Bank requesting additional one year extension include: • Keystar, Inc., the original project applicant, did not follow through on the project completion conditions after receiving preliminary plat approval on August 29, 2001 and my submitting on January 28, 2002 the engineering documents for the Miscellaneous Permit M102 -015. • Water District 125 and the ValVue Sewer District would not process the Keystar Inc. submitted water and sewer developer extension plans and Developer Extension documents until Keystar, Inc. resolved outstanding fees on other Keystar projects within the city and both District's jurisdiction. • Banner Bank subsequently took over the property after Keystar Inc. defaulted on loan and desired to complete the permit process. They anticipated a developer- builder would complete the actual construction. 4422 187th S.E. - Issaquah. WA 98021 • .125/643-35h() • VAX .12S /6II•.Sl/OS CIVIL INIt I INiI c,rr,•.!!w {r r.,r. P -01 k. N. PARNELL COMPANY Jun -30 -03 12:42P ROBERT N_ PARNELL, PE 425/641 -5095 P.02 • Banner Bank retained RN Parnell Company in February 2003 to follow up on city review comments and obtain Miscellaneous Permit MIO2 -015 (Construction Approval -Level C Permit) • Banner Bank issued check to city for $1800 requested for independent geotechnical review. City subsequently provided engineering comments. • Banner Bank applied for Developer Extensions to Water District 125 and to ValVue Sewer District for utilities developer extension for water and sewer service to the 9 lot short plat. Both Developer Extensions were accepted by each District's Board. The extension process is proceeding. City engineering review comments received, as well as water and the sewer Utilities comments. • Water District and the Sewer District engineering review comments received and coordinated with city comments. Revisions being made and are scheduled for resubmitted back to the Districts and city this week. • RN Parnell Company has initiated the Turnover Process and Document Descriptions and has discussed with Dave McPherson. • Family Pryde Homes - Banner Bank entered into a sales purchase agreement on the 9 Lot Short Plat with a 45 -day feasibility period. Family Pride Homes is a reputable developer - builder in the Puget Sound area and has a reputation of excellent completed projects. • Family Pryde Homes has submitted the engineering plans to various contractors to obtain construction cost estimates as part of their feasibility study. • We anticipate city permit approval as well as the water and sewer district plan approvals with this weeks submittal of the revised engineering plans Please call me at 425/643 -3560 or Elaine Wilcox, Banner Bank at 425/576 -4307 if you desire additional technical or support information to grant the one -year extension to August 29, 2004. Robert N. Parnell, PE CC; Jill Mosqueda PE, Public Works Development Engineer Jim Morrow PE, Public Works Director Elaine Wilcox VP, Banner Bank Mike Schlitz, Family Pryde Homes 20030228000836 DOGU,MENT'TITLE(S): Agreement Reference';number"s of related documents 20000914000057 Grantor (s)i' ;Floyd. 1eith` andsFloyd . Traci Grantee (s). Banner Bank.: Legal Description. Ptn. Tract 54, Riverside Interurban Tracts Vol 10, Pg 74 : . and Lot 2 of Block B in River- View; - Vol'. 17, Pg 15 Assessor's Property Tax Parcel Account Number(s) 734060=0803 and 733240 - 0045 -03 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 indexmg information provided herein Return':Address Bruce Fine AIKEN & FINE, P` 2131 "•Second Avenue Seattle, *A 98121 F 1BOEN \Banner Bank \Keystar \RecCoversheet floyd agr wpd 20030228000836 AG 25 00 .,/..PAGE 001 OF 008 .,02/28/2003 09 :37 KING ,COUNTY , WA .,..>' .. .v'S�"FS,�... ..•.✓1�.;2_ •:iY,3+_�,.r w:�i_,L u�r:+u_tYJy w+.'i�llri.{�:3S,�.w G.,: ;s. 4,:v 'ul/nrt"•' S .. k.! z Z w JU O O ' 0) 0 J = W IL O u_ ?. = z I I-- O W U 0 O c CI h- • U F-� -L6z u.i U = z ‘This'Agreeinent is for reference September 30, in 2002, and is entered into by and between Banner Bank ('`B,anner,, ").and Keith,Floyd and Traci Floyd, husband and wife ( "Floyd ") 1 This Agreement pertains „to' andis..a resolution of the rights and obligations under that certain 'Agreement to Install Driveway "„..dated July 21, 2000, (hereinafter the "Driveway Agrreement') which is recorded in King Cotinfy'under Auditors File No 20000914000057 2: Floyd is the ,euccessor in interest by purchase from Alan Glore of the property described in the Driveway Agreement: :'as "Glore's Property ", which property shall hereinafter also be described as Glore's'`Property, is:.legally described on Exhibit A hereto Driveway Agieement AGREEMENT 3 Banner holds ••••the : first : position security interest on the property described in the Driveway Agreement as "Keystar':s Property ":: wh'ich,property shall hereinafter also be described as Keystar's Property and is legally described'on..Exhibit • B, hereto Banner has taken control and possession of Keystar's Property pursuant.to its rightsiinder the Security Agreement with Keystar, Inc 4 Banner and Floyd wish to satisfy and resolve the rights and obligations under the COVENANTS For good and other valuable consideration the receipt and adequacy of which is hereby acknowledged, the parties agree as follows 1. The Recitals hereto are statements of fact 2 Banner agrees to and does hereby remit to Floyd the sum of $3,500, the receipt of which is hereby acknowledged by Floyd 3 Floyd acknowledges a full and complete satisfaction of all obligations of Keystar, Inc under the Driveway Agreement, and that neither Keystar nor its successors in interest shall have any further obligation to Floyd, to Floyd's predecessors or successors in interest, or to any person having any interest now, heretofore, or hereafter in Glore's Property 4 Floyd hereby adopts, ratifies, and asserts as his own each and every waiver, consent, and duty acknowledged or agreed to by Glore in the Driveway Agreement, and agrees that the same shall be binding upon him, his heirs, successors in interest and assigns, and shall constitute 1 '.F 1,1 4 i ` '' •' -' .?� ''ny o v EEifr k'• 7 ,d jLy ` ;}•� - vac covenants with the land binding on the successors in interest to Glore's Property, for the ;'benefit of , Banner�and..the predecessors or successors in interest to Keystar's property ., i s 5._...Floyd :acknowledges the right of Banner or such other person rightfully entitled to possession and contr'ol,��of'Keystar.'s Property to secure the same against trespassers, including without limitation;: the ,riglt " to .,fence off or gate access points to Keystar's Property As acknowledged in the Driveway' Agreement,, Floyd's predecessor in interest has accessed Glore's Property.., by crossing over the of,Keystar's Property Banner agrees for itself that Floyd=shall be provided with a aslongas`tbe to Keystar's Property used by Floyd for ingress `and egress is fenced or gated, provided that, Floyd shall close and lock the gate each =land every ; time::. he, his family member.or guests or invitees pass through the gate , Notwithstanding . :the foregoing however, Banner, or the owners or successors in interest to Keystar'ss Property shall have no continuing obligation to provide access to Glore's Property, it being the intent'of the Driveway Agreement and this Agreement that all obligations or permission in regard to the use' of:Keystar's.; for ingress, egress, or otherwise, has been satisfied and terminated, and that permissiorvio access Glore's Property by crossing Keystar's Property is henceforth at the sole, exclusive,?an`d°'unre "stricted will and discretion of the owner or person in rightful possession and control : of.Keystar's Property 6 Floyd covenants that they are' the ownersirf fee of Glore's.Property, that they acquired the same as husband and wife, that they have,,.not, assigned to any person any interest in the Driveway Agreement and that they have the exclusive authority toenter into this Agreement as the successor in interest to Glore's Property Dated, 00(0 3 ith Floyd BANNER BANK By Authorized Representative STATE OF WASHINGTON -2- b TY : KING__ On ths day pArscinalIY,,appeared before me Keith Floyd and Traci Floyd to me known to be the individuals' disCribec1 and who executed the within and foregoing instrument, and ' acknowledge4 aiey'sIgnpalhe„same as their free and voluntary act and deed, for the uses and purposes therein mentioned QIVEN under my hand Offielat,sear' is „"'"•':1 4 day of e See • 0-07,1.S On this day of , 260, before me, the undersigned, a Notary Public in and for the State of - uly comniissiOnedi and sworn, personally appeared John F. Patterson) me known to be the authorized representatOe of Banner Bank who executed the foregoing instrument, and on oath stated that he is authorized th execute the said instrument and acknowledged that he signed the same as his free and voluntary act and deed of Banner Bank for the purposes therein mentioned. GIVEN under my hand and official seal this Otvz;„4 Notary Public in and for the Stateegashk Residing at 8:,%19, my: iii rtment expires an,".1(` ktt (Print Notary Name) -3- " - - day of ••• Notary Public in and for the State of Washington, Residing at Walla Walla My appointment expires Nov. 30, 2006 (Print Notary Name) Val ona Tucker 1 / , ,,,,,,, , 4 LOT 2,,ya,pcx. )NRIvEttyitw, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUMt PPAyS;iVAGE15, RECORDS OF KING COUNTY, WASHINGTON / ....... / .. ........ • ..... SITUATE IN THE KiNG,. ' OF WASHINGTON „... ......... 4, •••••■ ... • na ................. ..... ,7" / r EXHIBIT A z II- z it LAI 6 -I 0: C.) 0. w a U) 11J SQLL w 0. g u- < - a t - 0 z Lu' 2 • 0 O , 111 I 0 4 - - 0 Z b 1 U). 1 0 I_ Z 1 j / 0 . e4 Kt./ ,,, , THAT PdRTION TRACT 54 RIVERSIDE INTERURBAN TRACTS, "s. ACCORDING TO tHE RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN-KING,C,OUNTTI WASHINGTON, LYING WEST OF DAVIS , ItEPLAT OF SAID TRACT/54, ACCORDING TO THE PLAT THEREOF ,iRECOPED IN VOLUME 24' PAGE 49, IN KING COUNTY, , ... WASIIINGTON; ExttP,Ttisfm SOUTH 100 FEET THEREOF , J 4 ........ /./ F Exhibit B PREPARED FOR: KEYSTAR, INC 2100 116 AVENUE NE BELLEVUE, WA 98004 425/451 -1400 BY: ROBERT N. PARNELL, P.E. RN PARNELL COMPANY 4422 -187 PLACE SE ISSAQUAH, WASHINGTON 98027 425/ 643 -3560 FEBRUARY 3, 2000 LEVEL 1 OFF SITE ANALYSIS 9 LOT SHORT PLAT KEYSTAR, INC. SHORT PLAT 3827 South 130 Street TUKWILA, WA 98168 SUBMITTED TO: DEPARTMENT OF COMMUNITY DEVELOPMENT CITY OF TUKWILA RECEIVED CITY OF TUKWILA FEB 182000 PERMIT CENTER (EXPIRES 8 /17/0 1 1 i.:5rii::li� ev�w:.ii:u:�.es: ".\:::: i1� >`• <.'e�� "v:t�,,•:,..•e,..Uw; LEVEL 1 OFFSITE ANALYSIS KEYSTAR, INC. 9 LOT SHORT PLAT OFF -SITE ANALYSIS (LEVEL -1 DOWNSTREAM /OFFSITE): 1 The specific requirements for the off -site analysis may be found in section 1.2.2 of the King County, Washington, Surface Water Design Manual, dated September 1998 and includes the following five tasks: Task 1- Study Area Definition and Maps; Task 2- Resource Review, Task 3- Field Inspection; Task 4- Drainage System Description and Problem Screening; and Task 5- Mitigation. The following paragraphs describe in detail the specific items required to be discussed in each task. W The proposed development(s) will have more than five thousand square feet of new impervious surface. An Off -Site Analysis Report is required by the City of D. d Tukwila. z �.. o A level 1 off site analysis is a qualitative survey of each downstream drainage z w system leaving a proposed site. A submittal shall include an Off -site Analysis 2 �. CI Report that evaluates drainage system problems, if problems exists, such as o ponding water, high /low flows, siltation, erosion, etc. for the areas defined as o upstream, on -site, and downstream of the proposed site. The engineer shall _ 0 provide in the report qualitative information that the proposed project neither ~ �- o aggravates an existing drainage problem nor creates a new drainage problem z considering acceptable engineering practices and the normal maintenance on o - existing public and private drainage systems. TASK 1: STUDY AREA DEFINITION AND MAPS The study area includes the Keystar, Inc. 1.8 acre site. This parcel is located within the NW ' /a, Section 15, Township 23N, Range 04E and is within the corporate limits of the City of Tukwila. The site is located at 3827 South 130 Street and had older structures on site. The structures have been removed. Maps and drainage system data used in this off -site analysis included the following: Figure 1 Site Map - shows topography and the property lines. Figure 2 USGS topographic map showing the drainage boundaries. Figure 3 Soils Map. Figure 4 Off -Site Analysis Drainage System Table TASK 2: RESOURCE REVIEW A review of existing and available documents that would contain information regarding existing /potential flooding and erosion problems was undertaken for the study area. The results of the review are provided. Drainage Area. The site is not identified as being within a critical drainage area. Floodplain/floodway (FEMA) Maps. The site is not within a FEMA identified 100 year Floodplain. Sensitive Areas. Wetlands- No wetlands were identified on site. Streams and 100 Year Floodplains- The site is not within an identified 100 year floodplain. No streams exist on site. Erosion Hazard Areas- The site appears not to be within an erosion hazard area. 2 >3.;tw.e.kl.+r0w Ywfi tii.;szi;t ?, "•i. -�— ,a•:+a..w ',5�kfGi,rit�..K1S'W "�' Wetlands No wetlands were identified on this site. TASK 3: FIELD INSPECTION Level 1 Inspection: US Department of Agriculture, King County Soils Survey. The King County soils survey map No. 1 shows the site to be Alderwood (AgC). No major problems were noted in the soils survey report. Drainage and permeability vary. Hydrologic properties of the "C" hydrologic soil shows moderate -low infiltration when wet. The site was physically inspected for the existing on and off site drainage system of the study area for each discharge location. The investigation considered any evidence of known existing or expected potential drainage problems. Investigate any problems reported or observed during the resource review. No existing drainage or erosion problems were identified during the resource review. No flooding or erosion evidence was noted on the existing site. Locate existing /potential constrictions or lack of capacity in the existing drainage s sy tem. No constriction or lack of capacity identified. Identify existing /potential flooding, especially of commercial or residential structures, road access, or septic drain fields. No drainage problems were noted for commercial or residential structures. No problems are anticipated for proposed sanitary sewer and domestic water to be provided by the local utility districts. Road access along South 130 Street is paved. A project new road will be paved. Identify existing /potential overtopping, scouring, bank sloughing, or sedimentation. No problems with overtopping, scouring, bank sloughing, or sedimentation were found or are anticipated with both short plat developments. Identify significant destruction of aquatic habitat or organisms. No severe siltation, bank erosion, or incision in a stream is identified. No significant destruction of aquatic habitat or organisms is anticipated. 3 Collect qualitative data on features such as land use, impervious surfaces, topography, and soil types. Data was collected and utilized in this analysis and included: Land use- The area is urban, land use is single family, zoning is LDR. z Q � 1.1 6 JU 00 (/)o J w Soil Types- The soil type is listed as AgC which is Alderwood series. This 2 soil has moderate to serve erosion potential. co ca Collect Information on pipe sizes, channel characteristics, drainage structures, I- _ wetland /streams/steep slopes(Sensitive) areas. There are no known drainage z pipes, creeks or streams, wetlands, or culverts on the site. Class 3 sensitive z ° ui areas for steep slopes 15% or greater exist along the eastern boundary. ▪ 0 Verify tributary basins delineated in Task 1. The drainage areas shown on the o map within task 1 was field checked. The drainage area is virtually the project w w sites. - �. o Contact neighboring property owners or residents in the area about past or existing drainage problems and describe in report (Optional). The owner's of the o sites stated there were no known drainage problems. z Impervious Surfaces- The site had existing structures which were removed. Topography- The 1.8 acre site, based on site plan topography contours slopes about 3% south to the north with a 10% slope west to east. There are 15% or greater slopes along the easterly portion of the site. Note the date and weather conditions at the time(s) of inspection. Initial site investigation was made on December 9, 1999. Weather was cool and clear. No major drainage problems were noted. No major erosion was noted. TASK 4: DRAINAGE SYSTEM DESCRIPTION AND PROBLEM SCREENING Each drainage system component and problem identified during the resource review and site inspection will be addressed in this Off- Site Analysis Report on a map, in the narrative, and in the enclosed Drainage System Table, Figure 4. Drainage System Components. Drainage system components used by the site such as pipes, culverts, bridges, outfalls, ponds, tanks, and vaults are included in this report. 4 Location (corresponding map label and distance downstream /upstream from site discharge). The site is urban, vegetated, and developed. No major drainage system components were noted either upstream, on site, or immediately downstream. Physical description (type, size, length, slope, vegetation, and cover). The stormwater drainage disposal system on site appears to be by infiltration. Vegetation consists of trees, understory, grass and vegetation. The parcel size is rectangular and measures about 280 feet by 280 feet for 1.8 acres. No drainage facilities presently exist on site. Problems and Field Observations. No major problems were identified for either existing or proposed conditions. Existing /potential problems: All existing /potential problems (ponding water, high /low flows, siltation, erosion, etc.) identified in the resource review or field inspection will be described in the report regardless of whether the proposed project may or may not aggravate the problem. Then, problems that are not of concern will be screened from further analysis. Type of problem: magnitude, frequency, and /duration. No problems were identified. Description of problem: ponding water, high or low flows, siltation, erosion, slides. No problems identified. Magnitude of or damage caused by problem: siltation of ponds, dried up ornamental ponds, road inundation, flooded property, flooded building, flooded septic system, significant destruction of aquatic habitat or organisms. No problems identified. General frequency and duration of problem (dates and times if available). No problems. Design storm or flow (cfs) of the water when problem occurs (Optional for Level 11 No problems identified as no problems noticed. Upstream site would control outflow to predevelopment condition. Water surface elevation when problem occurs(for example, elevation of building foundation, crest of roadway, elevation of septic drain fields or wetland /stream high water mark). No problems identified. Names and concerns of involved parties (Optional for all levels). No problems identified. 5 " Current mitigation of problem. No problem identified, however, erosion control will be required during construction and for permanent site stabilization. Possible cause of problem. No major problem identified when standard construction procedures and site stabilization are followed. z '~' w 6 JU 00 U) 0 W J = (r) u_ w o 2 u_ = t- _ w z � � z 1- w Existinq /potential problems that potentially do not result in changes in the magnitude, frequency, or duration are eliminated from further analysis. Any o N remaining problems or concerns are discussed in the Level 1 mitigation narrative 01- and if significant are further addressed within a Level 2 or the more detailed = 0 Level 3 analysis. No existing or potential problems identified. '-_ o z UN 0 Why the proposed project will or will not aggravate (increase the magnitude, frequency, or duration) the existing problem nor create a new drainage problem. For example, the problem will not be aggravated if: 1) it is an upgradient drainage problem that will not effect or be affected by drainage systems, 2) it is a flooding problem and the project will increase the elevation, duration or frequency of elevated water, or 3) it is a capacity problem and the project proposes controls (pipes, culverts, channels, etc.) that will convey runoff as specified in the Core Requirement #4, Conveyance System. No problems identified on or adjacent off site. TASK 5: MITIGATION For any existing /potential off -site drainage problems of concern, the design engineer shall demonstrate that the proposed project engineering plan has been designed so that it neither aggravates any existing drainage problem of concern nor creates a new drainage problem of concern. Quantitative analysis (such as application of Manning's equation to indicate capacity) is optional for Level 1 and is required for Level 2 or 3. No special mitigation is recommended at this time based on known and available information when . normal/traditional TESCP best management practices (BIM) applicable to the site conditions, as noted, are followed. z HORIZONTAL DATUM: 'KC rrRSTUL111 W 771111110aW 1.1170•11 SIIQf 10 OAS of IN 7111 07 SIN 0010 AtnttlSl 0100 t. PAX I VERTICAL DATUM: 0 rat V117 !o memo 110I111717 10101 010SLI 10. 7 3 0 H U7 cc > — i-1 U Q Q CC Cr) `,1 In Z 0• F— a t. Um ^ CC I— CC F. Q Z CE d W • IY•Y t t.tY t4.tiW lam. Nlt AREA: 79. 7.0 SO.FT. OF 1.3303 ACRES 2 oi 4 si To Ink till r•tt.Ia11. •YI 48 5� • Rltl In r Our n • v US PPVIII0t1 � a r IFROrIL ® BAR NCH t t �A . t A TAR LOT M. 734030 -0801. PRELIMINARY am von AMMO H oot a� LA P r • NWi /4 SECTION -15. TWP.23N.. RGE.4E. '1 C ii • _ g L 1 Cl) `° Li . H Z Q 1 t ¢ •I D Cc 0 Z H W 0 1-4 w i CC ti Cr) r Q 0 IQIBTAI SIC. 1100 IDTM AVI*W IN 1[l1LVU1, WA 11004 421/411400 RN PARNELL COMPANY COTS. snmW - IMOtSW tM NINOIT 41111.117114 R. I1 • 1117017E IA 1/17 15.300 C a_Ia -S • PAZ 471/1!•/11 • 1 1720' SUMK IOU I• I m I. fa '• t �L I ° I T ROAD 0 S. STREET /OR 3 REET . 1 KAU iCET trri L aW.r/YMrt YW. Rr TY 1I7 11. T...t./a WW1. WT W/-.W. SPIT 71.10011.11 •01711 70011 *Amami use 7014 t1i1SA1/ r ST WY FWW WWt01Wn 07117. Wb 1001 ISA W i YrRW MM. 01.0a1 Is- sr.. WT. Mr . w I1. n. ww V NMI //-TwOWN WM trM r •u• Ilrr •• TIMMY 000 IIATa un A/ol • 1111 L IISTI 11I707T 70111101 MM LEGEND TOPOGRAPHIC AFC BOUNDARY SURVEY FROIC HARSTAO CONSULTANTS ON. JULY 23, 1999 420/747 -8336 ]627 IWTH 130TH /T30ZT. nion . NA 50131 PROPOSED 9 LOT SHORT PLAT TAX LOT 734060 -0803 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ▪ .0a OSC WM 001 04100 WW WI VICINITY MAP 10 SCALE M I 77 .tJY N•IW. MAO CROSS SECTICW FOR PUBLIC ACCESS ROAD LEGAL DESCRIPTION Oren I> W � Ibm Y •PI/ M I •YR .ttt t • !• Atr Mt Wry Yt T RAW. NOTES t• 01 bl 1• IItOAtW W M ISI _01•8 _Yet rale titlttta WrrW. 1rf�yl1lr L 017 11010 =1 33 0 � tom• W � = FYIYYY OWI L r r ANAttttNr WI Oa SNOW 515 M MAMMA A. US VIA TITUt 517775 T mann1r/'• tIWSR.Ir ti rt:rs. L 51071 1001101 0700701 1000 01100 r 0040.1a -S. ♦ 00 sne I C U S S S■•TW / a, M. Ittl .. I ron W�. M E / I rt Wt O�i 7. IN YYO /b PI.MUM/ IRfMUI•A IbMOM. °11.711111.711111 l rn 1107 1111711 AMY In O 111.121110. WI 004 P00101. At •110001. W WI.. 0 11 IBM /UM MI .rWl Art 007 01.101120 5*11* 742117 / AI T•S O 014 WC SO IA 1007 1/0/0110.7 011411107. NA 4,11170.6411 s _ i 0 FIGURE 1 SITE PLAN Basin: c kr....0E;cr /?/v■ OFF -SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement #2 Subbasin Name: b v/A-n/7 /.g /} Av rvie r Subbasin Number: Symbol see map D 260 /000 j Sao L Drainage Component Type, Name, and Size :;Type: sheet flow, Swale; :. stream; channel, pipe;': pond; Size: diameter, surface area hee} o peii cad 57 444 PRA-00 • . Drainage .C o mponent::`'" • D ige basin, vegetation, coiiei;. depth, type`ot aensattve erea,`volume Slope from site •. >' Existing`;' •• •. • P roblem s :c904.tri6t01 UmdeeeaPacitY . .:.:;: „in9? `: :'' habitet`or lsm dest scouring, bank sloughing;: ::.` sedimentalldn, Inolslon;'othererosion' ..: N•on�F AleAbe No/0 P:gtential >'> Problems ic N � Observations of field inspector resource reviewer, or resident tributary area, likelihood of problerim,' overflow pathways, potential Impacts. NO A IL Ai vwS. /A TO DticaAlnis # Ftvorc NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. FIGURE 4 OFF -SITE ANALYSIS DRAINAGE SYSTEM TABLE PAM Dear Mr. Parnell: SITE AND PROJECT DESCRIPTION 19231 -36 Avenue W >, Suite B201 Lynnwood, Washington 98036 Zipper Zeman Associates, Inc. Geotechnical and Environmental Consulting J -631 February 9, 2000 z ;F Z Keystar, Inc. re 2 c/o R.N. Parnell Company o 4422-187 Place SE RECEIVED () 0 Issaquah, Washington 98027 CITY OF TUK41'li n u) 0 J = Attention: Mr. Robert N. Parnell, P.E. ui u- Wo FEB 18ZUO PERMIT CENT Ef: Subject: Report of Geotechnical Services g 9 Lot Short Plat on South 130 Street N Tukwila, Washington F W Z = � zr 11J Zipper Zeman Associates, Inc. (ZZA) is pleased to present herein a copy of the above- referenced report. This report presents the results of our subsurface exploration and geologic o reconnaissance study relative to foundation and construction considerations, as well as the City ° F- of Tukwila Sensitive Area designations for the project site. The field evaluation was completed = v on January 24, 2000. F-_ o o 1= o1 - The purpose of the evaluation was to establish general surface and subsurface conditions at the site from which conclusions and recommendations regarding foundation design and construction considerations could be formulated, and to address Sensitive Area designations as defined by the City of Tukwila. The scope of our work consisted of subsurface test pit explorations, a visual reconnaissance, geotechnical engineering analyses, and preparation of this report. We expect that changes in existing site grades will consist of minor cuts in the western portion of the site, and minor cuts and fills in the eastern portion of the site. For purposes of preparing this report, we have assumed that changes in existing site grades will be on the order of 1 to 2 feet. In the event of any changes in the nature, design, or location of the proposed structures, the conclusions and recommendations presented in this report should be reviewed and modified, if necessary, to reflect the changes. We recommend that ZZA be allowed the opportunity to review the plans and specifications of the project once they become available to determine that the recommendations presented herein have been properly interpreted with respect to this project. This report has been prepared in accordance with generally accepted geotechnical engineering practices for the exclusive use of Keystar, Inc., and their agents, for specific application to this project. The project site is located on the south side of South 130 Street between 37 Avenue South and 40 Avenue South in Tukwila, Washington. The site is approximately 1.8 acres in size and is currently occupied by two gravel and dirt access roads, two piles of construction debris, (425) 771 - 3304 :*^+�'� ,r..: �W �. �- �:.:_. �- r:. �.^ �.• ��, ����r�rr�rr�+ �^ w mm.»«.. .;�+��sw; *• z 9 Lot Short Plat on South 130 Street J - 631 Tukwila, Washington February 8, 2000 Page 2 and remnants of a concrete house foundation adjacent to the east side of the proposed court. Site vegetation consists of weeds, small shrubs, blackberry bushes, and scattered trees to 2 feet in diameter. Site topography slopes downward to the east and northeast and varies from almost flat along the western margin of the site to slopes approaching 35 percent along the topographically lower, eastern portion of the site. The total site relief across the site is about 34 feet. Based upon preliminary site plans, we understand that the proposed development will consist of nine single - family residential lots, construction of a cul -de -sac connected to South 130 Street, and installation of a stormwater water quality vault. Finished floor elevations and grading plans were not provided at the time of our evaluation. The buildings would be sited radially around the proposed cul -de -sac and would encompass both the flatter western portions of the site and the steeper eastern side of the site. The proposed nine -lot subdivision and cul -de- sac, as well as the approximate locations of the explorations accomplished for this study, are shown on the Site and Exploration Plan, Figure 1. Once building elevations are finalized, we recommend that ZZA be allowed to review the plans in order to determine that the recommendations presented herein are suitable for the proposed design and have been correctly interpreted. FIELD EXPLORATION The subsurface exploration program conducted for this study consisted of completing five test pit explorations across the site. Test pits TP -1 through TP -3 were advanced on the moderately steep east - facing slope that encompasses the eastern portion quarter of the site. The remaining two test pits were advanced in the western portion of the site. Locating the test pit explorations was based upon the Site and Exploration Plan, Figure 1, and measuring from existing site features. The test pit explorations were completed to depths ranging from 8.5 to 10 feet below the existing ground surface. Ground surface elevations at the test pit locations were interpreted from the topographic information presented in Figure 1. An experienced engineering geologist from our firm monitored the test pit explorations and logged the soil and groundwater conditions encountered. Dynamic Cone Penetrometer tests were completed in general accordance with ASTM Special Publication No. 399 to assess relative soil density. Subsurface Conditions The subsurface soil conditions revealed by the test pit explorations were relatively consistent with respect to soil type and density. The test pits encountered approximately 4 to 6 inches of topsoil consisting of loose, moist to wet, silty sand to soft sandy silt with some organic material and a trace of gravel. In general, loose to medium dense, moist to saturated, silty sand with a trace to some gravel and stiff sandy silt with a trace of clay were encountered below the topsoil to depths on the order of 1.5 to 5 feet below existing grades. These silty sand to sandy silt soils, interpreted as alluvial deposits, were overlain by approximately 1.5 feet of loose to 19231— 36ty Avenue W., Suite B201 Zipper Zeman Associates, Inc. Lynnwood, Washington 98036 (425) 771 -3304 ..��r!;^.rrt?m^n ?..;�cs�f+.� ; rq+ r.. �.; xm�y. r; e+ E.• r7�t, H. �rcrr��r++ �} �+ �6... �C?m: ;M ?MA.??�+;±4N7�'+�'�FT.•'f,U`I ' AMA 9 Lot Short Plat on South 130 Street Tukwila, Washington medium dense, moist, silty sand with trace to some gravel interpreted as fill in test pit TP -2. Underlying the alluvium, medium dense to very dense, moist, silty sand with trace to some gravel was encountered to the total depth explored at 10 feet below existing grade and is interpreted as glacial till. The dense glacial till typically has high strength and low z compressibility characteristics due to its depositional history. At the time of the subsurface re LLI evaluation, we observed slight surficial ponded water. 00 The USGS map Geology of the Des Moines Quadrangle, Washington (Map GQ -159), co w dated 1962, shows the site as being mantled by undifferentiated Pre - Vashon Glacial Drift. Based i— on our surface and subsurface observations, the site soils are more representative of alluvial soils co p o Vashon Till which are both mapped within a quarter mile of the subject site. 2 g Soil descriptions presented in this report are based on the subsurface conditions co n encountered at the specific test pit locations. Variations in subsurface conditions may exist I W between the exploration locations, and the nature and extent of variations between the z explorations may not become evident until construction. If variations then appear, it may be z o necessary to reevaluate the recommendations presented in this report. j U� 0— Ci Slight perched groundwater seepage was encountered only in test pit TP -4 at a depth of 2 v feet below existing grade at the time of exploration. The local groundwater table was not tL o encountered in the explorations. It should be noted that groundwater conditions and soil moisture w z contents are expected to vary with changes in season, precipitation, site utilization, and other on- U and off -site factors. Given the relatively dense nature of the soils a few feet beneath the existing z ground surface, near surface perched groundwater conditions should be expected to develop following periods of prolonged precipitation. Groundwater CONCLUSIONS AND RECOMMENDATIONS We anticipate that the proposed development will utilize wood frame construction above reinforced concrete, cast -in -place foundations and concrete slab -on -grade floors. Based upon the subsurface exploration program, the project appears feasible utilizing conventional shallow foundation support. Sensitive Area Considerations 19231 – 36ty Avenue W., Suite B201 J -631 February 8, 2000 Page 3 The eastern portion of the subject site is classified by the City of Tukwila as a Class 3 area on the city's 1990 Sensitive Areas Maps. The Sensitive Areas Maps are on file at the Department of Community Development. Chapter 18.45 of the City of Tukwila Municipal Code, entitled Sensitive Areas Overlay, defines a Class 3 slope as follows: Zipper Zeman Associates, Inc. Lynnwood, Washington 98036 (425) 771 -3304 ' 4�' pGTSF 'fEEg :t ;.. m�— .r;r•+rc <•,.Mrmrnn...»;nirvs.. maw• n�•,•. ..,.w..r„r*r- !r.;wns+,^Sa+pv!at +`Y n.n 9 Lot Short Plat on South 130 Street Tukwila, Washington J -631 February 8, 2000 Page 4 "Class 3 areas, where landslide potential is high, which includes areas sloping between 20% and 40 %, and which are underlain by relatively impermeable soils or bedrock, and which also include all areas sloping more steeply than 40 %." The drawing prepared by RN Parnell Company, dated 12/09/99, and our site reconnaissance indicate slope inclinations on the eastern portion of the site between 20% and 35 %. The subsurface exploration disclosed relatively impermeable glacial till soils at depths of 1.5 to 5 feet below existing grade on the eastern slope. Based on this information, the Class 3 designation of the eastern portion of the site appears appropriate, in our opinion. Our subsurface exploration, surface reconnaissance, and geologic literature review did not suggest the presence of any past instability or slope movement on the eastern slope. Silty sand to sandy silt alluvial deposits with varying amounts of gravel and clay were encountered on the eastern slope to depths ranging from 1.5 to 5 feet below existing grade. The underlying glacial till soils were encountered in a medium dense to very dense state, and typically achieved a dense condition within 4 to 6 feet below existing grade. Based on the exploration data, it is our opinion that the potential for a deep seated landslide on the subject property is very low. Also, the potential for shallow surface sloughing is low. The drainage conditions above the slope will be improved by the connection and tightlining of runoff from impervious surfaces and footing drains to the storm drainage system. The proposed development is not expected to create a landslide or erosion hazard to the subject property or surrounding properties, in our opinion. Seismic Criteria Figure 16 -2 in the 1997 Uniform Building Code classifies the subject site as being within Seismic Zone 3. Based on the subsurface conditions encountered at the site and published geologic literature, it is our opinion that Soil Profile Type S be used to describe the average soil properties within the upper 100 feet beneath the site. This designation describes soils that are considered very dense with a shear wave velocity of 1,200 to 2,500 feet per second, Standard Penetration Test values greater than 50, and an undrained shear strength greater than 2,000 psf. Soil liquefaction is a condition wherein loose granular soils located below the ground water table loose strength during the ground shaking associated with an earthquake. The soils encountered in our test pits consisted of 1 to 5 feet of loose to medium dense alluvium consisting of silty sand to sandy silt underlain by medium dense to very dense glacial till soils consisting of silty sand with some gravel. Slight perched groundwater seepage was encountered only in test pit TP -4 at 2 feet and the local groundwater table was not encountered in the explorations. Based on the grain size distribution of the site soils and the absence of a groundwater table, we did not observe any contiguous layers of liquefiable soils on the project site within 10 feet of the ground surface and liquefiable deposits are not anticipated at depth due to the glacially consolidated nature of the site. It is our opinion that the risk of damage due to soil liquefaction is low. 19231— 36ty Avenue W., Suite B201 Zipper Zeman Associates, Inc. Lynnwood, Washington 98036 (425) 771 -3304 '"a+v�+,'`w._..�.:...T;se;t,. , mtn�,..cmon.,w�m ,••.r..�..,.,., ?.rv. ^.. 1 .«• ; �.,,,..,,,.,...•.,...... �r- .n^YZ�°.�: Y.v, W 97�!•.•- .r; :s7n�r;�,`!:'!.'t, 9 Lot Short Plat on South 130 Street Tukwila, Washington Site Preparation We anticipate that this project will require minor cuts and fills to establish the access road and building pad grades. Site preparation should include the removal of all vegetation, root mass, organic soils, existing structures, undocumented fill material, and any deleterious debris from building and paving areas, or those locations where "structural fill" is to be placed. Preparation for site grading and construction should begin with procedures intended to drain ponded water and control surface water runoff. It will not be possible to successfully utilize on- site soils as "structural fill" if accumulated water is not drained prior to grading, or if drainage is not controlled during construction. Attempting to grade the site without adequate drainage control measures will reduce the amount of on -site soil effectively available for use, increase the amount of select import fill materials required, and ultimately increase the cost of the earthwork and foundation construction phases of the project Following clearing and grubbing, organic -rich silty sand and sandy silt topsoil will need to be stripped in the building and pavement areas, as well as those areas to receive structural fill. Topsoil thickness is anticipated to be between 4 and 6 inches in these areas. Localized areas of deeper organics, such as root systems, may be encountered within the project site and should likewise be removed. Any excavations that extend below finish grades should be backfilled with structural fill as outlined subsequently in this report. In our opinion, the topsoil is not suitable for reuse as structural fill and should therefore be exported from the site or used for landscaping purposes. After stripping of the topsoil is completed, the exposed soils will generally consist of silty sand to sandy silt with trace to some gravel. After stripping, and prior to placement of structural fill, we recommend that foundation, floor subgrade, sidewalk and pavement subgrade areas, and areas to receive structural fill be proofrolled and compacted to a firm and unyielding condition in order to achieve a minimum compaction level of 95 percent of the modified Proctor maximum dry density as determined by the ASTM:D -1557 test procedure. Due to the silty nature of the near - surface soils, proofrolling and adequate compaction can only be achieved when the soils are within approximately ± 3 percent of the optimum moisture content. Proofrolling should be accomplished with a heavy compactor, loaded double -axle dump truck, or other heavy equipment under the observation of a representative from our firm. This observer will assess the subgrade conditions prior to filling. Areas where loose surface soils exist due to grubbing and stripping operations should be considered fill to the depth of the disturbance and treated as subsequently recommended for structural fill placement. The need for or advisability of proofrolling due to soil moisture conditions should determined at the time of construction. We recommend that a representative of our firm observe the soil conditions prior to and during proofrolling to evaluate the suitability of stripped subgrades. Earthwork may be difficult or impossible during periods of elevated soil moisture and wet weather due to the moisture sensitive nature of the silty site soils. Excavated site soils may 19231 — 36ty Avenue W., Suite B201 J -631 February 8, 2000 Page 5 Zipper Zeman Associates, Inc. Lynnwood, Washington 98036 (425) 771 -3304 '..�.. .... i � ... �..KM;.y.i.;r�- .rno. -.�r ��.w�n.a. �r�.�.;••tn •+,�.+K,fi'�. —�-rl .y9t2^,Srr.M1:",'J'M15'+F, 9 Lot Short Plat on South 130 Street Tukwila, Washington Structural Fill J -631 February 8, 2000 Page 6 not be reusable as structural fill depending on the moisture content and weather conditions at the time of construction. If soils are stockpiled for future reuse and wet weather is anticipated, the stockpile should be protected with plastic sheeting that is securely anchored. If on -site soils become unusable, it may become necessary to import clean, granular soils to complete wet weather site work. Subgrade soils that become disturbed due to elevated moisture conditions should be overexcavated to expose firm, non - yielding, non - organic soils and backfilled with compacted structural fill. We recommend that the earthwork portion of this project be completed during extended periods of dry weather if possible. If earthwork is completed during the wet season (typically November through May) it may be necessary to take extra precautionary measures to protect subgrade soils. Wet season earthwork may require additional mitigative measures beyond that which would be expected during the drier summer and fall months. This could include diversion of surface runoff around exposed soils, draining of ponded water on the site, and collection and rerouting of groundwater seepage from upgradient on- and off -site sources. Once subgrades are established, it may be necessary to protect the exposed subgrade soils from construction traffic. Placing quarry spalls, crushed recycled concrete, or clean pit -run sand and gravel over these areas would further protect the soils from construction traffic. All fill material placed in building, pavement, and non - landscaped areas should be placed in accordance with the recommendations herein for structural fill. Prior to placement, the surfaces to receive structural fill should be prepared as previously described. All structural fill should be free of organic material, debris, or other deleterious material. Individual particle size should be less than 6 inches in maximum dimension. Structural fill should be placed in lifts no greater than 8 inches in loose thickness. The structural fill should be compacted to at least 95 percent of the modified Proctor maximum dry density as determined by the ASTM:D -1557 test procedure in building areas and to a depth of 2 feet below the subgrade surface in pavement areas. Below a depth of 2 feet in pavement areas, the structural fill should be compacted to at least 90 percent of ASTM:D -1557. We recommend that a representative from our firm be present during grading so that an adequate number of density tests can be conducted as structural fill placement occurs. In this way, the adequacy of the earthwork may be evaluated as it proceeds. In the case of roadway and utility trench filling and wall backfilling in municipal rights -of -way, the backfill should be placed and compacted in accordance with current local codes and standards. Where the existing ground surface slopes more than 5H:1 V beneath proposed fills, the fill should be keyed and benched in suitable native soils per the minimum requirements of UBC, Volume 1, Section 33.3.2, Preparation of Ground. We recommend that all benches be at least 8 feet wide. Zipper Zeman Associates, Inc. 19231— 36ty Avenue W., Suite B201 Lynnwood, Washington 98036 . �`',, v }MY"TtxS"*P ";17�.al.^'- rh"C'("i i"Mfc ^ ^52.irr.n.�`�7" ,., ,,.,�..,- ,,...,,.. �«.. � ,�*.. �•.�.Y.c.;.r carrt�x.,,. av�y .n. .......,,.s. >,"'m . +*;�s" ?'m7'Y.nr?'ZY`4 (425) 771 -3304 ,.r 9 Lot Short Plat on South 130 Street Tukwila, Washington The suitability of soils for structural fill use depends primarily on the gradation and moisture content of the soil when it is placed. As the amount of fines (that soil fraction passing the U.S. No. 200 sieve) increases, soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult, or impossible, to achieve. Generally, soils containing more than about 10 percent fines by weight (based on that soil fraction passing the U.S. No. 4 sieve) cannot be compacted to a firm, non - yielding condition when the moisture content is more than a few percent from optimum. The optimum moisture content is that which yields the greatest soil density under a given compactive effort. At the time of the limited subsurface evaluation, the site soils disclosed by the explorations appeared to have moisture contents at or above their optimum moisture content relative to their possible use as structural fill. However, soil moisture conditions should be expected to change throughout the year. Most of the site soils contain a significant fine- grained fraction. Consequently, use of the on -site soil as structural fill will require that strict control of the moisture content be maintained during the grading process. Selective drying of over - optimum moisture soils may be achieved by scarifying or windrowing surficial materials during extended periods of dry weather. Soils which are dry of optimum may be moistened through the application of water and thorough blending to facilitate a uniform moisture distribution in the soil prior to compaction. In the event that inclement weather or wet site conditions prevent the use of on -site soil or non - select material as structural fill, we recommend that a "clean", free - draining pit -run sand and gravel be used. Such materials should generally contain less than 5 percent fines, based on that soil fraction passing the U.S. No. 4 sieve, and not contain discrete particles greater than 6 inches in diameter. It should be noted that the placement of structural fill is, in many cases, weather- dependent. Delays due to inclement weather are common, even when using select granular fill. We recommend that site grading and earthwork be scheduled for the drier months, if at all possible. Permanent Fill Slopes Permanent fill slopes should be constructed no steeper than 2H:1 V. If the slopes are exposed to prolonged rainfall before vegetation becomes established, the surficial soils will be prone to erosion and possible shallow sloughing. Surficial repairs, such as armoring affected areas with quarry spalls, may be necessary until vegetation is established. Temporary and Permanent Cut Slopes Zipper Zeman Associates, Inc. 19231 -36ty Avenue W., Suite B201 Lynnwood, Washington 98036 i : 6! 1 , F; t! IPh° rsSkWi.' fas��;.! mn_ iSnA?'? vmr,. Mc' S`,!.: J".* z+ r.' «n *.:.n..+zw..... ^e- �,.;7,,;• -y,. ,.,ri,..N+.m.— w'r..+n�w. v�7 .rr�m ,�, �6rn;Mto.•p , «r?J: i"4' }�.,.'!. 1 rn trfmmtint1M4 Temporary slope stability is a function of many factors, including the following: 1. The presence and abundance of groundwater; 2. The type and density of the various soil strata; 3. The depth of cut; J -631 February 8, 2000 Page 7 (425) 771 -3304 9 Lot Short Plat on South 130 Street Tukwila, Washington 4. Surcharge loadings adjacent to the excavation; 5. The length of time the excavation remains open. It is exceedingly difficult under the variable circumstances to pre - establish a safe and "maintenance -free" temporary cut slope angle. Therefore, it should be the responsibility of the contractor to maintain safe slope configurations since the contractor is continuously at the job site, able to observe the nature and condition of the cut slopes, and able to monitor the subsurface materials and groundwater conditions encountered. It may be necessary to drape temporary slopes with plastic or to otherwise protect the slopes from the elements and minimize sloughing and erosion. We do not recommend vertical slopes or cuts deeper than 4 feet if worker access is necessary. The cuts should be adequately sloped or supported to prevent injury to personnel from local sloughing and spalling. The excavation should conform to applicable Federal, State, and local regulations. According to Chapter 296 -155, Part N, Excavation Trenching and Shoring, of the Washington Administrative Code (WAC), it is our opinion that the soils encountered at the site would be classified as Type B soils. According to the Code, excavations less than 20 feet deep in Type B soils may be cut at a maximum temporary slope angle of 45 degrees (1H:1V). We recommend that temporary cuts exposed to inclement weather be covered with sheet plastic to reduce the risk of erosion and destabilization. We generally recommend all permanent slopes be designed at a 2H:1V inclination or flatter. It has been our experience that the permanent slopes steeper than 2H :1 V will tend to ravel and slough to a flatter inclination over time. In addition, with the steeper slopes, topsoil erodes readily and it is more difficult and takes longer to establish vegetation for slope protection. Shallow Foundations All footings should be founded on the medium dense to dense native soils, or on compacted structural fill which is placed above a stripped and properly prepared subgrade. Footings should not be founded on or within loose or disturbed native or fill soil unless it has been evaluated and approved by the geotechnical engineer. Continuous or column footings may be designed for a maximum allowable bearing pressure of 2,000 psf. A one -third increase in these bearing pressures may be used for short-term wind or seismic loading. For building and retaining wall foundations, we recommend using an allowable base friction value of 0.35 and a maximum allowable passive resistance of 225 pcf for those foundations embedded at least 18 inches below finish grades. Exterior footings should extend at least 18 inches below adjacent grade for frost protection, while the interior footings should extend at least 12 inches below adjacent grade. We also recommend that all foundations be set back at least 5 feet horizontally from the face of any slope which is steeper than 20 percent. This distance should be measured horizontally from the side of the footing to the slope face. We recommend that all continuous and isolated footings be at least 15 and 18 inches in width, respectively. 19231 — 36ty Avenue W., Suite B201 Zipper Zeman Associates, Inc. Lynnwood, Washington 98036 J -631 February 8, 2000 Page 8 (425) 771 -3304 toNA 9 Lot Short Plat on South 130 Street Tukwila, Washington J -631 February 8, 2000 Page 9 We estimate that the total settlement of foundation members founded within the medium dense to dense native soils may approach 1 inch. Differential settlement of foundations founded within the same soil type could approach %z inch. Settlements would occur elastically as the loads are applied. If possible, we recommend that the foundation elements be placed within the same soil type to minimize the magnitude of possible differential settlement. It should be noted that differential settlement could approach the total settlement values if adjacent footings are founded on different bearing strata. At the time this report was written, final design information regarding foundation or floor grades was not available. Consequently, we cannot comment conclusively regarding the anticipated bearing conditions of foundations at specific locations. Foundation settlement is oftentimes a function of the condition of the footing excavation subgrade. Footing excavations should be free of loose or soft soil, slough, debris, or water prior to pouring footing concrete. The high moisture sensitivity of the silty site soils may require that the footing excavations be covered with a lift of crushed rock or a lean concrete "mud mat" to minimize disturbance of the bearing surface during construction in wet weather. Under no circumstances should footings be cast atop loose or soft soil, slough, debris, or surfaces with standing water. We recommend that a representative from our firm observe the condition of the footing subgrades prior to the pouring of concrete, or a lean concrete mud mat, in order to verify that the bearing soils are undisturbed and that conditions are consistent with the recommendations contained within this report. We recommend that each new house be protected by a perimeter footing drain. The drain should consist of a minimum 4 -inch diameter perforated pipe embedded in at least a 18- inch wide envelope of clean, free - draining granular material, such as pea gravel. Footing drains should be directed toward appropriate storm water drainage facilities and not onto the slope to the east. Roof drains should not be connected to the footing drains. Slab -On -Grade Floors Slab -on -grade floor subgrades should be prepared in accordance with the site preparation recommendations presented above. All slab -on -grade floors should be founded on the medium dense to dense native soils, or on compacted structural fill which is placed above a stripped and properly prepared subgrade. Slab -on -grade floors should not be founded on or within loose or disturbed native or fill soil unless it has been evaluated and approved by the geotechnical engineer. We recommend that slab -on -grade floors be underlain by a minimum 4 -inch thickness of coarse sand and gravel to provide uniform support and act as a capillary break. In floor slab areas where moisture sensitive floor coverings are planned, an impermeable membrane (e.g. polyethylene sheet) should be placed directly beneath the slab to act as a vapor barrier. The impermeable membrane should be protected by two inches of fine, moist sand 19231— 36ty Avenue W., Suite B201 Zipper Zeman Associates, Inc. Lynnwood, Washington 98036 (425) 771 -3304 Atig•VmAstis .' 443 9 Lot Short Plat on South 130 Street Tukwila, Washington Backfilled Walls Stormwater Water Quality Vault 19231— 36ty Avenue W., Suite B201 R. iM. Y24CMtT pt'3C'!= *X " "1 ? ^ "-°.° -T,*S. R ;! ?!."r.'T,'- 'Sar'. +? ;!"-. `".. -+:^ !'.,::.^s�`mrm.r wrn r.:;a�W.'•..^a- .c«�.. .,i ^ ,.• n J -631 February 8, 2000 Page 10 placed both above and below the membrane. The sand cover will provide protection for the membrane and will promote uniform curing of the concrete slab. The sand cover should be moistened and tamped prior to slab placement. Depending on fmal building configurations and floor grades, it may be appropriate to provide underslab drainage for the new houses. All backfill placed behind walls or around foundation elements should be placed in accordance with our recommendations for structural fill. The following recommended earth pressures, presented as equivalent fluid weights, are based on the assumption of a uniform level backfill with no buildup of hydrostatic pressure behind the wall. To minimize lateral earth pressures and prevent the buildup of hydrostatic pressures, the backfill within 24 inches of the wall should contain less than 5 percent fines, based on that portion passing the U.S. No. 4 sieve, coupled with a perforated pipe drain placed at the base of the wall backfill, similar in configuration to that described for the perimeter footings. The upper 1 -foot of the wall backfill should consist of a low permeability silty soil and be sloped away from the wall in order to reduce the potential for surface water infiltration behind the wall. If the backfilled walls are structurally restrained from lateral movement at the top, we recommend that they be designed for an "at- rest" equivalent fluid weight of 55 pounds per cubic foot(pcf). If the top of the wall is free to move laterally in an amount equal to at least 0.1 percent of the wall height during placement of backfill soils, they may be designed for an "active" equivalent fluid weight of 35 pcf. Surcharges due to sloping ground, adjacent footings, vehicles, construction equipment, etc., must be added to these values. The above equivalent fluid pressures assume that the backfill is compacted to approximately 90 to 92 percent of the modified Proctor maximum dry density. Additional compaction adjacent to the wall will increase the earth pressure, while a lesser degree of compaction could result in post construction settlements. Utility trenches constructed on the site may act as french drains by intercepting perched groundwater seepage. Some of these utility trenches may lead to the proposed houses and subject them to additional moisture. Therefore, it is highly recommended that the wall backfill consist of free - draining aggregate as recommended herein. Additionally, footing drains should be constructed at elevations below all wall penetrations and preferably at footing elevations. We understand that runoff will be collected in a subsurface detention vault, then will be discharged to the existing ditch located on the south side of south 130 Street. We recommend that all vault footings and slabs should be founded on undisturbed dense to very dense glacial till Zipper Zeman Associates, Inc. Lynnwood, Washington 98036 (425) 771 -3304 9 Lot Short Plat on South 130 Street Tukwila, Washington J -631 February 8, 2000 Page 11 deposits. Continuous or column footings may be designed for a maximum allowable bearing pressure of 3,000 psf. Backfill should conform to the information presented in the Backfilled Wall section of this report. Lateral soil pressures on the vault walls may be computed using an equivalent fluid density of 55 pcf above the ground water table and 90 pcf ( including hydrostatic water pressure) below the ground water table. For the purpose of vault design, we recommend that it be assumed that the groundwater table could be located close to the ground surface. At the time that our subsurface evaluation was completed, an invert elevation was not available for the proposed vault. Test Pit TP -1 excavated near the proposed vault location did not encounter groundwater at the time of exploration. However, perched groundwater typically forms above the dense to very dense glacial till soils encountered across the site during prolonged wet periods. Based on our exploration data, we anticipate that perched groundwater conditions could develop close to the existing ground surface at the proposed vault location. Consequently, there is the potential for groundwater levels outside the vault to rise above the bottom of the vault, thereby producing buoyant forces on the vault. The potential for the development of these buoyant forces can be reduced by the installation of a perimeter perforated footing drain as described under the foundation section of this report provided that storm drain grades allow for a perimeter wall drain to be installed at or below the bottom of the vault. Buoyant forces acting on subsurface vaults or structures may be resisted by the weight of the vault structure alone, the combined structure and backfill weight above the vault structure, or through the combination of structure and backfill weight and the weight of the prism of soil placed above the perimeter flange in the foundation. We recommend that a soil unit weight of 125 pcf be utilized when evaluating the soil backfill weight adjacent to or above the vaults as part of buoyancy resistance design effort. Erosion must be prevented in the area of discharge by constructing a non - erosive ground cover. This typically involves the use quarry spalls and possibly a geotextile. We recommend using a minimum 1 foot thickness of 4 to 6 inch quarry spalls which are underlain by a geotextile with similar strength characteristics as Amoco 2016 woven fabric. Construction Considerations The native soils that will be exposed upon completion of stripping contain a significant percentage of fine- grained particles. These silty soils are susceptible to disturbance, particularly when wet. We recommend that the contractor make every effort to minimize disturbance of stripped surfaces. These efforts may include directing surface water away from open excavations and the placement of a crushed rock or concrete mud slab surface in the footing trench excavations. If site work is accomplished in wet weather, the placement of clean sand and gravel below paved areas would promote future drainage and improve subgrade support. In addition, vehicle traffic over wet subgrades or prepared areas should be minimized. Application of these measures will reduce the likelihood of additional overexcavation of disturbed soils and associated costs for export and import will be reduced. Zipper Zeman Associates, Inc. 19231— 36ty Avenue W., Suite B201 Lynnwood, Washington 98036 (425) 771 -3304 z a• [C 00 a) 0 tu cnw w ? Cf) w z �- I— U 0 - 0 1— w I I 1 " Z z 9 Lot Short Plat on South 130 Street J - 631 �-^ Tukwila, Washington February 8, 2000 Page 12 CLOSURE The conclusions and recommendations presented in this report are based on the explorations accomplished for this study. The number, location, and depth of the explorations for this study were completed within the site and scope constraints of the project so as to yield the information necessary to formulate our recommendations. Some of the plans for this project were in the preliminary stage at the time this report was written. Under the circumstances, it is recommended that we be provided the opportunity for general review of the project plans and specifications in order to confirm that the recommendations and design considerations presented in this report have been properly interpreted and implemented into the project design package. The integrity and performance of the foundation systems at this site depend greatly on proper site preparation and construction procedures. Field judgement by a qualified engineer will be necessary in order to determine the adequacy of the site drainage and foundation support systems. Therefore, because of our familiarity with the site soils, we recommend that Zipper Zeman Associates, Inc. be retained to provide geotechnical engineering services during the earthwork and foundation construction phases of the project. If variations in the subsurface conditions are observed at the time of construction, we would be able to provide additional geotechnical engineering recommendations to the contractor and owner in a timely manner as the project construction progresses. If other engineering or soil inspection fines are used during earthwork, we recommend that the transfer of responsibility be completed in accordance with Volume 1, Section 3317.9 of the Uniform Building Code. We appreciate this opportunity to be of service to you, and would be pleased to discuss the contents of this report or other aspects of the project with you at your convenience. I EXPIRES 4/312000 1 Enclosures: Figure 1 — Site and Exploration Plan Test Pit Logs TP -1 through TP -5 19231— 36ty Avenue W., Suite B201 Respectfully submitted, Zipper Zeman Associates, Inc. Zipper Zeman Associates, Inc. Lynnwood, Washington 98036 F , G e James P. Georgis Staff Geologist James B. Thompson, P.E. Principal (425) 771 -3304 Aral e4 11 I LEGEND I TP -1 Test pit number and approximate location. Reference: Drawing entitled: " Keystar, Inc., Proposed 9 Lot Shot Plat ", prepared by RN Parnell Company, last revised 12/09/99. •TAX LOT NO. 734060 -0605 60 30 4 444 1.4144 LOCI TA LOT NO. 734060 -0600 0 60 MI II III III SCALE IN FEET ZIPPER ZEMAN ASSOCIATES INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTING PROJECT NO. J -631 DATE: JANUARY 2000 DRAWN BY: JPG SCALE: 1" = 60' 9 LOT SHORT PLAT ON SOUTH 130 STREET TUKWILA, WASHINGTON SITE AND EXPLORATION PLAN FIGURE 1 • ZIP' ;R ZEMAN ASSOCIATESNC. 19231 36 Ave. W. Suite B201, Lynnwood, Washington 98036 Test Pit TP -1 Project: 9 Lot Short Plat on South 130 Street Project No: J -631 Date Excavated. 1/24/2000 Location: See Site and Exploration Plan, Figure 1 Elevation: 75 Feet Depth (ft) Material Description Sample N %M Testing 6" loose, moist to wet, brown, fine sandy silt with trace gravel and fine organic ..materiaL.(.T.opsoil) Stiff, moist, mottled gray- brown, fine sandy SILT. 2.0 Medium dense grading to dense at 4 moist, mottled gray - brown, silty SAND with trace to some gravel. (Weathered glacial till) Very dense, moist, gray, silty SAND with trace to some gravel. (Unweathered glacial till) S -1 17 • 4.0 30 6.0 8.0 10.0 Test pit terminated at 10 feet on 1- 24 -00. No seepage or caving observed at time of exploration. 12.0 14.0 16.0 18.0 ZIP' ;R ZEMAN ASSOCIATESNC. 19231 36 Ave. W. Suite B201, Lynnwood, Washington 98036 ZIP: 1R ZEMAN ASSOCIATECNC. 19231 36 Ave. W. Suite B201, Lynnwood, Washington 98036 It Test Pit TP -2 Project: 9 Lot Short Plat on South 130 Street Project No: J -631 Date Excavated 1/24/2000 Location: See Site and Exploration Plan, Figure 1 Elevation: 76 Feet Depth (ft) Material Description Sample N %NI Testing 4" Loose, moist to wet, brown, silty SAND with some organic material. (Topsoil) Loose to medium dense, moist, mottled gray - brown, silty SAND with trace to some gravel. Wire mesh observed at 1.8 feet. (Fill) 2.0 S -1 10 Loose to medium dense, wet, mottled gray - brown, thinly interbedded silty fine SAND and stiff sandy SILT with some fine sand and trace clay. ■■ 4.0 S -2 10 ■ 6.0 Medium dense grading to dense at 6', moist to wet, gray - brown, silty SAND with some gravel. (Glacial till) Test Pit terminated at 10 feet on 1 -24 -2000 with backhoe refusal. No seepage observed at time of exploration. Slight caving above 5 feet. • ■■ ■ 8.0 ■■ 10.0 . ■■ .■ 12.0 14.0 16.0 18.0 ZIP: 1R ZEMAN ASSOCIATECNC. 19231 36 Ave. W. Suite B201, Lynnwood, Washington 98036 It ZIP: - ;R ZEMAN ASSOCIATESTC. 19231 36 TM Ave. W. Suite B201, Lynnwood, Washington 98036 Test Pit TP -3 Project: 9 Lot Short Plat on South 130 Street Project No: J -631 Date Excavated. 1/24/2000 Location: See Site and Exploration Plan, Figure 1 Elevation: 78 Feet Depth (ft) Material Description Sample N %M Testing 4" loose, moist to wet, brown, silty SAND with roots and fine organic material. ' ',"... (Topsoil) Loose, moist grading to wet, brown, silty fine to medium SAND grading to fine to medium SAND with some silt. • ...._..._..-.»...-......._....-...........-......._......-... ..... .- ..- ..- .- _..-- _.- .- .— .. -. -_ ---•—•-•-•- 2.0 S -1 3 4.0 S -2 6.0 Dense grading to very dense, moist, gray- brown, silty SAND with trace to some gravel and trace cobbles. (Glacial Till) One foot diameter boulder encountered at 6.5' Test Pit terminated at 8.5 feet on 1 -24 -2000 with backhoe refusal. No seepage observed at time of exploration. Slight caving from 3 -5 feet. 8.0 10.0 12.0 14.0 16.0 18.0 ZIP: - ;R ZEMAN ASSOCIATESTC. 19231 36 TM Ave. W. Suite B201, Lynnwood, Washington 98036 ZIP' - 7R ZEMAN ASSOCIATECNC. 19231 36 Ave. W. Suite B201, Lynnwood, Washington 98036 Test Pit TP -4 Project: 9 Lot Short Plat on South 130 Street Project No: J -631 Date Excavated. 1/24/2000 Location: See Site and Exploration Plan, Figure 1 Elevation: 97 Feet Depth (ft) Material Description Sample N %M Testing 6" Loose, wet, brown, silty SAND with some organic material and fine roots. • (Topsoil) Loose to medium dense, moist to saturated, gray- brown, silty SAND with trace gravel. 2.0 S-1 10 .■ Stiff, wet, mottled gray- brown, sandy SILT with trace clay. _...-............_-.--......--_...........__.........-......-. .....- _.... ................. -.M Dense, moist, light gray- brown, silty fine SAND with trace gravel to very stiff fine, sandy SILT. ( Glacial Till) 4.0 S -2 ■■ .■ 6.0 ■■ ■ 8.0 S -3 ■ 10.0 ■■ ■■ ■■ Test Pit Terminated at 10 feet on 1 -24 -2000. Slight seepage observed at 2 feet at time of exploation. No caving observed. 12.0 -■■ 14.0 16.0 ■ ■ 18.0 ZIP' - 7R ZEMAN ASSOCIATECNC. 19231 36 Ave. W. Suite B201, Lynnwood, Washington 98036 Nammemitma:— ZIPT7R ZEMAN ASSOCIATES'NC. 19231 36 Ave. W. Suite B201, Lynnwood, Washington 98036 . r1r3r1Varmvetr!mwpm_r: - Test Pit TP5 Project: 9 Lot Short Plat on South 130 th Street Project No: J-631 Date Excavated: 1/24/2000 Location: See Site and Exploration Plan, Figure 1 Elevation: 93 Feet Depth (ft) Material Description Sample Nc %M Testing • 6" Loose, wet, brown, silty SAND with some fine organic material and trace gravel. ;,(Topsoil) Loose to medium dense, moist to wet, mottled gray-brown, silty SAND with some gravel. 2.0 S-1 9 Medium dense grading to dense at 5', moist, gray-brown, silty SAND with some gravel, cobbles, and boulders. (Glacial Till) 2' diameter boulder at 2' 4.0 • 6.0 8.0 10.0 Test pit terminated at 10 feet on 1-24-2000. No seepage or caving observed at time of exploration. 12.0 14.0 16.0 18.0 Nammemitma:— ZIPT7R ZEMAN ASSOCIATES'NC. 19231 36 Ave. W. Suite B201, Lynnwood, Washington 98036 . r1r3r1Varmvetr!mwpm_r: APPEALS You may request a copy of any decision by the Planning Commission on a project or obtain information on your appeal rights by contacting the Department of Community Development at (206)- 431 -3670. A decision from the Planning Commission may be appealed to the City Council. The Department will provide you with information on appeal if you are interested. DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: NOTICE OF APPLICATION POSTED: NOTICE OF APPLICATION REPOSTED: August 8, 2003 September 26, 2003 October 8, 2003 December 1, 2003 ....,.<..x <._...: . s _ `rr a:e.:r.':,:u: ... =• +.a:r*. J •- e�a:nu -w.� CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E tuknlan(hci.tukwila.wa.us SUBSCRIBED AN,! S r O SHERRY LYNN CAMPBELL NOTARY PUBLIC residing at STATE OF WASHINGTON COMMISSION EXPIRES My Commission expires on OCTOBER 29, 2004 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON 55 COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. tam the current owner of the property which is the subject ofthis 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 a.G} ty its emploox ees, agents, en c,opptractors or other representatives the right to enter upon Owner's real property, located at ?f.;4 7 .D c)1) T' . T`1 r for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. The City shall, at its discretion, cancel the application without re fund of fees, if the applicant does not respond to specific requests for items on the "Complete Application Checklist" within ninety (90) days. (state)' „4 / 20 O 3 i t�rint Name) / /.2.& 'KZ .. ' -,ie/ledue Via 9 (Addy s) "25 — C7- 4 1 3'7 (P On this day personally appeared before me 1)4'1 i' v.t . W e Co)C to me known to be the individual who executed the foregoing instrument and acknowledged that he igned the same as hi rs voluntary act and deed for the uses and purposes mentioned therein. le ORE ME ON THIS DAY OF NOTARY PUBLIC ne Number) d for the`State of W asltingtod is —Z.9 -0”( 20 0 3 'Jw'N( i. , �4 y.,ey,7ZPken44,a `t »;r4h i tttai tithr'ni.S ` aa,: Y31st1. t:. �Yi: SCtS .UV".,.n-.444. arts -4. • , .•• YNiC4'��• 1i.LY6,FN"JAY1f4YeX.i3TArt = .441404.4WAv1' FOR STAFF USE ONLY Sierra Type: P-SS Planner: File Number: LO , 0 U] 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(a,ci.tukwila.wa.us „APPLICATION NAME PROJECT/ DEVELOPMENT: i, t 2 Ni k `� rr e7T Sf 7' / �'.4 T- 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. Th \..t/uA 63A 93162E 774K for 7. ?-4 (7U I)BV Quarter: Ii 'r+! Section: 15 Township: p2A Range: -- (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. '/ Name: BO r a ) � / ` Ste' -< Address: 3D n,'7 `Phone: _ / -- 643,-7 7�n " 1 �S . FAX: `bl ' v `G� Signature• r A 4_ -1„.f — iU e/J SHORT PLAT (P -SS) Date: w TUKWILA W OF Z ~ • W W -1U O 0 U) 0 U) W J I I— LL. W . L < I C3 W Z = I— O Z I — WW 0 U co 0- O I— W W I Z W O 1- Z al e ru rum- cva-a NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • • vr 1 • •221.34 I ,N88.09.02. LOT 1 •;.';.••••; .:••• :". •' 'C• •• ;KING tOLAITY'''; .• .„ , .... ,,.., •, , . • • :•••••,• SHORT PLAT ••.;‘ ••• - .•.:::•••:•' -••::'•,. `;'.:'-:';',.;- •. ' • - • — FILE :•••; NO '-' •-' • . • • '',,r ". - ' ; - • - . •-...,..• SO:: ;146thf'Stre.et--.. . Faund .2/19/04. ' ..• • • • • " , • N 0106'08'. E..lilaWls of BeorIng : •' . '663.99'meas:" 663.119' plat 663.72':NCAS '• • ", : ' So.148th Street-, . Found brass pin In • : C. CYO e On cote • • , ' . . • • • . ' • . " • • . . . . 228.52 calc RECORDER S CERTIFICATE:;:. 1:fil•d for record- this day of 20 P.1• • • , •• . • . . • " In book of at page' " at .the' request . of , • • • . • • • • • • • • Mgr. , Supt; ofRscords. • . , • brprojecting-line: „ southerly from So. 1413th street 0 -1/2 ,:the. distance, measured to the Noah 1/4 corner. • LAND ; SURVEYOR'S : CERTIFICATE.:".... sur4yorby the -State of Washington. certify that thu plot is based on an actual survey of the land dscribed herein, conducted by me or under 'my•suriirvislon; •• that the dlitanceit, courses and -angles ore. shown thereon Correctly; and that.,monuinents-other than those monunients approved far-setting at a later dote; have been set and lot corners _Stoked on the ground as VEY FOR: : • Street ..•• SCALE "i tech .1 • I , 1 - I • 1 • . , • ,.••■•. ' 3O 60 PORTION OF • • ' • -• • . • " • ; • , . • . • • , , • • • • • . • ' • 1. THERE r01141.i BE NO LOTS IWTh A iEtiARATE DRIVEWAY ACOESS DIRECTLY FROM S. '."150th ST. 24% 'LOTS di""4 PALL NAVE' ACCESS', MAI THE 1 THESE -4 '.:LOTS '"WILL ' ALSO - HAVE MNNTENANCE gsporistinny: FOR THE 3."':"."LOTS .11, 2;:: 3. &4SI4ALLI4AVEEOLML ,RESPONSIEtILITY :FOR.' THE PRIVATE -DRAINAGE SYSTEM.. • 14:'514411; DE - EOUIPpED'i .A",, PRE; SPRINKLER . SYSTEM:: 5. ALL NEY of NOOSES :SHALL; HAOE. ROOF/CUTTER.'DRNIVS THAT ARE DIRECTLY INTO THE ;.FIONATE :DRAMOGE: . SYSTEM. PIPING CONNECTION.... FROM.:. THE : HOUSE :SHALL; BE 'A PERFORATED .ps!r:•coNNEapoi PER THE coy: ?.. • • . : . STANOIRD DETAIL. . . 2 6. .Field . dote for this . survey was obtained by ..• threat field .nieastfroMenti. 'Angular end iior ;relationships' . were meosSred with a' six second': theodolite and ,:relectronic . • measuring' "device, suppleinfinfort.ii.a steel tone:' • • .•• • -this suryfry 'meets or •xceeds': the standards contained • f.. in WAC;332.130.7090...: • : : . • 7. :pity of Tukwiki,,Staini Drofnegt EaeeMent •Roc;,•-• • • • ••:• 120010702001739. Donn on ',doeurnent2 is , • - insufficient for Ifocatingeasernent...... ..; l • ••-, :MOTH' FROAi ACCESS EMMEN A CKS 20 (G4R4DE) —NeW Private 20 Easement foi'Ingresk, egress and utilities Subject to :Drainage and Private ; Rood .. • .... ..'Mbiritencmce;Coven • tit ' ' - RECEIVED ., • • • ,.. , ;.• • , . . . . • - SCHROETER:OLAND::,:;SURVEYING.; • • '• • •..1:ROFESSIONAL. LAND SURVEYORS• .•' • ..:; .• „. „ Dow 813, Usti/esti' Vosneiton 98062 C206)•242-6621 FAX (206)243-9679 • • • DATE FIELD 6 / 1 / 04 1 DATE: 10/26/04 1* 30' .JOB NO. 443 PROJECT NO. 04066s9 SHEET.' 2 ■ • : „ irrruirp Inch • 11 1111 11 1111 1111 1 11111.11 _ 111:1'1111.11111111111.111ilitiiliVii11,111111111i111 1 61 • ; • 4 i 4 - • .• ' ..• ' .t. 4 1'114 4 lit :Cif , LEGAL DESCRIPTION THAT 'PORTION OF TRACT .04; RIVERSIDE INTERURBAN TRACTS, ACCORDING. TO FLAT THEREOF. RECORDED IN VOLUME 10 OF FLATS, PAGE 74. IN KING. COUNTY._. WASHINGTON. LYING WEST OF .DAVIS..REPLAT OF SAID TRACT 54. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 24 OF FLATS. PAGE .49, IN KING WASHINGTON EXCEPT THAT SOUTH '100 FEET THEREOF. RESTRTCT;0 - I I SION AN LOT V OF...2 VIS • . „ •, .po • BY . CI OF ; WI : " • 2. LOTS , a: AND:9 OF THIS SHORT: PLAT SHALL NOT BE PE*ITTEO DIRECT •r . . , CITY. .OF TUKWILA ADDRESSING SYSTEM AVENUES RUN NORTH AND SOUTH (-------AVE • 2.. ' STREETS RUN EAST AM WEST IS. ----ST. • .Ni/MBERS op LARGER' WHEN GOING - NORTH AND - EAST . • 9.... ANY SUBDIVISION OF MORE THAN (4) LOTS SHALL. BE ADDRESSED OFF THEIR INTERIOR ACCESS . STREET. ' • CITY :OF TUKWILA 'UTILITY EASEMENT ROVISIONS THE OWNERS OF LAND HEREBY . SUBDIVIDED DO HEMP :PANT: AND CONVEY TO • THE (".... CITY OF s TUKWILA, ITS SUCCESSORS MC ASSIANS7 GRANTEE) A PERPETUAL EASEMENT FOR UTILITIES INCLUDING , WATER. wit STOF04: IMAM POWER. TELECOMMUNICATIOIVIL wig TV; NATURAL 0 UTILITIES ',CENT LANDS OP 0F1, CONDITIONS SHALL BE A Ruitatio'C. "" ACROSS ADJA THERETO AND. AS . NAY BE DEVELOPED:. .TORTHEIVNI THE111 . LAND := ;.1114A17171raINDINS UPON THE SUCCESSORS, giRS.AilliAASSIGNII , 011M110t SUB - \,.. DIVIDED. THE CITY OF TUVAIIW ITS SUCCE1/311R54110:411111IMPVSHAU. HAVE THE • „ RIGHT WITHOUT. PRIOR visminuiteof At4fillUMOR iPROGEIMINGS . OF LAW AT SUCH TIME AS MAY BE NECESSARY. .TOADITERAMORISAID; EAREMENTS . FOR THE PURPOSE OF INSTALLING, REPLACING. . OPERATING.' MAINTAINING. REPAIRING. ALTERING, OR RECONSTRUCTING: SAID UTILITIES OR WPM ANY CONNECTIONS THERETO WITHOUT INCURRING ANY LEGAL MIL/GATION OR LIABILITY. THEREFOR PROVIDED THAT SUCH SHAW. BE ACCOMPLISHED IN A AMMER THAT • IF EXISTING PRIVATE IMPROVEMENTS ARE 0111TIANIED OR . DESTROYED ?THEY SMALL . BE REPAIRED OR REPLACED TO A CONDITION SIMILAR AIV.INEY: 4 11EREMINEDIATELY." , 11EFORE THE . PROPERTY WAS ENTERED UPOWIPVIIIr:INIANTEE.1 THE WMPTOR . SHALL RETAIN THE RIGHT TO USE THE SURFACE' OF'SAMPEASEMBITS IF M/W - USE IMES,AIDT'INTERFERE WITH •THE INSTALLATION - OR USE OF .SAID3ITILITIES. NOW . 01Wr THE-GRANTOR SHALL NOT. ERECT OR MAINTAIN SURMINGSAR STRUCTURES: WITHIN DE SASEENTS. ALSO, THE • GRANTOR SHALL NOT: RUNT ,TREES. MIMOSAS VF.OETATION..HAVING ROOT PATTERNS WHICH NAY CAUSEVARAGE TO OR .INTERFIME WITH SAID UTILITIES. ALSO 711E GRANTOR • SHALL NOT DEVELOP OR BEAUTIFY THEEASEMENT AREA (5) ' SUCH A WAY TO CAUSE EXCESSIVE COST TO THE. GRANTEE PURSUANT To ITS . RESTORATION DUTIES HEREIN. . DRAINAGE COVENANT, ... „.: .. . .,..„, _, , . .:. FOLLOWING THE ORIGINAL . AND :REASONABLE GRADING OF THE ROADS 'AND STREET . SHOWN HEREON.. DRAINAGE :WATERS ENTERING ANY, LOT OR LOTS "SHALL BE RECEIVIB. AIM NOT BLOCKED FSOk.. AT THEIR NATURALLYi INS .:Ai L__ _ 1ED 00...arm OCATION AND . . DRAINAGE. WATERS.. SHALL: ;DISCHARGED. FRON. ANY LOT TO : r ITT APPROVED • . . DRAINAGE SYSTEM IN?: *ite.4 AT . TURA). LOCATION . • WITH THE FLOW. RATE CONTROLVAPSTIPS APO; ENERGY • DISSI • ' ' BY CITY ORDINANCE; WITHIMEAOW t.OT. ANE0OWNSIKE1T; • ',ORME! SHALL ' CONNECT TO TIE STORM IMPI1NEC SYSTEM. '10414TENANCE. ' OF : BUILDING AND ' LOT DRAM ,IfIN11 ,_ " PRIVATE PROPERTIES: iYANIS 'REPA ' IR 'RESPONSIBILITY OF Twatimeiter OF 'THE PROPERTIES • = j ' , . :' B ' E PR ' THE IVATi , PROPERTY. STORM •DRAINAGE 111411CH.110 NOT %CONSTITUTE PART , A CONTINUOUS. : CONSTRUCTED DRAINAGE VENN SERVING DEVELOPED' CITY SHALL BE : MAINTAINED BY THE PROPERTY OWNERS. ' , • , . . . NANSTAD CONSULTANTS CIVIL ENGINEERS • LAND aUlIVEY01111 2024 N, amsamael wt. oz • wawa NA. 90052 WSJ 747-11336 NE1/4 NW 04 SECT-ION 15; TOWNSHIP 23 NORTH. RANGE 4 BANNER BANK . • ro:141.1)•,[1.p ; 11! : 11, '1,111:4 it ITT" 41 ' ' ' .§1 61: Inch 1/16 f -„• • •. • ! :•••• •.' • . • -• ; t • • " 'i„ • • •d•-- • • • • • • - 1 9 1 — 111111111 ' Int ILI..1.11"1.1.11 11 1.11.1..111 1111 1,Iii 1jill 1.11.1 ill'. 1 111,161111i 1)11 11111(0 , 1 in __ SHORT PLAT :1.03-447 TO LOT NO. 734060-0803 CITY OF TUKWILA, • KING- COUNTY, WASHINGTON 6 7w 4 ,•■•■•■■ SHEET oF_L. • , • • .1 .• •. 2 •• • • •‘ •- •• • • . • . • • • KNOWALL MEN: By PRESENTEITHAT WE; THE UNDERSIONED OWNERS OF: THE LAND LEGALLTOESCRIBED HEREOR .HEREBY.DECLARE SHORT SUBDIVISIOWTHEREOF.. -PURSUANT-TO ROW 5B-17-060.'_TOME THE GRAPHIC REPRESENTATION OF,THE' 1 • - . : :SUBDIVISIONMADEWEREBY. AND:DECLARE,THAT ' • WITWTHE FREE .CONSENT. AM IN ACCOMANCE•WITH THE:DESIRES.OF THEAWNERS. . . DEDICATE TS-THE.CITY OF USE • : BY THE PUBLIC FOREVER. FOR ROM. UTILITV OTHER PUBLIC -' PURPOSES.. THERIGHT-OF-WAY'DEDICATIOWSHOWNWEREOW AND.THE USE THEREOF.: "FOWALL PUBLICPURPOSES'NOT INCONSISTENT WITH THE. USE THEREOF FOR PUBLIC ' ROAD.. UTILITY.' DRAINAGE, 'AND OTHER'PUOLIC PURPOSES TOGETHER,WITH'THE. • • .RIGHT ALL NECESSARY SLOPES FOR.CUTS AND:FILLS., AND THE RIGHT:TO . CONTINUETO - ORAIN'ROADSOVER AND ACROSS:ANY.LOTS.OWIRACTS WHERE. WATER . :'MAtTAKE HEREBY.DEDICATE TRACT PER THIS %: • SHORT SUBDIVISION THE CITY OF TUKAILk.FOR THE .PURPOSE' OF STORM:.:±,___H • DRAINAGE WATER'QUALITY RETENTION/DETENTION.SYSTEN FACILITY. AND RESERVE • THEREFROWEASEMENTGLFOR.CONVEYANCE OF STORM. DRAINAGE FROM LOT. OF • THIS' :SHORT SUBDIVISION. .THEMENEFICIARIESOF.THIS:-EASEMENT: THEIR • .• INTEREST. SHALL A CONDITION OF THIS RESERVED EASEMENT. OBTAIN .ALL . -'• • : :THE NECESSARY -PERMITS ANWAPPROVALS FROM THE CITY. OF TUKWILA PRIOR TO - -COMMENCING - ANY EXCAVATION: .AND/OR MAINTENANCE...REPAIR ADDITION • . WECONSTRUCTION4FJHE,STORM.ORAINAGETACILITY WITHIN SAID EASEMENT, . • • • IWWITNESSWHEREOF. HANSANDSEAL•. • . . • • • • . - , ::ACKNO144.ppEMNT• • .• .. . . . • : 2 1 sTAiE i . .. NI ) • • - - • COUNTY OF ick/ i--.1!"..-:•••• • .THIS IS TO CERTIFY' THAT.ON THIS DAY.OF- -- 1HE UNDERSIGNED.:A.NOTARY:PUBLICPERSONALLY:APPEARED. ` IE. .: sompokok., AND MESPECTIVEtiY._,WANIGIHRir4AG,:. A CORPORATION:70.HE KNOWN TO BE.' : • • •THEINDIVIDUALBAMAXECUTED:THEMITHIN.DEDICATION. AND ACKNOWLEDGED :TO ME .• • :- - THAT THEY SIGNEWANDSEALEILTHE.SAMEAS,THE/R.VOLUNTARY ACT *140 DEED -FOR THE :•.: ' .., • ...... .:.. :USES AND PURPOSESITNEREIRMENTIONEWOWOATH STATED THAT. THEYSERE AUTHORIZED •-' . ' „ 'TO INSTRUMEAT'ANSTMATJHEMEAL IS THE CORPORATE. SEAL - - -...., . . . • GIVEN UMERN: HAND AND OFFICIAL SEAL THIS DAY OF mou 1 • 0 / • "' SIGNATURE: 41' NAME OF C XPIRES: 41 ‘?. 1 itAP 11; 15 1 ),;:1 ,T4,17,403L0E IN ATME T ..mskto ACKNOWLEDGEMENT STATE OF ss. cou4TY-1* • ' •• • . • • CERTIFV.TAAT,IWNOW OR HAVE SATISFACTORY EVIDENCE:THAT' - ' ,A.WASHINGTON CORPORATION; 70,- .ME KNOWN .TO BE THE OFFICE•SF THE-ABOVEMENTIONED CORPORATION .'WHO EXECUTED - THIS SHORTMMOIVISIONLANWATTACHMENTS ANEL APPLICABLE. VOLUNTARILY EXECUTED 111EATTACHED'OR 'WEFERENCE DEED OEDICAT/ON THE'USES AND PURPOSES • . MENTIONED - AND-IN OATH STATED ' - :WAS ' :"AUTHORIZEOPTSIXECUTE SHORT SUBDIVISIOWAND'ANY DEEP OF. • , • 1. „ . ' • • GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF SIGNATURE: NAME OF COMMISSIONED: TITLE: MY APPOINTMENT EXPIRES: ...HARSTAD CERTIFICATE N0.'13731 THIS ••• FINANCE DIRECTOR • HARSTAD CONSULTANTS CIVIL ENGINEERS . LAND SURVEYORS 2024 W. LJC. SAYMAMISH PRY. NE WES 747-8336 • . • HP i n) 1..!..1.)"..1111.11.1[mio • \ i3 1/16 " F • 4 • -s• • - 6 . •,; • Inch • • • • • - • • t 9 "1 r("r "1"]"ili "I ]4 fl1"f' 1 • ° ' : 11 Hu [Hi in .R.00.1111 pito. till fin •• I" •:,•• LAND:::putiveros s-CE9TIFICATE ••• 1 JEFFREY .R. HARSTAD,MEGISTERED'ATA LAND SURVEYOR-BY THE STATE OF WASHINGTON. :.CERTIFY-THAT THIS:PLAT IS BASED.ON AN ACTUAL SURVEY OF THE LAM DESCRIBED Mak :•:..CONDUCTED BY HE OWUNDER MY:SUPERVISIOW THAT THE DISTANCES. COURSES AND ANGLES • SHOWN THEREON CORRECTLY:.: *110 THATAONUMENTWOTHER THAN THOSE MONUMENTS , %.APPROVEIYFOR AT A DATE. HAVE SEEN SET. AND.LOT CORNERS STAKED ONTHEGROUND AWDEPICTED ON THEMLAT, • COUNTY ASSESSOR .'.S APPROVAL EXAMINED ANO APPROVED BY THE DEPARTMENT OF ASSESSMENTS THIS DAY o: DEPUTY .KING COUNTY ASSESSOR .KING COUNTY. ASSESSOR . • • .. •,•:..- . ' •-• .' RECORDING:CERTIFICATE '', . • FILED FOR REDORO AT THE REQUEST OF THE CITY OF TUKWILA :THIS -: . DAY OF .. . . . , 20 AT - - MINUTES PAST - M. AND RECORDED IN.VOLUME ON PAGE ' ., RECORDS OF KING COUNTY:I:WASHINGTON': . • .- _ -. . . . . . . - . • • . .- • . . DEPUTY DIRECTOR: KING COUNTY - • .SEFARTHEAT 777C070, AND ELECTIONS • • : T.UKW SHORT . SUBDIVISION • COMMITTEE APPROVAL', REVIEWED4NO:APPROVESSY THE SHORT. SUBDIVISION COMMITTEE AND HEREBY CERTIFIED - :FORFILING.TAIS DAY OF " • , DIRECTOR. KING COUNTY ASSESSOR DEPARTMENT OF .COS- AND ELECTIONS . .CHAIR. SHORT SUBDIVISION COMMITTEE CITY TREASURER'S CERTIFICATE THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS. AND ALL SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY THAT IS DEDICATED AS STREETS. ALLEYS OR FOR • OTHER PUBLIC USE ARE PAID IN FULL. EXAMINED AND APPROVED BY THE CITY OF TUKWILA FINANCE DEPARTMENT DAY OF . 2O...... NEI/4 NWi/4. SECTION 15, TOI 23 NORTH. RANGE 4 EAST. SWORT.PLAT:L03047 . TAX.-LOT. NO. 73406W-0803 CITY OF TUKWILA, KING OdUNTY, WASHINGTON • BANNER BANK • OF PLATS. • SHEET 0 cw_3_ 20070411900003 Deperkesit decorum*/ Ostylopiesit ." 13N SaufkomMereoulavird,T.13413, WAISTS • . •• lklephoni WOE 4114$711 PAX OMR 451-34115, :" • ' SHORT PLAT NUMBER LOW? Mitt by Riga prisenithet the Oarlike) In fee she* el the iand • • herein described do busby malls a short subdivision !Mid pursuant to RCIVEIL1T.01111' , • • end Leolotowledse thst add subdivielon shell not be %Mei divided In winionier within • * • aps,io orbs Pews', from die of record,' without dieting Oa find plidalit undwelaned • " 'LL briber docile this short plot to be the graphic repreeentalion. of Odd short subdfridon :•• • rind the sari is arab wEli the fres cowed and lo secordenee with the dribs alibi owner(s):: • set our; hinds end se■le. ' . • lir alinsea P p413± - Nem.. • .Cherisr A Weektegion CerporsEen * • : • STATE OP YIASNINGTON . Co lOng . On this dey persinellY appeared befOra nal • ', ' • ... .. .. , unty of .: . , ...... .1. .. .!.. , . , . . . . . . . . . . . ." Wow known to be ibe individual wbo exicided the widtin and foregoing Instrument and • .: • .2 • • : '... edolowildged lit bathe signed Mn sear. al Mellor voludtary sot anicisid Tor thir ::. : EiliEN.undomilmai ail 40M 6 N 1 thii ' ' : ' . NM i of . • I-. 29 . : ':!,..• ....... ' • . - A -, .144'....,i =::4 'YE. i r , :• . I owns , regisuree es a rano swarm • • : • . ... • • : .*- . , ... . : • , ' : ' , ... •• .by the isle GT Washington, aid* that this Plat Is based en in mind einieY of the ' demoted honks, oenducied by me or under my supwvisiorgErit the distenoes; coma . • ., ' • ., • , . '-• - end ogles we shrew hereon orareely; and that monuments odw fun those monuments • . : :, : ",. approved fry sellies'iit a bawds* We been set arid kd eariers,stalid en ate found : • . • •:, • 141 DR99TIPlion (Old) • , THAT PORTION an inAcru. IIVEROCE INIEFUNNA • TRACTS, ACCORDREI TO PLAT T)ISIDOP, leOW . VOUJIE 10 OP PLATS, PAM 74 i KIND COSNIT, !, . ' WAEHNOTOK LINO WET OP DAM REPLAT cr aw • TRACT 64, ACCORDIN3 TO TIE PLAT 1HERECe • • • RECCPCED N YoLuie 24 or PLATO, PAM 49 , NM COUN1Y, WASHNCUCK DICEPT THAT SOUTH 100 MET uI • • Lapel IlaseyMilen Wow) • • „ • ' • • • . NEW MAL DINICRPRON PCII EERIE PROPER*: • - , PCIIRON OF TRACT 54 FAERECE trtenwiwit ii:cactaa TOME MAT 11.IIREOP, fillOXIDED VOLIME 10 OP PLATa PAM . .74 NNW Cett4TY. WAOHNOTON LI110 WET CP DANS lima OF %END IRACT 54, ACCOICII0 TO 11•E FLAT wiele0P RECOPIED IN W:LIAS 24 OP PLATS PACE 4e, II mg coU111Y, VIAMVIrocse . , M53911013 AT NORTHEAST COMM OF ARCA SAD DEECIIPTION MA A POINT ON IRE WWII LIMON C4 EOM WO MIME a0WHI145MY weer ALONG BAD SOWN 14410111 A - : OBT/4•CE OP MAI PEET 10 WE WEST UNE at BANE PIMA% ACCORD•1010111E MATINEE:CP RECORDED IN MOUSE 2A OP PLATS PAM 49 , KM COWRY, VIAMOCIIONI , • WINCE 8OUTH gnaw EMT &ONO BAD MET UE A DISTANCE • taIRTH 0E5E20' MEET A COTTATWIE OP 215135 FEET TO 1)E Tnts PCWTCP BEatititi3. QUARTER OF 'IC1101113, TONSIHR 23 11011114, RP/31E 4 EAST, WJA, 111- ails 11 day oi , 0 2 0 '7 • - • (•■■/■... • t THE PLAT HCSEGATERS PARIOCIATEN M reveawr Q TRACT •A• AND TRACT V AS SIFICtAN ON 1103 FLAT Chairperson, Short Subdivision COMMON! . , • • .• • • • • • ' • ' ' " • • • • • • : • 'smear To ruaW acuai roaerAND eincmc . • . • ..7RAWIMISSON tima waswerecaceo INSTRUMIDff - • . • • AUDITORS R.E WIRIER 206204S PLOW DE NEST lin Ce SUBJECT : • PROPER1Y. THEW:11H OF amp &SEW IS NOT C139DREED N SAID : • a a.s.korro iiziv5aserr lieoc:irce) UNDER 20oolic000n ato AS AMENDED EY tenuiwr RECOFC63 (SMER NECOFCIPIO NO. , • . , ' • . • • " . , . • saam:cr TO DMILOPER EXIBIBION ACIFIESIBas arzcaceo . UNCER RECORDING ta:a 200000100005U AND 2000030100243 a suamorro TWIN » cnu ' coNTAsvi 1E Doctaiwr ENURED 19431TPM AREA caMNAur AID HOLD HAREMS mresieff recxceD wcen RECORC•10 raze. acce1014001:713 ausricr TO iwail ate Owiwaois &memo time DOCUMBITS INBRED VICEPIOROLIND AGIVELIENT nicapeoween meows) . • • • . • • , . • . . : : . • 7 NO FUTURE tiLICEIECN CO ANY Li* MALL BE 1481141IED V4111431* APPROVAL C M APPROpRATE SUISCRISZN PROCEDURE By 1).E COY S. LOTS 1 AND 9 OF MB SCRT PLAT SHALL NOT BE PERISTTED 9. letRUIE OVAJERS OF LOTS LOTeIn*I�UIa ttct.ter.e BUST COOLY 1N114 CEOTECHPICAL etotelairto IIMIORT, BY ZIPP114 ZEMAN ASSOCIATED, PC DAIS) FIENEIMY 2000 me eseeouEra • APPT2OVALS • .-. CiOuwiY riliaci Dwell ••• .• colity End ail property laws ans paid and thst a *posit has been raids in wading inroad to pay the " ' • teas forth* Mowing yew; OW1118,51,0 1111' • • • . • , '!! &Orpiment special asissonsnii -ed thla allke for collmiort; and Mild 'pedal issessommts on ire/ of*. paper* herein dedbiled as sleets, aUst, or for allwr pubic we so paid In tit • • „ , 1 King Candy Trusurer • Oa fhb dim jorsoNmEi Were ion ev#i • ••'• 'Doe 'wean to be the kidbidurd ado siaculed the within Ind feregoinp insinenset :•• " • and &c::' ; 1thhusIgn.dthssuni as 15WhievakOltery . "• , And, fro. en Also aiM pima.. *lob Monlionsd.....• • . • • • . : • . cam un.ray OMcW IISIthIS 5Ldri ;2sust... Deputy !Ong Glumly Treasurer , • • IwIG coutirY Assessors APPROVAL . : • , . • • • . . • .• ‘. • . LvAmined mid appOcried by*. Deputise! ofAsseumenblhIs • _ : : . . . " AY cif I I n •ia , • ' ' kleA! : 144ZAL42114 King Coun0Aswisor Deputy Assessor . . .• Pan:Al Mirabel(i) - 734 CX110 • . , • Tuicimu SI4ORTSUODIVISIONcohiafl1EENTRoVAL • . • '•• Rnulwusd and arrprord we Shod StibdivisiOn Cormittie and hereby aileed for Sing - • • VICINITY MAR. SURVEY RIPE tit OF*ii 1 140F SECTION 1ST. XI f4,N4 WA, IN KINIC011irt,t 200704119 Dans" 00003 „,.., OWNER(S):. CHARTER HOMES, INC :ADDRESS 601 UNION STREET, SUITE 5100 CTIY/STATEJZIP: SEATTLE , WA 98101. , TOUMA ENGINEERS 6632 SOUTH 191ST PLACE, SUITE E-102 & LAND SURVEYORS K ENT WA 98032 PHONE (425) 251-0665 * FAX (425) 251-0625 DRANN MC= BY PA • • RIONJAST 10011 • SICN.E ' v.* .1011 NUMBER • 070-032-0,31 MEET 1 OF 4 • CURVE TABLE CURVE LENGTH RADIUS Della Cl 57.61 35.00 9418'55* C2 33.71 50.00 38'3729 C3 9.69 46.00 1203'56* C4 49.89 46.00 620828 C5 33.44 46.00 4119'18' C6 46.34 46.00 57'43'31* C7 33.08 46.00 4112'22* C8 34.09 48.00 427724" C9 12.88 50.00 1445'46* C10 20.82 • 50.00 235143 C11 52.34 35.00 854105 (BASS OF BEARING) 2105.71 MEASURE 2106.54 PLAT OF ROBBINS ORCHARD ADD. NO038 37TH AVE. S. City of Tokolli • • Deperlreenta Comm* Development SNO Soithombn Boulevard, Tolnelle, WARMS Telephone (201) 4314979 FAX PM 014015 Ei: *auiSlikiU..w..us SHORT PLAT NUMBER L03.047 • • • TAX LOT NO. 733240-0070 crry OF TucvnLA nun' EAssiwr ' RE OVANIE OF LAND HEREBY RUE:ACED 00 HEFEBY • MAW At/DOME( TO THE an OF11.1169LA. n • . • SUCCEM0111 MD AROSE (THE CAMMLEVA PERPETUAL • EASSEIff FOR MUM SWANN WATER wax EIEW167. • • • IITCAM ORAINACE TOVELTELECOMIUNCAMONB. CARE TY. • ' • NATtReL GAB MO ODER OUCH U11.11 AS MAY BE • . DEVELOPED TOGETHER MTH SE SOW OF tee EGRESS THERETO A0701313 ADJACENT WM OF GIWITOR . FOR THEE PURPOSES. DM Emmair AND' comae • • SHALL BE A COVENANT RUSSO MH 1HE LAND AND SHALL l• EE EWING UPON THE BUCCEBBORB. MEMO 149810N8 OF TIE OWNERS OF LAND HEREBY,SUBDMED. DE CM' OF . 0 • TUKWILA, 118 success= AND A13810ta SHALL IONE If • d PONT MMICUT MOR IPEMUDON C Mt BUT CA • • , • 2 co C•1 MOCEEDINGB OF LAW. AT =HIM AEI IMAY BE SECIEBBART.• • w • TO BIM UPON BAD ENEMAS RIR THE PLIIITOBE OF NERALLMO, NBILMING, OFERABIS ~ARM. REEMILL ALTEMO CR FECON91111107910 sAD mum co IMMO ANY g CONECTOSIVERElbvimiour INCURFINO ANY LEGAL • ,.. COUG•ICN OR LMALITY 791WIEFOR PROVIDED THAT RUCH •• S 'MALL BE ACOCNTLISED IN A MANNER THAT F 80170/10 PRIVATE LIPROVISENT8 AFE CIMUREED OR DEBTROTED REY • . SiALL BE NrAIRED CR PEPLACED 70 A CC.0110/1 SALM • • MI 'MEV MBE IMMOIATELY BERGE THE PROPERTY RAS .:.• .1711fERID aim BY THE GRANTEE. THE SWITOR SHALL, IETAMDE EMT TO UBE THE SURFACE OP BAD EASEMENTS P SUCH I DOM NOT IMERTEM YAW WE INSTALLATION OR .. UBE OF MID MUM 10AMER 1HE ORAPITOR MALL NOT • ERECT CA WARMS BULDING8 OR STRUCTURES WITHN.THE . • • RAIMENT& ALIO. THE Gomm SHALL NOT RANT TREE& ORM OR RECETAIMN HAVING ROOT PATTERS WHCil MAY • CAME DAMAGE TO OR SERFS% AMMO URGE& AL130 • • WE atmaat ao.u. war commr OR ny EASEMENT MEAM SUCH A WAY TO CAUSE BLOOMS -. CM TO TM GRANTEE PUREILIAN7 TO M FEBTORMOC. • • DRAINAGE COVENANT • ocuAwka TM 01110119/.. ire peAeotooLE anima co • . • THE ROADS AND 111TIEET8 SHOWN HERECK MANAGE WATERS • EIGERIO N4Y Lar. at Lois MALL BE fECEIVED, Ale NOT BLOCKED MOM MEMO AT REA NATURALLY OCCURRIO • LOOM= A10 COMMACE WATERS MALL BE DOCHAROED • PROM ANY LOT TO A CRY APPROVED ovum EWER Oft mere OF OUCH IMITEL AT THE NATUML =ADM MTH • GE FLAW RAM COMM SYMMS AND ENERGY • •• '0011FATIMB AS IMAM BY CRY COMANSE: MGM EACH LOT.THE DOMEPOUT AND YARD DRAM SIALLOOPTECT TO • . - THE EITORIA DRAINAGE IGMEM, IAMMENANCE OPERATIC* . . • AND REI*MR CP BULDING MO LOT DRAM RERWO P/MME • PROTEGES sou BE THE reeralturt az WE ClAtaKe • CF TIE PROTERT1E6 8EFTED, ON PRIVATE PROPEMY. BRAM GANNACE %RICH Co NOT COMMUTE PART OF A • • CCNIIIMOULL OCNBRIJOIED ORAINAGE 8781BA EIERVM3 . • ostuatioarY PROPERTY SOL. 13E MANTMED Eft Ti TIOTERTV omen „ • 0 FOUND STONE MON Wine' 0.80' BELOW SURFACE SW COR CC LEWIS D.LC. .26.22' • • 1- - . • • . . :4 • a LOT 4 • . 6,519 sq.ft. 0.15 acres LOT 5 6,506 sq.ft 0.15 acres Po 7 TAX LOT. NO. 192080-0035 ' . • FOUND CONC MIAN'Wt 1 MVER VIEW • REPLAY TRACT • 53- RI VERSIDE, • • LEAD I& TACK IN CASE • INTERURBAN• TRACTS • • • • : • • . • , • .VOLUME 17. • P ;GE 15 • • • • •• • • TAX LOT'NO. • • ' • - • TAX Lai NO. 733240-0054 • • 733240-0053. . N 0 110.00' OWNER(S): CHARTER HOMES, INC ADDRESS: 601 UNION STREET, SUITE 5100 CITY/STATE/ZIP: SEATTLE , WA 98101 68.00' 100.00'. • ' NO0'50'20 1 ' 295.3 • TAX 40T. • 1:10: ' •• • • • • : • !LOT NO: • • TAx LOT NO. 733240-0045 274.22' 4 J. DAVIS REPLAT OF TRACT 54. OF. RIVERSIDE INTERURBAN TRACTS VOLUME 24 PAGE 49 • 70.00' 0 42.77' 34.73 NO0•50' C .4 _..,- • 1 \ 5 _ , 1 I I , 1 rj ■ _ ... I 1 r I a I LOT 9 1 I t 1 6,878 sq.ft. 1 / 1 il 0.16 acres / / 6 -...3 l i 0 1 _ 15' PRIVATE STORM I -. I DRAIN EASEMENT LOT 7 ...00 M' °.15 acres I e t 8,028 sq.ft. I • • Ypi 0.18 acres I al L 15', PRIVATE STORM 1 • 1 I _ I DRAIN EASEMENT 1 • NO0 5.00' 74.74 63.00 TRACT A: 3,851 sq.ft. 0.09 acres 140.00' S SEE NOTE f2 2 iiirfril fri 1 1 Hilo 1 1 1,119 - 1.1 iti i 1 pH bop 1 I (till' 11 01 tirrs It 1 1 1 1 1 1 1 1 i 1 r 1 i ii i 1 ,, : 21,,,, \ '3 • Inch 1/16 ..,. F . - , • • , 5 6 • • -t.... . Si . , .. . . . .,..,,,, ,,, 4,..., i r ,.... .{ :: ,• iic .'.4 .., :f .,,: ::...... .. ..,, i .:„ , ..r t., . '. , :,,•,;:..,. „ ' :.,_... ......:„ , ,.•.: ,...;..,.; :,:‘...: .. . ; ' I , .. - ' , • 511 iii. ,.:" ' £11. ",": ZI I -... MI..- . ,‘ 0 t... : . ' 6 ' • ' , fli L 9 7 19' ' ' , .-' ,', \1`,.;;: IZ ' II TIOI , . ' .. 1 "./6 .; . ti.&.,.. '"i. 1, ' '•i„ - ,X4.. :)'\ ..; . - .. . • . , .....••••,.,. , . . . '• iiin11.1111111.11111.1.11. 1111.111.1.1HilU1111111.1ifil .litillill.iiili111111111111..111111111 ill.111j1111ffillintilliiii41111111101111.1111111111111.1111_, °RAMEY . DAN 30.09 TAX LOT NO. 192080- 0005 I . I • PER PLAT OF RIVERSIDE INTERURBAN TRACTS 7 sooglo-E . 40th AVE SOUTH . TOUMA ENGINEERS. 6632 SOUTH 191ST PLACE, SUITE E-102 & LAND SURVEYORS KENT, WA 98032 PHONE (425) 251-0665 * FAX (425) 251-0625 DATE ( DI ) :1 SURVEY NOTES INSMUMENT: TOPCCN OPT 3000W TOTAL STATION METHOD USED: FIELJ) TRAVERSE NITH ACTUAL FIELD MEASUREMENTS MA ANGLES RAC 332-130-090 DATE OF SURVEY: FEBRUARY 2006 BASS CF BEARING: 37th AVE SOUTH (N00113'2019) AS 91011N ON PLAT OF ROBBINS ORCHARD ADOMON VOLUME 24, PG 3 T6 sr GRAPHIC SCALE LEGEND ANGLE POINT II SURFACE MONUMENT e PROPOSED MON IN CASE + EX PK NAIL ' • e EX MON IN CASE • • o EX FIEBAR / PIPE AS NOTED SET 1/2' REBAR & CAP #38992 SECTION CORNER c QUARTER. ARIER. CORNER PAGE . Tatum MoeH .1013NUAIER FOUND PK NAIL W/FLASHER S 13E, 0.41' FROM INTERSECTION FOUND r BRASS MON IN CASE N 45116' FROM INTERSECRCN 670-002-061 • •• • ••-‘, ...• •••.•.....•••••. • ' : • • • • ' • • r • • • • • • •••••• 114pwlmsnI N Comm* Drmlopmwe ' ON Seellsmisr INNINerd, Tuba% WA MN TeMphoM vim 431-3011 FAX (2011) 4314E5 Ems • • ' SHORT PLAT NUMBER L03-047 • , , : A PORTION CP TRACT 64 MERIDE II1EF1MIAN TRACT* ACCORONO TO THE • . • FLAT TIERECKINOVIDED N VOLUME 13 OF PLATE, PPM 74, N ONO CORRY, . : WAIIHNOTON, LINO MEM OF DINO REF-LAT OF 8A13 TRACT 54, AC00 . • 10 THE PLAT WERECIP RECORDED IN VOLUME 240F PLATE, FACE,* 1111010 COLINTy, WANNOTOPO INCEPT THE SOUTH T:o PEET IMMO : • ..• 11010843 THE PORTIMEINT COINER or Aacie END DOWNEFRON /ENO A • • WINCE eoval onao2e !Ayr ALAMO ea veer Bounripiri tie CP #E. ' • : THENCE NORTH IN0040' EAST A OIMICE OF MORO PP • • . : ' . , . . THIRCE NCIITHAINTEPLY. ATOM A CURVE 10 TIE Lerr MOH A nAC6.16 : • 33.00 HIE T,•NI MC LENGTH OF ON PEET APO A canna. MOLE CI! ,e4WfIr TO A POW OF TMIOBfl : THENCE SOUTH meat:vieetiA Oeiraie CF254 PEET TO WEE* POSIT , l) E pateriviaii airmen OFTHE tanaieT auiriet OF • • • • " „ NECT1C41 TONEHP 23 NORM RINOE 4 ENE; VAL N THEORY orrnaosii' • A POTION OF TRACT 01 MINCE INTENUOIAN TACT IT Acicieetiitrroein :•.:.•"•••••. . • PLATTHENIECP:11110:10113 PI YOUNE 13 CP FLAM, FACE 74 WOO CONTY,.: • . • • • : WAOHNOTON, L'013 NEIN OF CAWS VM-LAT CV SAD .7R4CT 54•ACCORDNO ••••• TO TIE PLAT THREW RECONED N W.3111E 24 Cr PLATE, PACE 4 N ONO . • : •-•• PouNn;"WM9Nc/Tcos BOER! lte spqmic rErrM • * ,‘ • • • •••:••.• *. • ••• • COMIEii.THE WORRIER' COMER CO ikAa 04o Oetaria Leo 3 A: • -.• mace sown mow. EAST• aono THE veer eowani. tie CF amp cetairno6 A . 13130NXE OF 70.00 reerTo THE TRUE POINT OP • • • "' . • • •:: DeNCS CONTININIO SOUTH 0013300 EAST A 1313T OF 01.00 FEER, • --,••••• • " • . • ;1 • • ' TIC! MOTH *MD` EMT A DISTNCE0 io Anna ON • , • " . •I M EICE PORMEAERLY ALONG A CU /r RIE TO WE SOFum - A RiOUI3 Cr . • • :,. •:' "...• ALOE FEEt AN NC LENGTH cr.666 MLR AND ftCENTITAL•ANOLE OF 00311 r • TO A PONT.Cfl A ROWSE CURVE TOME LET- . •• .• • • ' - ••••• • " • •• THROE NORREASTERLY ALONG ACTIRIE•70 THE LT WITH A MOE OF • : • --aue.ater. NI UNOTH CP3321 FEET AND1 'CENTRAL. ANGLE CF •• Immo NORTH 001020 weer A DISTANCE CF 2104 FEER • *:: • • . ' • - THROE SOWN imear1,3TA DISTANCE OP.100.00 FEET 10THE l POW • -. • NORTHEAMENLY AL= A CURIE,101 tar NITH ARACP. • arorarlo APOWON cure ata er.oardort 6616,477 virtr moan!" „ �n gaunt *47 WT AusTAta OF 0.13 FEET*** OF !E5SITSIC3": ; • " • - • . • :. • • • ..;'• • '• • . &name) Wr611.7ne IJORIEAET oiARIBI OF TIE Nonntiter OUAFITIO OP • - •,• • :-* NiCTION S,.104 23 14:81/TEANCE 4 FART, EN& IN THE .CRY CF7C AIU1.• • • • • . , - . • • , . , • • . , ; , INMATE, Twilit Tie taitierite OTIARTER CIF THE tiotinnier ixWiTen CF • - • : SECTION 15, TOMO. 23 moot RANGE 4 EART,S11: tillE CID' OF II/1mA • • : : . uam LOT 3 °nisi' • 1: • A PcNTica Or *ACT 54 rimince ereinreAli TnAartiiiiiiereatt To ma • s u FUR THIMEOP, RECIOIDED N YCUIME ID OP PLATE. PA= 74 IN ICCIIfl ,, • • • WANEIMS; LW M VEIT OF DANS FED-LAT a 0.1) TRACT 54 ACCOIDNO : , . • . TO coiim THE RAT 1111111110P PECOIDED 14 VOLLE‘e 24 OP FLAT* FACE IA td�4Q , • SA111111110/4 WEPT THE SOUTH () FEET THEREOF! • -• • • 'cov.e/ON0 tiE IN:RTINAERT caRel or MOVE 8.413 OBIORPTIZN teisa , . imEtice SCUM 01713320 EAST ALONG WE Wer BOURDON LINE CP ABOVE • , . • ' • ••• 13ADDEecrrnc4 A DISTANCE CF atop peer-Tome Trite POSIT OP : • • THREE CON1NJIOUIH 098099 A Orrio)icE 00.00 riffn , • • OF • ' • • • ; LOT4 A PORTION or nazi is, anima ateturein Tnicts, Accoroia TO ea cook necafficep 10 OF MATS, FARE 74 N KIN 00UNTY, , To DE FLAT D O' EM nnoolcco PI voLa 24 OF PLAT* P ?CT64d N . , 00INTY. WOFINOTOM Barr TIE 1301,1114 03 MET THEREON - • ' . ;, mews 14:0111 070720 wesT &ono ea veer souremiT tie or ANYIEI : " • . ••• SAD OESCIFTWN A INITMCS OF Ea FEE 4 • , • • • • . • • • • • ' , DOM TEETH 1131444 EAST A DISTANCE OP 10770 FEST TOA PONT EN •• . .• . • MUCH WM sourn 013440' veer. mom Fre came L • • • " • • :DIME SOUTIE.ASTELY ALOE A COMIC THE IJETWITH ADAC*. CF • • • • 4650 MT. es/IMO LE10114 OP 3134 FENNO A ONTRAL. NIX! OP 4115W . • . TO A FONT ON ante wow SEASSSCUTH iron? NEST PM/ ITS CENTER • • . AMUSE scummy WINT A OSTNXE Cr 73.00 FEET TO IN! SOUTH • • • .• -. • • ' • . • EOM SOUTH 100174r. VANT ALI:1836AD SOUTH UNE A DANCE OP 07.00,- . •• • •• • .-. • . . . • . . • ; • • , VIUATED YAM WE tORT/Eieft OVA/REA CF liE ikanw auirtnit CF f. : •.; TECTION 11 TOMES. 33 Kent SAME 4 EAST, W.N.• 17i€ cn OF TUKWILA, • . • AXIMCN OF TRACT 54 FrA9ISOS eretureAtt wore, Accent:tam THE FLAT DERECE, FECCIEED N VOUAE 10 OF FLATS, PAM 74 N Ea COUNTY, WAOHNOTON, LVSIGTCF DAIS REF-LAT CP SAID TRACT 64, AIXONXIO TO WE FLAT DEREOF RECORDED PI YOUME 24 OP PLATE, PACE 43 IN MO 03041Y, WAIIHNOTOM Sae/TINE SOUTH SO FIETWEREOP COMANIONO AT THE 3OUTHRINT COINER OF ABOVE SAD DEICHF110.4 710CE NORTH 07C04/7 EAST ALOWA THE EOM DOLECIARY LIE CF AIENE CERONFTICS A 1:113TAME OP 10.00 FEET TO *THE THE FONT Or • DEICE CONTUSE METH 150140 EAST MONO ENO SOUTH LIE A , DISTANCE CF 07.00 FEET% , • . THROE NORTH NOW WEIN A DISTANCE OF 10343 FEET io Arm!' ON ONE 31401 SEAM SOUTH 4,450c EAST MOM MI °MEI • : THRICE 11311114/ESTEPLY ALONG A CURE TO De NCNT VIM A RADIUB OF 4100 MET, NI NC LOOM OF 4134 FEET M A CENTRAL NCLE OF 0• 43IT TO A PONT ON CURIE MOH BEARE I/OUT/111102• NW FROM ITS •ENCE SCUM =EV Veer A osTANCE OF 73.00 MET TO THE SOUTH ,110111DARY LIE OF ADM SAD ceecRED:44 AHD DE DIE PONT CP ' IMPRE13 YAWN THE Ian/FART cluArina OF DE Nointsior cows Cli • , • • INECIXN 11 706100 0 POOR RANOE, 4 EAST, WM, PI WE CITY OF TIOYLA, A PORTION OF TRACT 54 MEIMIDE NIERUFSNI TRACTS. ACC01010 TO THE PLAT THROW, RECORDED IN VOLINE V CP PLANT PACE 74 N MO COUNTY, WAOHNOTCN, LNG WEST OF ONO REF-LAT OF SAD DIACT 64 ACCORDS° TO THE PLAT THEIEOF RECORDED PI 1/2U.IME 24 OF PLATE, PACE 43 H KNO COUNTY, WANNOTON Doerr THE mum 170 PEET WOMON (imam kime notmenT COM: OF NXNE END DEECPIP1100 THONE TOM 0760'20' WERT ALCM WE EMIT BOUNDARY LINE OF AWYE • DEICE NOM tower NEM A CIETTP/CE CF 12323 PEET TO A PONT ON • CURE WIEN BEAM SOUTH 11700 EAST MOM • ITS CENIER • • • ..• • *00 FEET, NI AiC LB10114 OF SIOS FEET AND A091111,41. MOLE 1:4 4112 • , • :. THECE SOME/301 EAST A PENCE OF 106A3 FEET TO THE 800111 : • • • -.•. THROE TOME/074V EAST .11.0103 NEI SOUTH Lie caiAtion OF 54.03 ••• SIBECTYO1S MET DRAINAGE 8A80,E4T &ONO THE EAETHLY AND , • ; VITIATED ITITHIN TIE /401111V-AET OUNNINI az TIIE NOVITHINEET OUAMER CF 8E0110013, TOANTITIP 23 NoRlti, RANEE 4 EAST, MI, PI THE CRY or Tuit*Iti, w# OWNER(S) CHARTER HOMES, INC . • ADDRESS: 601 UNION STREET, SUITE 5100 , , • „ , CITY/STATE/ZIP: SEA TTLE, WA 98101: • A PORTION 01 TRACT 54 WNW SIT*Nll ACCONOIG1OIPE FLAT THINEOF, NOCINDED N VOLUMES OF PLATE, ME 74 NE2111 cover, WAIHNOTON LINO MET OF DAVE RIF-LAT OF END TRACT 54 ACCORDIO TO TIE FLAT THREW TECORDED NU 24 OF FLAIL NOE N KNO COUNTY, WAIIHNOTON TEKCEPT ME EOM 100 leer DINIECEI COMM= ATTIE SOUTHEAST CONES OF ABOVE SAID OINCRPTION THIN= NORTH 000767 WEN AL01113114E EAST 1101.40ARY LINE OP AWNS SAD Calenrnom A DISTANCE cc 6336 FEET TO THE EWE FOIE OP 11101111110 DUNCE °MUM NoRTH ooicaw EAR PLOW *MEM A T•O• CE SOUTH 11110,40' war A wawa Cr 125.715 FEET TO A PNIT ON CI WHCH WNW NORTH SP3100' EAST FROM ITS ORIMM WINCE INOUTIEMITHILY NANO A CURE TO THE urr WITH A RADIUS Cr 50.00 MEET. MI NC URI= OP UM FIEF' mo A corn& ANGLE OP 144Ir4ff TO A RENNIE CURVET* WE NONA ':•:: • 420/14* TO A PCINT ON CURIE MOH FARM ROUTH 17002, EAST MS 08 * • *NM' .• • • • • • - - • . MICE SOUTH ON** EMIT A DISTANCE CF 2$ FEET 70 THE ESST • ausecr To FEET /140E EAEBENT ALPO WE EVITEILY 15 FEET Dereon. ETIW4TED smarm ncenaeaT amen Cr me normweer oupaten IIECTION 0, TOANNIF 23 PO:ATH, IWKE 4 EMIT, WM, N THE CRY OP =ow& • :AMNION OP TRACT* MAINCE PREMED* TRACTII. ACCOIONO TO TIE PLAT THEREOF. RECORDED PI MOLINE 0 Cr PLAM, PACE 74 N Kra COWRY, •••.: WAINNOTOM WEer cr DAM neb-LAT OF SAD ',NWT 54, AcoosoN3 . • 707TE PLAT DETEOP IECCSI N 'IMAM 24.0 E FLATS, Roca 4 N TS o . -• COUNTY WAIMPOTO4 EXCEPT WE SOUTH 100 PIET THEREON . . COMIENCN3 AT TIE NORWEART.1:0111191 OF Nadia aN,D 019300TION RENO ' • mace SOUTH aOICTED` EAST ALCSO WE EAST LIE cr mime SAC - . • . • DEECTIPTION A ONITANCE.OF 140.03 FEETI • • "ROME SOUTH MOM MST A PONCE Cr 2503 FEET TO THE TRUE roar SOUTH W0740' NEST A DISTANCE CF 101175 FEET To A •. . • POSIT ON curbs *am SENN NORTH 3em1ow EAST PEON 09 cenvo . DEM NORTHNINTEILY ALONG A CURIE TO THE NOHT MIN A RAMS CP . M • ' TO PONT Cr T • 5100 FEET, ANt aPIOS2 T HO ME CENTRAL MOLE OP maw . . . • ;.. DENSE MIDI 00102E VEST A DISTINCE OP 4277 FEE5 , . .. . • MICE IICATH IMMO° EAR A DIENCE CP 105.03 FEMI .• • . . • • - . VENCE SOUTH ammo' RAW A DISTANCE Cr 63.00 FEET TO WE TRUEPONT . , - ; NEE& TO 7S FEET DRANAOE EAMON frL0/10 TIE NORRERLY LIE . . . • . , • • • • • • MATED YEWIN TIE tidewater oilmen woe IICERHAVER auARrER OF . • • SEDION 11 TOWNIMP 23 NORM NIKE 4 EAST, WAI, N WIE CITY Cr TLION.A, . . : • : ' • . TOUMA, ENGINEERS' 6632: SOUTH .191ST PLACE, SUITE E-102 • LA de ND S URVEYORS• KENT, WA98032 • . • :- . ,•PHONE 65 * FAX (425) 251-0625 DATE rettLIAA.f 6x4i • 1 JOB NUMBER SHEET .30F4 • _4 irririTolTrrr rit:Trilltv I I I - 1 I 51 61 ! , i ( I : 4 4: ". * 9 111.111111.1i1111•1111411iiinifi iiiflita : 11 11 !t 11 11 1‘1111.111111411111 - , , A PORTION OP TRACT 54 PREECE NTERURBAN TRACTS, ACCOMEG TO DE PLAT THEREOF, MOON= N !CUBE 13 OP PLATS. PACO 74 14 IBC CORM: WASHNOTOR LYNG VEST OP DAW5 REP-LAT COSA° TRACT 54, ACCORDING TO RE PLAT THEREOF MOOED N VOUJME 24 OF PLAT* PACE 4I IN IMO t CIsperlment of 00300 . inliy Development W • ON Soelhatillt llogleverd, olk, WA ISTE • Tdepho3s (251) 4314STS PAX (NE 41140115 • . SHORT PLAT NUMBER L03447 1E0011010 AT THE NORIIIRSTOORER nirmave 64) DESORPTION BENG* THENCE SOUTH 11400'4, veer A =mace OP MOS PEETTO THE TRUE PONT • OP SEWED THENCE 00141110ING ROM 11411745 VEER ALONG SAO SOUTH EMMA A DIEN= arena FEET TOA FONT CP CUM . I • • THENCE BOUIRMEITEILY ALONG A CURE 10 TIE LT CH ARABES CO ' " 3500 PEET, Ni NC MOTH OF. 5E34 FEET MO CEDAR- ANCLE OP WNW TIERCE NoRniINCO'40 EAST A DISTANCE CO 130.03 FEED 2.. • - THROE MOTH 00'0720' VEST A DISTANCE OF 7474 PEET TO BAD BOUM wRl CF SOUTH 130TH STREET AND TO RE TRUE PONT OF BE0111/0 SUBJECT TO 7.5 FEET PINNACE EASEMBIT ALONG THE SOUTHEILY SOUTH . • =mks VEHN itkiamisker calgilER OF 110 TORITTMEST OUNITERCO;-' • • SECRONATOMMIE 211NORTH, RANGE 4 EAST,AVJA. N THE CITY OF TUKWILA • A POFMON OP TRACT 54 IINBEIDE NIEFIURME TRACTS, ACCOFONG TO TIE • PLAT THEREOF, =OWED 11 VOLUME 13 OP PLATS, PACE 74 N K243 cowry, , WASHBOT014 L11151 MST CF DAMS REF-LAT CO Imo TRACT 54 ACCOIDNO: . TIE PLAT 'TIEREOF RECOO19) VCLUIAE 240F PLAT PACE 40, 11 • COUNTY. WASIRSITCO SWEPT THE SOUTH 130 PEET TIEREOO • • . • BECINENG AITHE NORTHEAST CORER OF ABOVE SAD DESORPTION MO THRICE SOUTH 10874r NEST ALONG EIA.13 WJW4 DISTANCE OF 30.00 . 11exeiotnHigetraiiiisi• DISTANCE OP 7474 FIEB .,..• .",, • • • • •• , • . . THENCE SOUTH 017117217 EAST A OUNCE OF eaCo PEED • , THE= NORTH W0,40' EAST A DISTANCE OF 2500 FEET TO THE EAST WE • THENCE NORTH 0050'20'. WEST ALONG BAD EAST LINE A DISTANCE OF iitOo •• NETT° TIE SCUM IAJEC110 CP SOUTH 130111 STREET...JO PORT or 661.441 6,itaria NORTHWEST oum NICITCE 15; TOWNSHIP 23 pooRFH. ;Imam 4 EAST. W.M. 14 THE 71•314j4. TOUMA ENGINEERS 6632 SOUTH 191ST PLACE, SUITE E-102 KENT. WA 98032 de LAND SURVEY ORS PHONE (425) 251-0665 * FAX (425) 251-0525 • , • A1'6141E44 OF TRACT 54, ivance NTERUTLYN TRACTS; Acca TO THE MAT 1}O RECORDED 11 VOLUTES) OF PLATE PACE 74 N KM COUNTY, • „ • WASHINGTON. LYNG WEST DAM3 REI-LAT CO SAO TRACT 54, ACCOONG „ TO THE PLAT THEREOF pecan= w %num ss or PLATV, PACE 1 N COUNTY, WANINGTON ET 1E SWIM= MEITNER:OR , • • COMIABONG Arne wormiest Cason ci miire Wio creworrnoi • . • . SENO A PONT ON 116 SOUTH WON OP SOUTH 100IH STREET) • VOCE NORTH 11400w/S EAST ALONG SAO MON A DISTRICE CP 02.5414ET , • • . • - • • • TO A PONT CURVE SAD POMP SENO TIE TRUE PORT OP 11501/1/114131. - • , • THENCE SOUTHEASTERLY PLONC1 A CURVE T0111E RICHT VIITH APR OP • • . . • • • • 3300 FEU, AN ARC LENGTH OF 57.01 Peer APO A C . ERITIA1 AtIOLE ag • . .• . • • THENCE 11:411114ESTIFLY 0.63146 A CURVE TIE Ram ETH A RADIUS OP 50.00 PEET, AN AFC LAMM OF 3371 FEET NC A CHIRAL MOLE OP 35272, TO A FONT ON A REEVE CURVE TO THE LEFT • niece SOUTHERLY ' EASTERLY Arm worment. LEFT VERA RADREI45.00 FEET, NI NO LENGTH OP 20153 FEET APO CENTRAL ANGLE OF 25714117 TO A FONT ON A MIME CUM 10 ThE MOM THENCE NORGESETELY ALONG A SURE TO THE RIGHT WIN A RADIUS or 50.00 FEET AN ARO LOOM OF 3320 FEET AND A CEMR01. MOLE OF , Tierce riceni arm* wEer /4001mcE alp 77.B3 PEET TO A POSIT ati - • :DEICE NORTHEASTERLY ALONG A CURE TO TIE TENT WITH A RADIO! OF • 35.00 FEU, AN NC LENGTH CP 5134 FEET MO A CORR& NCLE OP ewer TO POINT OF TRIENT, MO A FONT ON THE SOUTH RAMON OF SAD • 1IINSE SOUTH 1141046' VEST ALONG ISAID Lanai AnevecE OF 24 . •• • •• • •• anuATEn wriei TIE PORTHEAST QUARTER CP rarnimer CURTER OF . SECTION* TOWNES. 23 POOR RANGE 48T W*N11E OTY CI. TUPGE.A, • OWNER(S): CHARTER HOMES, INC ADDRESS: 601 UNION STREET, SUITE 5100 CITYSTATEJZIP:SEATILE , WA 98101 • • • • • • ' • •"' • • •• • . • " . • . • . „ • • • ' 1 1%,....All.AXVILN. IAN 'gam CiEZKEDBY ' ' • , • , , , .NT PEINUAlrf 2006 • • T. JOB NUMBER SHEET 870 4 CP 4 VERTICAL DATUM: VAL VUE SEWER DISTRICT• SANITARY SEWER MANHOLE NO 7. INVERT. 71.5 (PLAN) PAVEIWMTTAUER AREA: 79, 748 S0. FT. 1.8308 ACRES ' A J J w . 14 71 J/ 4 4 J L. 5..r I J. 1./14 , .L , .:. I u r. . • eTRU>' HOMY. u ASK : � rANDAIIDO ETAL RiE/ ..,..:. STREET WIT; 9B C IO i { P� ' 1l Y � fI ���� ETNAAMDETALRi�f1 M• �� U.71.{1rw(� �� • . a r e IMIIII �� 231,c/Ti =ARV • u` ��Id •• % I T k* !76 �� ALT N.I. . LOT :4 519 SQ:-FT: TAX LOT NO. 734060 -0801 1 Ivl�•• - 75.•.•. .► N89 a- ia 0'E. • 97.00 6506 ETAT S4% 60CNN . . 100.03 Q: `'..►- AL w E+f e5. i ��i� 9 �.,a••'" • icrn�...�Eya( - ��v.+ r. ?� .M /r w. ��' " � ,- - I ~. �� -.1 Aa 1• ��,3 i. _T. *w .1•.i,° 1 �w ` fR DM . �.°� r tI��tF� f _: _ •r =� ee0TH7 eTIrET1 !�' ++r" StsYST ° " � ";�� �' 1 Psi_' •� + =mac _ s : .1 E l Oe lile f i l [ IMDR AMT RM Y .�,r - .,�, q n� _ I0e ` 4 +61. � Vi c r .. = � `1 i # / IMTOIOAf RANT „ >" s. __ - it ° ' +4 a _ tr.. ANDARD O R R A�LIN:1! y. �.. �, inea T - e O � $ � OETALIN42, i G � �7 1 �w �y �1 ['��I I Woo POV 1.R O ( \ POLES NUN • SSIN �� O EWl Kt , LO � Ci � . n t/171N 14 14 16 12 '12 nu111Lu1V I ML um I um. • NO0 . 38'204•.CENTERLINE.OF 37T11 AVENUE S. (MOHAWK STREET) AS SHOWN ON THE PLAT OF ROSSINI ORCHARD ADDITION VOLUME 94 PASS 3 • • ' L PLb.e.. a 711111E seas 9 ;. ,re tl....►...,f (714r.4) REVIEEO OVA SECTION A/N ITORN . 3 1 Jot TN TN ENLARSEO CU. DE SAC RADIUS 6 PETITE LOT LAYOUT AOOED STORM' MATER WY.ITY YAIA.T Oat 2 •.P.Y 4 -7100 1-h00 • IZ-E N A'IV ANIIt ' JR NARITAO JR NARSTAO• JR HARaTAO LOT 1 AND 1 SHALL HAVE ACCESS FROM THE NEW PUBLIC ACCESS ROAD • .x..41 MENU= UOERSROUMO •1TILIT • I1 -,.-M JR NARSTAD MTAN ICEYSTAR INC. 2100 118TH: AVENUE NE BELLEVUE, WA. 98004 426/481.1400 •. grins :.. Z ` LU. I�JJJIIn► IIIIIiIin11 1i11iI1111J (11111IIIIiIIIIilliiipI_. i. Wititf PRELIMINARY. . NOT FOR CONSTRUCTION UNTIL ..,. • APPROVED BY: CITY OF TUKWILA i 9 .4422-1117TH PLACE II • ISSAQUAH. NA 58027 TELEPHONE 428/043 -2880 il i LI } rlr' 1 �T' IjI f.1I I 1.(I III ( III I1I I III 1 III I ICI I 1 III III 11T I II1I I I III Ill III III L . I I ( 1 I I.. I I IIl 11.; 341 IIl 1 TAI I 5 61 Inch 1/18 r>uJ.VI y 1 , 9L bL £It�;'. Z5.'' Ib 0' 6: I 1 1 11111.1.1. I 1 11.1.11.1 1 111.1 111111111! 11 IJlI I I ld.l 111.1.111 11111111 111 1 1111 POLLOW- VA. VUt S,W1I Mom/L.4 .IM I MUM. .,A,.,{ . 1w .. ns.wwu. AIO APPROVED EY WATER DMTINCT' PRIOR TO WATER CONSTRUCTION. SANITARY !EWER PLANS TO ee' REVIEWED AND APPROVED BY VAL VUE SEWER . • ' DISTIYOT PRIOR TO IONTIN Y SEIIER CONETIMIOTION. RN PARNELL. COMPANY .CIVIL . ENNINEERB - ENSINEERINB NANASENENT. KEYSTAR INC. KEYSTAR 9 LOT SHORT PLAT • FA)L 4264414061 ZONING . LDR " =20' . • GRAPHIC SCALE 2' . • CHESTNUT 10. NO 3 CHESTNUT. 10 NO 4 CHESTNUT: 10 NO 14 15 is 17 . 1e 1e APPLE 12 HOLLY' 10 MAPLE 12 MAPLE 12 MAPLE .12 DECIDIOUB- 10 TAX LOT NO 734060.0103 NIIMNNN LO T SIU 5300 SO.PT . WATWaw .1 R Y: . . VAL SANITA TUKWLA ST TOPOGRAPHIC. AND BOUNDARY SURVEY FROM: ..HARSTAD LT 23 :9 9 425/747 -8336 CONSU . . . PLEASICAL ON. LUNOUNN EEPORED10 1N0 19 . • ONE CALL UTILITY LOCATE 14 00-4Z5d3M 11.1a1TN ST. 1 .130TH sr . .. V IC INITY MAP NO SCALE 0 .20 . 40 . 80 VERTICAL DATUM WA IN= SITE PLAN SIGNIFICANT TREES RETENTION /REMOVAL PLAN - OT TREE NO. SPECES DULL. SLOP! a 20%• . RETRREM RATIO 1 MAPLE 10 . YES . ' - REM 2 REM REM REM NO . REM NO REM NO . REM NO REM - NO EM NO . HEM NO . REM EP1- MOO POWER POLE DEC- DECIDUOUS N. MAPLE A- APPLE H- HOLLY RETENTION /REMOVAL PLAN .2 2 2 OWNER /APPLICANT; KOYSTAR INC. 5100 /NTH AVENUE IN A BEL EVRIE, WA 95004 4 4 4' 2 2 X41 - I C E 50 • YES • REM . 8 .DEC,dIOUS 10 YES • EM 2 NO. REM 2' YES REM. 2 YES REM YES REM YES REM ..YES • REM 2 2 2 2 DECIDIOUS 10 YES REM 2 21. :. MAPLE . a YES . REM 2e 22 MAPLE 16 YES REM 4 TREES SHOWN ARE SIGNIFICANT TREES, HOWEVER, NO EVALUATION WAS MADE AS TO HEALTH OF TREES REM . REMOVE QQ RET • RETENTION RATIO . REPLACEMENT RATIO PER TABLE TMC 18.54.130(3)(3) �$ENSRNE (SLOPE >20%) PPLLAAINfiiff11OO OF NEPLACEIIENT TREES TO FOLLOW INC 15.84.130(3X0) INOIREIm R06E11T N. PAR NELL. PE ROOM' N..PARNELL COMPANY 442E 117TH PLACE SE 'M45W� 9S027 1 0 SURVEYOR: HAMTAD CONSULTANTS 2024 W. LAKE $AMMAMNN PARKWAY NE X474 950:2 SHEET 1 I IE -04.41 .• . .IT. PROPOSED FOR au LOT 4 LOT' 5 gg HOUSE NOO'3110" STONE 01 BELOW. SURFACE SW. CORNER C.C.LEWIS .. • DONATION LAND. CLAM. : ROVOeRVOOEW . REPLAT TRACT 53•RIVED'" ONITO:R4DRBAUO 11 117. PAM 15 6F FOOT W000 FENCE ALONG WT > =a PLAT FOR LOT NO MDNAMMAD HOUSE TA RAND, HOUSE • ALL: 0'' HIGH WOOD FENCE FOOTING DRAIN CONNECTION TO STORM DRAIN SYSTRfil A REVIEW OF THE PROMO:0 HOME myna NO IRE LOCATION FOR LOTS 1.1 SHOW THAT FUTURE HOME FOUNDATION DRAINS HAVE ELEVATION DROP SUFFICIENT TO CONNECT SEPARATELY FROM ROOF DOWNSPOUT DRAIN AT THE r LOT DRAIN STU1 OUTi SNOVIM ON THE PLANe. . • . IE -78 IE -76.6 ' ' S BENCH MARK (SS NH NO.7. PER VAL WE •SEWER DISTRICT PIAN). SSNH /RIM -00.4 • IE- 71.5 .- 12'W I(DI) . IE -71.4 - 12 (E10 1 +27.0 08 /10'- TYPE STA 2 +81.2. 17' RT RIM - 62.29 IE- 50.29 ACCESS TO VAULT - S. 130th ST. ESS ROAD aerial . • . EM . FRONTAGE' IMPORVENT' A/C WIDENING OF S 130th STREET, CURD, GUTTER, SIDEWALK, .: 12" STORM DRAIN.. SEE DETAIL SHEET 3 OF 1. NW 1/4, '. SECTION 15, , TOWNSHIP. 24 ..NORTH■ 2105.71' . MEASURE • 210114' PAT OF ROBBINS ORCHARD ADO_ _ RIVERTON ADDITION • 37TH: AVE. S. FOUND CONCRETE n1. . TACy CASE • "'' RIN 61.60' BOUNDARY, WITH 10' TH' TAX • • IE . - 67.6 WIDE GATE AT NOR 108 SIDFEFho s E 10- Oooe _ v ESS TO. VAULT Y Hip & 1. DAVOS ROEPLAT OF TRACT' 5 ( IE- 66.6 -•12'W ROVOERSIDE • ISOTOERtORDAN TRACTS IE -E 66.1 ..r e _ 1 "E voLurs 24 PAGE 49 . 40TH_ AVE: S. O°p Mi' MON " G1Sf�� , . - ... .Le u i ra • e._ F'ND 7 1A1 S' TUi4iKR staE.S.a' TROFI;THEOeR10N,LOGA T_K1N ITnI II I171!II11111I.1 IIIIIIIIIIIIIII 4I 5 I 6 I Hilo I , I 1 . 1 1 1 l i J I I I I I I I_U.Ill I I I LI I I IJjJ.I I I I IJ.U.I [IWJ I Ii N I N A II1 ii I I l l RANGE: 6 EAST, . W.M. RN PARNELL COMPANY CIVIL .. ENGINEERS-ENGINEERING MANAGEMENT 4422 -187TH PLACE 8E, ISSAQUAH, WA 91027 TELEPHONE: 428/643 -9110. FAX:. 425/141.1091 IIII.IIlIILIIIIIIIIIli1 -LIJ IIIIIIIIIIII�' IIIIIIIIIIIIiII�IlllllliIIIIIIIIIIIIIIII_ . COMMIT all rAwal. Co. .WI MOM @CAL8' • 20r VERTICAL DATUM 1■29 NVGD NOTES 1. WATER RAIN AND SERVICES CONSTRUCTION TO FOLLOW WATER DISTRICT /125 STANDARDS. SANITARY SEWER MAINLINE MD SIDE SEWERS CONSTRUCTION TO FOLLOW VAL WE SEWER DISTRICT STANDARDS. . 2. WATER PLANS TO BE. REVIEWED AND APPROVED BY WATER DISTRICT /125 PRIOR TO WATER CONSTRUCTION. - 3. SANITARY SEWER PLANS TO BE REVIEWED AND APPROVED By VAL WE SEWER DISTRICT PRIOR TO SANITARY SEWER CONSTRUCTION. 4. OVERHEAD UTIUTIES TO BE UNDSIGROUNDED ALONG THE SOUTH FRONTAGE OF SOUTH 130th STREET. LINE DATA CURVE DATA 11510; ...'L7r .1 ■1•. ! 3Y : a•: t }u ■Sf :. :i: 1� 1�: •,.:•r •a.77F. S :I ■r 111 :' ,.1:•.411 !!.)11 7T 1 : II.i'II•thc, W.11111: .•:•i ..i7LhS4, [4'jM:i1.41 AFL 4Fl,i! i 14711:: " i•: Y:•: OM ,fti•i 1SF1.:6: t }iF i:17r: SJ, 14ENN :: : i•: Y:•:417Fti •1 1 IS[l1111: •;'.4: 4 :1t::T1•Y I I I.: : i•: Y: 14 '7 t:::• :''t;'iJ7I:'T�'l [Lill NC:: i': ][:.1, :S•J ITl1�:::•i :•'t;'iJl :SFl11 : - V. :44m 1 •1• :'t ;'i : :11tLIFLL 1 ::: i': Y:'i 4 fi• &tiSl [iF171 :::LSYbL4� 11 II_: i-- :•ti'ilIldi':n SCi. FT. DATA COMMON UTILITY TRENCH DETAIL, - / /0 8 stow 2 ael' PLEASE CALL 24 HOURS BEFORE DIGGING ONE . CALL UTILITY LOCATE .1- 800 - 426 -5555 PERMIT REVIEW SET ONLY - NOT FOR CONSTRUCTION UNTIL APPROVED BY CITY OF TUKWILA PROPOSED 9 LOT SHORT PLAT 3837 SOUTH 130TH STREET, TUKWILA, WA 98188 0W1t11/APPU0ANT: BANNER BANK 3005 112th AVENUE NE BELLEVUE, WA 98004 425/576.4307 SITE PLAN L03 -047 nail MIMING Iff Ma_ CMCKED IN APPROVED • or 6 1E1 pysTlNG R NO FRONT OAS :LINE_ E IMP 1;:J1i:L: �! `•!:•1; OHS61111.11mR � line 1L2 -' R1! '.i I . I..;... I D LF ` 8 1 '.0.4. 12'.CPEP -. ' _RIM.'57:5 • =--- IE _iIEw55.3.: IE.58.1• Mit inl711111 i♦i7 11z. o; DRAWN W S BENCH .MARK (SS MN N0.7 PER YAL WE SEWER DISTRICT PUN) SSMH — 0 -10 E 7 6 5 — 12 W IE - 7,1.4 ..12 - E (EX) IE -78.4 TI ° 5, . T ° ' SHIP .24 ORTH, RANGE G EAST, W. M. �� ... . i RIVERTON ADDITION CB CS 10' — TYPE I S TA 2+01.2: 17' RT IE.58.C� C8 6 RIM -110 'W _ e . s IE- .11 - 8'N 24 RIM -57.5 IE.55.11 — 1211 IE•55.3 — l2'E V.511.1 8'NI► ;11 .4 Ws ` FILL BEHIND SIDEWALK T M • , .TO MATCH EX. GROUND . . PAVEMENT ` OR 3:1 SLOPE ROAD CR088 SECTION A-A FOR 8.130TH STREET NO SCALE !COLE ti v 1 WARP I ft INF ffil �-ri,�-rrro ,� ill!�i��t �:�i(11!I�: 1 1 [ 1 1; 11 1[ I II .i1•! 1t1�Ti IIt III � I Inch • 1110 • V 1 4..A) 1 91, I � L.- ed. Z6 4l `` 0 5' • 8 :'jjl 5' ' 1 It 11I II. 6111llllllllh. illll .IILILIIIIIIIIIIIJ.I.LLII.D 1111III1IIIIIH III lHII. LIB. III► 1IIIIJ .IijflIIIIIII1IIIIII{IIIf�IJIII RN PARNELL COMPANY CIVIL ENGINEERS- ENGINEERING MANAGEMENT 4422.1117TH PLACE 8E, ISSAQUAH, WA 00027 TELEPHONE: 426/643.3UO FAY• A7w /wAt_snas Z ► 1401 IIIIIIIIIIIIIIIIIIIII111_..� PROPOSED 9 LOT SHORT PLAT 3837 SOUTH 130TH STREET, TUKWILA WA 88188 S. 130th ST: ROAD & DRAINAG P1 AN A Dona' C OYA1R/APPLIOANT, BANNER BANK 3005 112th AVENUE NE BELLEVUE. WA GRO0L C .'d 1210 1E -57.05 LOT•7 "• RI M RIN■50.10 IE- 15' WIDE STO RAN • . STD DUAL RS 12 UNE D SD INST :OF :81 OR' FILE TY DWAWR BY •DATI 'APPROVAL CB. r4 - TYPE W. 1/4, : SECTION 6, TOWNSHIP .24 NORTH,. RANGE .0 EAST, . W.M. • RIVERTO , DITION .. I TI Mu IE -76.4 IE -76.6 .B BENCH MARK (SS NH N0.7 PER.VAL WE • S EWE 0T ) .... � RIM-60.4 IE - 71.3 12 MO IE ■71.4 - 12•E (EX NOTE: OVERHEAD unums ALOHO SOUTH SEE OF SOUTH 10th ST. TO BE PLACED 25' ' $ • 25' PAVEMENT SECTION: 15.5' 5.0' 26' 5.0� 5.5' 3'. cues 'B' A/C 0.5' 4 25% S Maga ROAD CROSS . SECTION B -B FOR PUBLIC ACCESS ROAD NO. SCALE a Tali.00.i � I�, _ TYPE i .: . ' IE (1'NS.1M). d �.�_ I ®® � . , -- um PUBLI LE ismallmm 8/17/04 RN ' PARNELL COMPANY CP111. ENGREERIFERGUNEERING MANAQEMEN - 442E -1a7TH PLACE OE, 1e0AQUAH, WA 0e027 TELEPHONE: 425 /0434510 FAX: 425/041.5095 IjT ( I 'I m 111 '1 Inch 1/16 a L f - , .,V 1 IL 4I IIt 11 111 .1111111111.1ll11.I I I11.1111111I 1 1111, I Ill101.1 N 11.1.11111111 'Ili I!In l i111lIII lI1111�11 IIIIIII�IIII�II11�1IIII1111 IIIIII111111I .1111 _. PROPOSED '.9 ..LOT' SHORT PLAT 3837 SOUTH. 130TH STREET, TUKWILA WA' 98188 OWIKR /APPLIOANT: PUBL ACCESS ROAD ROAD 8 DRAINAGE PLAN 3 PROFILE L03 -047 BANNER BANK 3005 112th AVENUE NE BELLEVUE,: WA. 98004 425/578.4307 `rl?►•91S!_7:�91. •p 'b.. .- OAT S 11[/r 2l r wn : avwa If _Ls_ pELU ®M MM IPPOWED 6 0 •- _ AL NOT : • • • • . • :• 1. •Nlroonetrustion shell be in WIIINVOMPO WM the tOrq count Y Code (ecc), King Count> Rood Standards ioniser. U ox_. It shall be.the son implant and m ession profal M niser. to cernsat'any " : . OCRS). Ong county Sudan nortisreiltilylisim of the il(CC1111139) and the °sedition. of 'peearn9ery subdivision-. ' • . o • ' error, omission, or varlation.frOM oboe* Non 9 these ploii. corrections shall be at no : • •••• . . w' . 2. : .1 . 11. dollen Oilmen' Within these them hive been neleind onerding to the Kley:Orronty Department of::: Devaiopment all Erivlownentei lociess-(09ES) EnglnesrIng Review aheoldist. Some *men. may have been . • .: •overboMd or•eniseed by the. OM pin ettewer. My totems iron Mooted 'Mooned. is not ok.d unless ' : 3 . Moroni of 'thle:mod, grading; set Innen Win does mil' coediting an Marmot al any ether • • construction (e.g., domestic water. corresporem amet conveying, gas. siontain, . " • • • 4 : •Moro aiy •corogionon err develipment intlxity, a muting g must .b. MSS beronn the ..*: 00ES • Land Un Inspection :Seaton, the Isalkont,. and the PcIrtheant's Cimetruallai annowitathis., ' .•'•• • • . . : 5 '&•copy of tine. Miensd plans must is enthe site whenever aenstructio. I. in progress. • •• ::•• ;• • . •: •ConetruoUon noise shod in•Imitst intnasolonce with King Count); Cada (SoatIon 12.88)1 normally, this I. • • . ' • 7a.m. to 10•pm. on moneys and:11 en. to 10 p.m. en•yeekende. • . : . _ . „• . •. . .. :• • . . . . , . . _ .. ,..•. • • , - ,. • • •• •• • . .. . '. 7.• R nail •b.' the zrsnelbally obtoln ON • osnetroctlen 'elements • necessary baton • ' • • :: Lt. Franchised utilise or other Instolletions that are nn on these optrzwod plans shillt bot. be . •• •• •• • .• • • ': '.. conniven un t less on approved On et "sum toot mist. al requirements of RS Chapter 8 I. submitted to :',• . . • . ''""'" , .. . .. .. . . .• •.• L '. Datum nollbe•KWO . 119111 ulnae othentio ..proved by OCES. , '" •, • : ' ' . ,' : • • - '•• ' r ; -, 7 .. - •. , -'•,, . ... . . , . • • • •• • , • •'• 10. Groundwater system consinnUenndt be within a right-of-way or appropriate trainees easement, but .• • ' • • 'not underneath the roadway esonon. M frOundweter systems mat be constructed. In anordanos with-ftation • • ; . • 81 102 of the-APWA Standard. Spealliestben. . . • , . • , . . . . '... 12: M .roodweri ingrate 'NMI be isoldlin 'on connoted to 95 ...mint dimity (WSOOT 2-011.3).',: . ....i . •• ::''.":.', ' , ', 13: Open cutting of otiong roadways 9 •not. filmed mans specifically appealed by 00 and' noted on these , . ...... . •• ' approved ploys. My open outsholl be .restered in accordance. with MRS 8.03(8)3, • . :••• . • • : • • , •• . . . . , . . . . , • • • 14. TM Contractor shell b. reenneibis for providing safikonis safety 'dieowt, protective • • equipment, flail.". and any other mend Miens to• protest the II., health. and safety -of the pun.: ant -' . • to protect proper* In. connection with the polonium of. work govern by tat contractor. My . work within • ' . , • the heroin right-kJ-my that may intsnupt.normel trona flow. shell require at nest ono flogger .for son . .• : '. :lane of• traffic - affected. Seettlan• V-07.23, "heft Cantr;o1 the WSOOT Standard Speolflealons ehoN apply ••••• : , :.: • , IL-Contact liCOOT et 91.. (2010•211111711915 fir relnatIs . of oll. signs. In ca unq R/V1.•'. ' • • . • . . , . . . . . • . . . . . . , • . . . . . • ' • 1. Proof of kink Insurance shall In subnOtted to COES prior to the preconstruction meeting (KC • ' • . • • 2. pipe and oppurtenenoso stag be isil en ,o properly 'morsel foundation in ciarordange with WSDOT ' 702.3(1). ml. shoN, Include Wrong and ownpectIng the trench bottom. the top of the foundation mann" • and orf requIred bedding 'to • mitten' "reds me that the "Mrs pipe Is Impeded by a uniformly am. 1 St..I , pipe aids be emorind end hen. asphalt triiatinint /1 'or better l.eityrisnd ouisos DtcRs 4.. NI drainage structure& •such as catch Wine ondneinholn.'en located main .a traveled roadway ar •.• • • • • S.' M cat ch. basin grates ant Contort:1'10.101S treeing 2 .2-17111; 2-819: or..2-020, and - • • sal include the stomping '0U17/AL 10 STREAM, .01.119 and "Properly of King County' (KCRS ' • . • e. AN. dehisiay online loaned .Within. Kirro.Caunty right-of -itay.noll lee at 'aidlialent nroth to yerovide i• • minimum 3:1 elope. from the edge el the Money' to they bottom at ths• ditch:. Culverts shall have beveled.' • end :sections to match . .the side • "ape OCRS .7.03(1); .• Deming Na. 2.4101),.. .• , : 7: ' Rock:for IMO. peotscUon .of.1roteley •whsre • reaulrod: mist be Of 'sound • Maity rock. - pined • • a depth. of I toot. and mint Most the finning spectionlarist. 4 pawing; 2* reek/30 • „ • • teeing. and. 2"..minue rock/10-209 passins: shalt be in oacardanO.o with KCRS 7.02(8),,Drowing. ..••• , •• . . :• „. • • • • • . . •••••••. •• . „ • .: — •• . . S. • lirainom Outlets (Stub Is Provided' for •each : Individual tot. eicipt for non its approved for • ' ' .•::infiltratori by King County. • • a) Each outlet bl suitably lacelsd Owen siention on the .19: so is to sennotill furors roof ... downspouts. and footing drains,. delve:mm:9n desire, and my other anon or subsurface drains neonsory .•• to render the. lots suitabt e. for their rided• use. Esah outlet shall have free-flowing, positive drainage to . an. approved stormeater oanveyonae or tione appeoved.outfell lointloo• • • • . • • • '• • ' • • . , OiltMe: 'Oet .ant no. •M withe flveieet 2 a a.. stoke :marked .lotann" or "droln". TIi. • •• ' etub-out shall extend above surface level, be and..be noon to the stL al••. ' • • • ,••'• • • • • ••••..„ •• • . . • ..'•'•••• . • ', • • ..• ••••••.-.. I m Plpe material Omit conform- to • unbends speolisateris •Menitise In. MRS 7.0L If non-metoillc.' Um pipe • : . .d);Oninage.easements on required' for drelosp systems. designed' to 'convoy fine 'through Inalv9uol lots. • •• .. e).lbs• Ismithent/Conlroctht is I...fiord/We far coerdiristhig the locations 'Vat:stub-out conveyance lines with:, • .• • 91.Indlettual stub=route Neill be pavan, owned; and' indintainn Mtn tai thirmowner. • • • .• • • • • ., L '• • ' • • ' " • • ' • • ' •• . . • • . • ' 1. fI1N -ors *rdard mid sne aietrati frnprodnvints • for stnicturn ouch as Midges. vaults,' retinnintesiiii require aseporote review old . ..prowl by DOES prior to construction 2. • Ronades ors considered to ba el nettled of bank irtabinaton and erindad "MOM. .Rninies•shoN Not .. • . be constructed to HAS as: retaining wells.. NI roondee In County rood eight-of-my shalt be constructed In • •• accordance with KCRS drawing numbers. 5-004. 5-005, 5-008,• and 5-007. MOM.s outside of road •. • right-al-way shall be constructad•Xt•aaaromaswoh the Uniform Dining Cods., •-. „ • . ' IMMO. ' . • . • • . .• , • • ' - • . - • • . • . „ • .. . • • • • • . THE CITY 60 lUeNLA FOLLCSA3111E NOS KING COUNTY SURFACE WATER DEBION MANUAL PLEASE REPLACE REFERENCE TO KMQ COUNTV WM4 • • • • • " . • • • . : • . • • ' • ' , . 'MIAMI RV OAT! APPROVAL 1 .•a,• . room mot IT AT M. caar-l;� C99INUMON • 0atiorwor Lvu IMC1F . 1117. CoLVNISM MK; SI ACCORDNICE NOM if MI. 11:111ILy1111no 4 274. 011919297 VIEL . - MAU. wAumu 1. • . 4. ounrr a. N ow= io cougar in KKR P TON A STAMM) 03UPUNO NINO root 00119.10AMO OCTAL • : • NFL ON Olaf= IMO 119 liii. Cf COMTE PPL . • • •, • • , • • , • SHALL IC lit sIo . All NC INTM. MUT •: • & ME /NO IA0001 ON.Sim OMR SO 11OT: • A. ClEMOUTOOM WINE 19011 TOP.' C, • ME CNIAI er CURL • • • NM CUM PIM TO 9.9 SI00Th 0. COWL TO • MOKNETE PM LO. LEM 1/4.. ' S. '11931-011110E 11.80m 1/KT SC LOCATTS ea siniti ca • Nit. ON On 90C or NKR TO MUNE L400111 • .• • • I FFFIIII.ITTIITrfTril,!)::1 . 1.1 : 1 , 1 . 1 . 1TH.11•11•1•11 . 1111:1.11,1: 11.11:11[ITTITI 1., '.Inch 1/16 • • ' • .'• 51 61 •I w0.. 1/4, SECTION. 5,; TOWNSHIP . 24 - NORTH, RANGE 6 :EAST,,. .! Ri4ERTON' , . . I " • " s/17/9 I 1 . VY9 " L i r I I I ,}11 ifil 11 1.111 1111.11.11 1.111 1.1111411 1111 1111 '111.1.11J.1 1111 1100111111111 1111 0 iorwiert rarimacoo. Jam soot 0 • . RN PARNELL COMPANY CIVIL ENGINEERS-ENGINEERING MANAGEMENT 4422-187TH PLACE 8E, ISSAQUAH, WA 98027 TELEPHONE: 425/848-3880 FAX: 428/841-5095 PROPOSED 9 LOT. SHORT PLAT 3837 SOUTH 130TH STREET, TUKVALA, WA 98168 OWNWAPPLICIANT: BANNER*. BANK • 3000 112th AVENUE NE: • BELLEVUE, .• WA 98004 425/5764397 .• 1.■ • 111 MO MI MB TREE STAKING DETAIL • • EtWatirv. PLEASE CALL' 24 HOURS. BEFORE DIGGING ONE CALL UTILITY LOCATE '1-800-425-5555 PERMIT REVIEW SET ONLY - NOT FOR CONSTRUCTION UNTIL APPROVED SY CITY OF TUICWILA NOTES & DETAILS L03-047 • • 1541-3122.2&..2COS OWNS re attune WI me APPINMO 6 13 • DRAWN IV HOUSE RIVERVIEW TAX LOT NO.' 16 0021 ac*OEPPEL, nos N. NOO16'2019 - FDI+ STONE YON W/'X':, 0.6 SELOWSURFACE .: . SW CORNER C.C.LEIW6 DONATION LAND CLAN . 0IEPLAT Si +RIVO:R3DDlE OOMTERi 3M4J 'TRACTS:,• • V 17 "::.PAOL 1S UM • CLEARING NW;;1I4p 15, ...TOWNSHIP "24: NORTH,:;RANGE 8 EAST, W. . 7,' MEASURE. • .. '2106.54'. PLAT OF ROBINS ORCHARD A D D. : I RIVERTON ADDITION .HOUSE ' .,6 BENCH MARK (SS Mil NO.7 PER VAL VUE SEWER PM) IE - R154.80.4 - / IE +71,5 12'W (EX IE +71.4' -'12'E (EX) IE +78.6 IE -69.6 w . IS' lam' APPROVAL 37TH.: AVE. "IL A. DAVIS REP. OF VOiACT :S IE 55.6 - S 55.3-1 RIVERSIDE , OINJTIER4DRBAAO TRACTS I IE aS 1 - S '' ,E 7 mum 3' : VOLI� el4 PANE 4S 40TH "AVE. '113.. 11ac 61.N5N chiE qqAATT pp�y Q LOtNtD ' P,t NAIL t FLASFa ll R NFAURMN CTS $13'f .O.41' MON TFtE01611CAL LOGTMIwI 1 . I -r. :I •' .I !II: III:�I1ILI1)11II1IiIJII�, Iiii_II�I� .iIII Inch . .1/18 1 i, \ r , o- i e, aetrz °- `3 _ : ^ :. 5 6 ; :1711. ;£Ir��.• Z 6V II " I I,I1I,LLLIJIII it IIIJlll1Illllllit /.11IILIi1.IIi iii Ii III!1!!I I111L II I/1II) IIII IIII IIII1__ ;. FOUND. CONCRETE • 61_L1 HN RN PARNELL COMPANY CIVIL ENGINEERS •ENOINEERINO.MANAOEMENT 4422.1S7TH PLACE SE, ISSAOUAH, WA 95027 TELEPHONE: 425/8434560 ' FAX: 425 541.5095 1 . Approval of this woolen and eedbnent Mete ESC) pion dose rat anM6uti on ea ,; • rood or adage design (e.g., as and. te of roa «oUsn roads, Nose, , mabbtu•, Phonate, rr ut9use, • etc.). .. . G»se � foaMNi 1M r" plans the applicant/ESC construction, upwMa WI construe • • 3... The Monads' of the clawing SmKs shown on this pion Moll be Melly flagged by . el pun* tepe (w fencing, If moulted) prior to awrtruellen. Outing the aartruMon pt .' garMa for Poring IlmRs duration P a construction. permitted. Tina Nearing Pats Mall be moNlelna y . • 4.. The ESC foIMlse shown.wi tNe . pm ion must be constructed o tnicted prior to or In conjunctive .. pow ee se to wrote that tot'tnempert of sediment to surlier waters, drain*. cyst - ptapwflas te mbrNdaed. 5: The ESC fNMtee Moon en this pion are tot mWmun requkeneMa for crU 1N$ed During the amverruallen and modified to period, chaskn9 as (e.0 enw�Ips, ac Mt lanes, eta.),. • . . . Ka NON [glass Awu •.a.rU The functioning. Ns inspected W en Moor* Moll oil M W 4 weekly r s of the�EN • wet. season (Oct:' to ApAl:30) and of monthly reviews during 1M dry seen (May 1 t 1 l -[nE Ii*1 . 7 My Prase of opined HM, biobrdrq roadmmy �• that vU 'ma di / 9 the P a t salon or man days during the dry now shall • be bmudiapy Mabel Man ESC methods ('4., seeding.. mulching, Natio sewing, eta).. . . I. My museums needing ESC muse not tegMdng ktenedlob attention shoe • be oddness .. days . . . S.. The ESC foc l's on lac lve Mee shoe b Inspected and mointolned, a minimum of within forty-M/M (46) hers following a Mean mat ' • • • • 10. Al no tine shoe more Men per (1 ) foot of sediment be oewed to accumulate wilt witch Moir and MPnesywl0e Snse wad be gamed prior to {wing. .The Mooning opera saimat -laden Pater into tho downstream system, , • 11. Stabilized ea+Mnrtten 'Mama and mods Mall be brtalled ot tot beginning: of co mobtohed for the duxMbn of the projct.. M tIo at measures, such as wash pads, to • erwe•Uiot al paved awe Pro hat clean for the duration of Um project. 12. My psrmwrnt flew 'entmI faoly used as o temporary settling bash shoe be mod : mammary eaten control museum and shall provide actuate storage oopoORy.. If the - ultNnMMy as an infiltration system, the ( fodaty must be yded se that . the 'E • at teat three feet above the Anal mods of the permanent foal*, • 13, Where Wow mulch for temporary erosion control is required. It shall be applied at of 2 to 3 inches. 14. Prose to t M the not •100011 (Oat 1), aM doturad a arsos• Mash bs rods ones was a in pmparolten 1st obtw rolls Ofsturbsd oruos eaS a lade tot beginning d the PM eeesar. A irapector mop The o( tira a area to M asesd and. thw to protect s�wlo waters, dlaert o w drainage remodel. • M or 2. Nog or fence clearing 3.' Post Notoe of Coati oUui Mtidty sign with none and phone number of ESC sups ' 4. Instal catch basin ptoteeton required. • 5. Ocade and Inatol. construction entrance(s). 6.. Install perimeter protection (eat face, brush barrier, ea). . 7. Construct pediment ponds ad trope. : • -: 6. Croft and etebaa anetrooton rood*. • a. Construct atlas water. controls (Interceptor dlbse, NM slope drabs, eta) simulton. trading • for project dmebpment . - t0. Mointeln arson control measures In *romance with King County standards -end. 0i • Relocate surface 11. Rebeets ewfase cote controls and erasion canard measures or Instal new meaew •conditions change the erasion and sediment .tawtrol is ohroye In occordaae with the KL Sediment Control Standouts. 1sCCaw ci •areas that ell le unwabd for more than sewn day, during the dfy eea during . Saban all or es i that f Maw, i fkt l P� wt do swan doge. - sheeting • or tC . eghd ' .14. Seed or sod any areas to remain unworbd for Moe than 30 ddoogyes,, cw 15. UPom congtettem M tot' project all disturbed areas mat be eebfazed end t M me .. removed if appropble. Tula THE C(fY OF TU(WLA FOLLOWS THE . INS KING COUNTY SUf DESIGN MANUAL PLEAtE REPLACE REFBRENCE TO ICPIO C - CRY OF TU(MM: FILTER DM WORK = n eIOE ROLLS. USE tcbrtSI OR ME RIM TO AM ON . . . WPC TO oat nral4 ri oat WC OR COWL rue wow OR [OVAL ALIEMM1Ea �S omega . SN PAVIILL CO. JAN seas FLIER PRICE DETAL NO WALE PLTEII PAM WOW es2Y14 ,s. es MLL It SCRS Of FLIP VC SURD= p' w • roe ',boo Pork OR [OWL &MOW PLEASE CALL 24 HOURS BEFC CALL UTILITY LOCATE 1 -8 PERMIT REVIEW SET ONLY - NOT FOR' UNTIL APPROVED BY CITY OF T PROPOSED 9 LOT SHORT ` PLAT ' 3837 SOUTH 130TH STREET, TUKWILA, WA 8811 OSFHSIR /APPNOA1171 TEMPORARY BANNER BANK EROSION & I 3005 112th AVENUE NE SEDIMENTATION BELLEVUE, WA 98004 CONTROL PLAN 425/570.4307 L09.047 , (SEE IVTE ;mkt 1) AVIV — : LOT 4 LOT .5 RIVERVIEW REFiLAT: TRACT 53 INTERURBAN TRACTS vow 17 OADE 15. WO, RZ1144.• S nshtt of./St . . • • NNW IC% Pim mesa./ . TR . :•••• SHRUB PLANTING 1 . • s CONIFEROti$ STAKING . . . . • IT.t • • • . • . • NOTES , • . • • . . .• • . • . • • .• •• . • liorAu. coMpoetiorte1401. 14 Rao A Cupid Y.4110 14 ALL TIlit lin' TS. INSTALL 3 tapir BANICALCH.R4 ALL :PLANT !WS • • • : • "IINOVIDg *NO ect; *Alt uerrnei.wmatiNrr. GIN ati:m..tio APC LARO11, , . 01174111. NIC2111:21 PERIM AND $1�4L RECOmp OrieficNIS. • IAA 10 ITCT Akr.f. Apo *fa. PAr.,J1J7e5 AM> tniumeop orr ballade •cccuies. • *paw OR itstAcE mom* 54719.46710k • • LOCATE Au: INX111511:045 tiorma 111164111 YOU Dr.;: • : masa' • 0050. 0:30130 . mot. moKa M pimp! Ionia ex 4014 15E1014 UM. 5916-4111 1440:411 (475)166-te4e • TAX No. tmi; Lot , 192 0025 R • iCHROEPOEL. JOHN M -" 4 RAbID IcHAEI. A. " DAVIS OEPLAt 1 5 tilA(.3 WI YOLU1 4 ' 45 MOE 49 4O? HAVE IVERSI6E .114TERURBAN s.: , I J•1•1!PI1: Inch 1/16 LN i.A11 - r • 014okt • : ‘: • LANOSdAPE PLAN : Ow= 15-20;0;4; • • • ; seal hr. • 4 . 0.131: • Annyeed er . • , ; - 1[111,11j11 111" ' I ... 41• 1 -\ ••• 51 • III' 11111111 11):1:111111111111111 - ' ;*- :": • .01 ili.11.6.11111111WIlifiliTitligffri!) . 41 ",.•••'. • :•• 25407 NE .27th •DR. ;REDMOND: :7/12o.4...k • 96053 ; : TEL .. 420 898-8833. :FAX (425 ) . 5884.2154 av • _AA i{.r:' : Kura illIWACt 111/ 001110 oocasnoN rriw c : RI . :REPLAT . •53.- RIV INTERURBAN TRACTS 17 • PAGE 15 • TAXi • a w a Lae . . •• Spns.•TO• fl sfnlB[i .. •. OOYp. TO rylya.wec Maui • ��....> :, feet • aitla • TREE • ]IETAIL Dta�it D251. • •A-:1.+ : :Isv ,t CONIFEROUS .TREE STAKING Kr& . ACER 10.1811821 'RED SINSEr -. RED EINSET MAPLE 2 IR' CAL. SPACING AS SWAN 1 : INSTALL it' CC11!06TEP'tOP80L. IN ALL PLANT CEDE Ar0 11 A Q1DIC YARD N ALL TIRE PITS. INSTALL 3'. mkpor .AIIKIMLCH N ALL "ANT CEPa • OVOyIo OGA4DR ota;TEAR MAIITTEN.IW ANFY. ON ALL.rLANT MATRAkIALS AND LAP*. 015YAN LL REQINREDi 1 PROvIOX'AU. REdI11ED 11,dSPECT1CMS. S! AND eRenECt ANY. ;dr4 N:L RACILITIES UTILITIES. F ANY DAMAGE OCCURS, . REPAIR 0R REI!L' ACE• To wags ERB 8ATIIF . . " LOCATE ALL t ibEiki 01314 And YOU DICs. KA° newer Mira sot Mk 1 . ��LOT�NO .. : ... • � , 0/0 -0033 . 1AX LOT T OF , e. TAX . N0. 192 1 LOT EACH •• • 142 • . : 0025'..... 5 , SCHROEPPEL, JOHN Y. • ' 4,.... kANb, ICNAEL A. DAVIt :R•tPLAt OF t ACt. 5 .. MR. MIIO 6041.T>: l motto ' riv iRrOi . e eox 41:00, seL•11"i . u►. E SO1, -4M • . ISete . 642S) xti -6e419 F21V RSIDE :INTERORBAN . TRACTS .. VOLUt1E r oAtt.:49:, I LIII.II T - Il Ii I I:I111(1I : I11 . Inch A . 1/19 1 i rG�r M 91 .. I1(111611111 11111 111111111.l1LILI1111111111.1 l 1161{41 • rowe•Pic taw • 6131 0.41' no* TNCOMICM. LOCUM 5 UNIT 61-10KT,PLAT LANDSdAPE. PLAN 111 I(1 1111I�1Fl .I(I Th III III I 1 1i , .I.Fl I ( I III Iti IIIfIi � I ) 4 ) I I 51 6 1 rw F 4 ..7i �f nihi � � 111111111 IJLI�II11 lLl.11l.�ll IIII�IIII IIII�III1 1111 Ili IIIIIIIII IIII�IIII 26107 NE .27th •DR.. REDMOND; : NA ; 98059 ::1BT.•• 485} 898 = 88,43•. :FAX (425) 888:2164