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17-104044CITY OF 4�� Federal Way February 20, 2018 FI�H 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor David Litowitz djlito@comcast.net Landmark Homes 2715 64"' Ave NE, #B Tacoma, WA 98422 RE: File #17-104044-00-SU; FINAL PLAT TECHNICAL REVIEW COMMENTS Retreat Meadows Final Plat Review, Federal Way Dear Mr. Litowitz: The Department of Community Development Services received your final plat application on August 21, 2017, for the Retreat Meadows Final Plat, a 56-lot subdivision in Federal Way. Upon receipt of the application, city staff reviewed the submittal packet for completeness based on the final plat submittal requirements for subdivisions under Federal Way Revised Code (FWRC) 18.40.020 "Final Plat." INCOMPLETE APPLICATION On September 14, 2017, the final plat application was deemed incomplete based on the four items in the City's September 14, 2017 letter. None of the four incomplete items have yet been submitted to the City or been completed. TECHNICAL COMMENTS The following comments represent the city's initial review of the final plat submittal. Please provide the following information as soon as possible in order to further process the final plat application. Due to the generalized and incomplete nature of the August 21, 2017 submittal, review of additional information may necessitate additional staff comments and/or plat revisions and request for additional/clarified information. Please revise the final plat documents or provide additional information in accordance with the following comments and resubmit five sets of paper copies of the revised final plat drawings and four copies of any supporting documents along With the enclosed resubmittal form. Planning Division Technical Comments Add a note about Landscape private ownership and maintenance of Tract D. Sample text as follows: Tract D is a Private Landscape Tract. A joint 1156 ownership interest in Tract D for ownership and maintenance purposes. Tract D may not be developed with any buildings or structures, may not be further subdivided and may not be used for financial gain. Vegetation removal in this tract requires approval from the Department of Community Development. Add a note to include purpose, ownership and maintenance of Tracts E and F. Mr. Litowitz February 20, 2018 Page 2 2. Add a note to include purpose, ownership and maintenance of Tract A — future access to east. Identify to City staff the proposed provisions to assure the property to the east has access rights to this Tract A. Also include in Tract A note: Start with language describing purpose of Tract A for access and, include vegetation removal in this tract requires approval from the Department of Community Development. Tract A may not be developed with any buildings or structures for use other than recreational purposes, and may not be further subdivided and may not be used for financial gain. 3. Contact me at 'rim.fiarris ci offederalwa .com or 253-835-2652 for inspection of the landscaping and any other improvements in tracts A and D. 4. The Public Works Department will inspect the street trees and landscaping in and around the stormwater drainage tracts. Contact Public Works Inspector to conduct this inspection. 5. Addresses must be included on the final plat map per FWRC 18.40.020(1) (m). A list of addresses for the lots as prepared by the City Building Division is enclosed. Add these addresses to the face of the plat map either in a table or on each lot. Also add the following note regarding addresses: "any addresses shown are preliminary only and subject to change." 6. The map on sheet two needs to include at a minimum: street numbers, lot numbers, tract number, tract purpose, lot size. 7. On sheet one, revise the signature block to Community Development Director. 8. On sheet one under Recorder Certificate remove at Request of City of Federal Way and add owner (name). 9. On all sheets add City of Federal Way File No. 17-104044-SU. 10. Remove one of the duplicate Department of Assessments signature blocks on sheet 1. 11. Include building setback lines on the plat map. See FWRC 19.05 Property Line definition for flag lot setbacks and see FWRC 19.200.010 for lot setbacks and corner lots. I suggest you send me a preliminary plan showing the BSBL's, for my review, prior to a full re -submittal. 12. Prior to forwarding the final plat to the City Council, please verify with King County recorder that the proposed name Retreat Meadows is available as the plat name. If this name has been previously used in King County, the County will not allow recording with this name. 13. Add a table showing the following: gross plat area; area of dedication for stormwater; area of ROW dedication; area of landscape, area of open space/recreation, net plat area in lots. 14. If construction of a new house on the site is started before recording the plat, then the structure must be shown on the final plat map and identify actual setbacks from property 17-104044 Doc I.D. 77298 Mr. Litowitz February 20, 2018 Page 3 lines. All existing structures must be shown on the final plat map, and shall identify setbacks to property lines. 15. Provide a copy of proposed covenants, if any. 16. Provide substantial completion letters from Lakehaven for Water and Sewer improvements. 17. Provide a current title report (2 copies), dated within 30 days of substantial completion / recording date. 18. Submit current year 2018 tax statement with assessed value of all properties. 19. Provide a calculation of proposed open space fee in lieu of on -site open space. Tract D qualifies as open space; therefore, the area of this tract can be counted toward the 15 percent gross open space. Payment of this open space fee -in -lieu fee is prior to recording the plat per FWRC. 20. Provide a letter or other documentation as appropriate from the Landscape architect or surveyor identifying the generalized location and planting of the required minimum 183 trees. 21. Traffic Impact Fee and School Impact fees are payed at building permit per FWRC. Public Works Department Technical Comments The following Public Works Department technical review comments apply to the final plat documents. Contact Kevin Peterson, Engineering Plans Reviewer, at 253-835-2734 or kevin Peterson(cityoffederalway.com regarding the items below. Prior to Final Plat Approval, the following items need to be addressed. Plat Improvements All plat improvements shall be complete and accepted by the City. Bonding for completion of certain items is allowed, per FWRC 18.40.040 Improvements — Completion or guarantee. Plat Documents 1) Provide 2 sets of lot closure calculations for all new lots and tracts, sealed by the PLS; 2) Use the City's Dedication language (enclosed) on Sheet 1; 3) Devise the year on the signature lines to 2018; 4) Enter the City File number in the space provided at the bottom of each sheet; 5) Add a `date of drawing' on each sheet; 6) On the overall map on sheet 2, show (with dashed/dotted lines) the property lines of all surrounding properties adjacent to the plat, and include any subdivision names and/or short plat numbers, as applicable; 7) Add all lot and tract numbers, street names (numbers), and monuments, on sheet 2; 8) On sheets 3-7, show all building setback lines (BSBL's) on all lots, and include `typical' BSBL dimensions in at least one place on each sheet; 9) Show all easements, and include dimensions and provide a description/purpose of the easement; Doc I D 77298 17-104044 Mr. Litowitz February 20, 2018 Page 4 10) Indicate the purpose for all tracts (i.e., open space, storm water, access, utilities, etc.) and describe whether private or public; 11) Show all street monuments, on both internal (new) streets, and those monuments set in SW 356t" St and 15t Ave S; 12) Provide copies of water and sewer systems substantial completion letters from Lakehaven Water and Sewer District; 13) Provide individual legal descriptions and drawing exhibits for all rights -of way and tracts that will be dedicated to the City of Federal Way. The exhibits shall be prepared in accordance with King County recording standards, as they will be used in statutory warranty deeds that the City will prepare; 14) Provide a space on the appropriate plat pages for deed recording numbers for each right-of-way and tract that will be dedicated to the City (see enclosed example). CLOSING Upon substantial completion of the project infrastructure, and compliance with applicable FWRC requirements, the final plat application will be forwarded to the City Council's Land Use and Transportation Committee (LUTC). The LUTC will review the final plat and make a recommendation to the full City Council. The City Council will make the final decision on the plat application at a regular City Council meeting. Please be advised that staff reports to the City Council and council committees are required to be prepared approximately two weeks in advance of scheduled meetings. Therefore, once the project is determined to be substantially complete, processing and scheduling the final plat application will take a minimum of four to six weeks, in part due to the monthly LUTC meeting and bi-weekly City Council meetings. If you have any further questions or need any assistance, contact me at 253-835-2652 or jim.harris@cityoffederalway.com. Sincerely, Jim Harris Senior Planner c: Kevin Peterson, Engineering Plans Reviewer Sarady Long, Senior Traffic Engineer enc: Resubmittal Bulletin Dedication Language Deed Recording Space Example Address List 17-104044 Doc. I.D. 77298 CITY OF 4s. Federal flay DATE: January 19, 2011 TO: Cary Roe, Director of Public Works and Parks FROM: Matt Herrera, Associate Planner MEMORANDUM Community and Economic Development SUBJECT: Open Space Fee -in -lieu RETREAT MEADOWS - (08-101729-00-SU), 35615 3RD AVE SW Please find the enclosed formal request to provide the city a fee -in -lieu of the 15 percent open space set aside. The applicant proposes to provide a 2,845 square foot landscape buffer along SW 356`h Street which Federal Way City Code allows to be calculated as provided open space. The applicant has requested the remainder of the required set aside, 14.56 percent, to be provided as fee -in -lieu. Community and Economic Development staff request written acceptance or denial of the proposed fee -in -lieu for the public record to be presented to the Hearing Examiner and City Council. Please let me know if you have any questions regarding the open space issue or the overall project. CITY OF A. Federal Way Parks and Facilities Division Date: February 7, 2011 To: Matt Herrera, Associate Planner From: Stephen Ikerd, Parks & Facilities Manager Subject: Fee -in -Lieu approval Following consideration of the open space and recreation requirements of Federal Way City Code 20- 156, the parks dept. accepts the applicant's fee -in -lieu of open space proposal for the Retreat Meadows subdivision; (08-101729-00-SU). It is understood that at the time of this request the fee -in -lieu is calculated at 14.02% of $745,000 (2011 assessed land value of existing undivided parcels) for a total fee of $104, 449, which could change at the time of final processing. Cc: Cary M. Roe, P.E., Director of Parks, Public Works and Emergency Management. Doc. I.D. March 9, 2018 Jim Harris, Planner city of Federal Way 33325 81h Avenue South Federal Way, WA 98003-6325 Review of Tree Replacement Plantings at Retreat Meadows in Federal WOKWR Dear Jim, The purpose for this letter is to summarize my visit to review the tree replacement planting installation at the project listed above. My visit occurred on March 9, 2018 at 10am. I have created an As -built Drawing that shows the approximate location of the replacement trees (shown in red) installed to date. The tree quantities and size meet or exceed those specified and required based upon approved submitted landscape plans. Feel free to contact me if you have any questions or comments. Thank you, STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT CRICWILLIAMS CERTIFICATE NO. 775 Eric J. Williams, Landscape Architect 1933 Dock Street, #413 Tacoma, WA 98402 253-678-4173 Attachments: Tree Replacement As -built I € yM '7(eM lejapaj MOQ d3 W lb 3LI132i [N9:li5 NV[Y-A051{YF1'!IM .R T', � J L W r�, i , ! ri` s_ r ~ flt 1 FJ �5:e !� r '(d j x9d'; ill yyy °g 5 N i � �-I�r�yk O e ya A_e � I e.11l �t 0LOT 3~~ I 2,sys sr -_ yy LOT2 a ,"35F 9 025 SF 1 0,3 SF • I },. LOT 0 xde �a4 s LOT, :,251 _SF LOT 12,. ]._aT Sr • ` V • 4 y age ��F��=� r` t i I• ! I •41 �� II f� Itl .JT 19 OT20 „195F 1OT21 J95F LOT22 7,'2115F LDf'3 1a1 S aLLJ Lu Lu W 3 m _ v U w o u ' INF 11 Z O U w z r rri < z = I W w gO ¢ w , 2 I =o a w Iri i J 30 3wp�� or�a LL < o $$ 7 awm¢ g7 �° o °w is$aooa~ o o Q Vs= off Z% ^_ Q in jig 3 ^ wW T. w awn3� 3€a��<�= < o q tw me S ,218 sF J,_1]SF ],200 SF t216S LOT53 _ SLOT 3� LOTJI LOTSa 2,216 SF .-200 SF LOT 13 94 Sf n �,.�• _7e ,f LCT 32 � _ LOT 31 „ x�0 ? O 3 m (d1 - - - - `m o RSm N w �2 W Lu Zo 6 D y W = G m a oa - c w n�\ n� a �� 3 m~ ' m w C a¢4U A 3: ¢ Z¢LL ao� m - - - - ¢ H ¢N G - m U a ti E - - t - oa a j5 2 ti 10 N LJ' o LW ❑ Lakehaven WATER &SEWER DISTRICT 31627 1st Avenue South o P.O. Box 4249 a Federal Way, WA 98063-4249 253-941-1516 Federal Way • 253-927-2922 Tacoma a www.lakehaven.org April 9, 2018 Brain Davis Community Development Department City of Federal Way 33325 - 8th Avenue South Federal Way, Washington 98003 RE: Final Plat Approval Status Retreat Meadows Lakehaven Project No. 6314010 Mr. Davis: This letter serves as a status report to advise the Federal Way City Council on final plat approval for the referenced project. The water and sewer systems for this project are substantially complete. Lakehaven will allow four service connections for the model homes at this time. The remaining properties of this project will allow their service connections after Lakehaven receives a copy the recorded plat documents. Terms of the referenced agreement with Lakehaven Water and Sewer District provide for final acceptance of construction of the water and sewer facilities for the project. Please do not hesitate to contact me, if you have any questions. I may be reached by phone at 253-946-5406 or by electronic mail at jjensen@Lakehaven.org. Sincerely, ohn A Jerrsen Engineering Technician II c: 356th Street Mgmt, LLC ec: DE Mgr Jim Harris From: Jim Harris Sent: Thursday, April 26, 2018 1:48 PM To: Camille Washington(cwashington@beylerconsulting.com); djlito@comcast.net Cc: Kevin Peterson Subject: Retreat Meadows Final Plat Attachments: 20180412070659.pdf, 20180412070712.pdf Camille and David: David: My whole packet with staff report to the LUTC is completed and has been signed by my Director and the Mayor, recommending approval of the final plat. LUTC is scheduled for Monday 5-7-18 at 5PM. After LUTC, then on to final Council approval scheduled for Tues May 15. City staff is not going to do a letter review. Below are comments that Kevin Peterson and I have that need to be addressed on the final plat map, in addition to any changes you are making for Clint@ at King County. Create an access easement over Tract A, for the neighboring property as has been the plan. I would also suggest the landscaping comment about Tract Abe made secondary to the access on the plat map for Tract A. Modify Tract A language on sheet 3 as well as on the note on sheet 8 for Tract A. (Previous comment from City staff on this subject as follows: City staff is concerned with the proposed language in the Tract A note on sheet 8 of the final plat. We don't see language that assures access to the adjacent property over Tract A. City staff wants to make sure this Tract A is appropriately identified, conditioned and set up to provide for future access to the property to the east. City staff suggest that a private easement be placed over and demarked on the Tract A and the access easement be conveyed to the adjacent property both on the plat map and in a separate easement document). 2. 1 suggest you make a sign easement area within Tract D for a future entry sign. Comments from Kevin Peterson: Please have Beyler provide the following: 3) Legal Descriptions (Exhibits A) and drawing Exhibits (Exhibits A-1) for the following: a. All rights of ways to be dedicated to the City, not otherwise provided in their last submittal (essentially this would be for all the rights of way on the Landmark -owned properties); b. Storm pond tracts B and C; 4) Provide a Recording # space on Tracts B and C, per the attached; 5) Include the attached Planter Strip Maintenance Responsibility note to Sheet 8. 6) 1 am also waiting for the as -built drawings to be submitted. All construction -related items have been addressed. Let me or Kevin know if you have any questions. Jim Harris Planner c rr w Federal Way 33325 8'� Avenue South Federal Way, WA 98003-6325 Phone:253/835-2652 Fax: 253/835-2609 www.citVoffederalway.com WF BEYLER CONSULTING March 12, 2018 Jim Harris, Senior Planner City of Federal Way 33325 8t" Avenue South Federal Way, WA 98003 Jim. Harris@cityoffederalway.com 'RE Li'D�i 117 ED MAR 12 2018 CfTY OF FEDERAL WAY _COMMUNFTY DEVELOPMENT RE: File #17-104044-00-SU, Final Plat Technical Review Comments Retreat Meadows Final Plat Review, BEYLER CONSULTING Job No. 16-394 Jim: The purpose of this letter is to address your review comments dated February 20, 2018 on Retreat Meadows Final Plat. To expedite your review and approval of the subject plans, below are our responses in bold, with your comments included herein for reference: Planning Division Technical Comments: 1. Add a note about Landscape private ownership and maintenance of Tract D. Sample Text as follows: Tract D is a Private Landscape Tract. A joint 1156 ownership interest in Tract D for ownership and maintenance purposes. Tract D may not be developed with any buildings or structures, may not be further subdivided and may not be used for financial gain. Vegetation removal in this tract requires approval from the Department of Community Development. Add a note to include purpose, ownership and maintenance of Tracts E and F. RESPONSE: Note has been added - see Tract Conveyance notes on Sheet 8 of S. 2. Add a note to include purpose, ownership and maintenance of Tract A - future access to East. Identify to City staff the proposed provisions to assure the property to the East has access rights to this Tract A. Also include in Tract A note: Start with language describing purpose of Tract A for access and include vegetation removal in this tract requires approval from the Department of Community Development. Tract A may not be developed with any buildings or structures for use other than recreational purposes and may not be further subdivided and may not be used for financial gain. RESPONSE: Note has been added - see Tract Conveyance notes on Sheet 8 of S. LAKEWOOD OFFICE 5920 SW 10011 St. Suite 25 Lakewood, WA 98499 phone: 253-301.-4157 fax: 253-336-3950 beylerconsulting.com SNOQUALIMIE OFFICE 35312 SE Center St Snoqualmie, WA 98065 phone:425-392-8055 fax:425-392-0108 Plan. Design. Manage CIVIL & STRUCTURAL ENGINEERING I LAND SURVEYING I PLANNING PROJECT MANAGEMENT I FEASIBILITY I PERMIT EXPEDITING 16-394 Retreat Meadows Response Letter 03.06.18.docx 3. Contact me at iim.harris@cityoffederalway.com or 253-835-2652 for inspection of the landscaping and any other improvements in tracts A and D. RESPONSE: To be taken care of by owner/developer. 4. The Public Works Department will inspect the street trees and landscaping in and around the stormwater drainage tracts. Contact Public Works Inspector to conduct this inspection. RESPONSE: To be taken care of by owner/developer. 5. Addresses must be included on the final plat map per FWRC 18.40.020(1)(m). A list of addresses for the lots as prepared by the City Building Division is enclosed. Add these addresses to the face of the plat map either in a table or on each lot. Also add the following note regarding addresses: "any addresses shown are preliminary only and subject to change." RESPONSE: The address table has been added — see Sheet 8 of S. 6. The map on sheet two needs to include at a minimum: street numbers, lot numbers, tract number, tract purpose, lot size. RESPONSE: The map on sheet two has been revised to include: street numbers, lot numbers, tract numbers, tract purpose and lot size. 7. On sheet one, revise the signature block to Community Development Director. RESPONSE: The signature block has been revised as noted. 8. On Sheet one under Recorder Certificate, remove at request of City of Federal Way and add owner (name). RESPONSE: The owner's name has been added to the Recorder Certificate and City of Federal Way has been removed as requested. 9. On all sheets, add City of Federal Way File No. 17-104044-SU. RESPONSE: The file number has been added as noted. 10. Remove one of the duplicate Department of Assessments signature blocks on sheet 1. RESPONSE: The duplicate signature block has been removed as noted. 11. An updated Landscaping and Irrigation Plan shall be submitted for City review and approval. HC Page 2 of 5 BEYLER CONSULTING RESPONSE: The Landscaping and Irrigation Plan were submitted directly to Jim Harris separately by the client. 12. Prior to forwarding the final plat to the City Council, please verify with King County recorder that the proposed name Retreat Meadows is available as a plat name. If this name has been previously used in King County, the County will not allow recording with this name. RESPONSE: Forthcoming. 13. Add a table showing the following: gross plat area, area of dedication for stormwater, area of ROW dedication, area of landscape, area of open space / recreation, net plat area in lots. RESPONSE: A table has been added — see Sheet 2 of S. 14. If construction of a new house on the site is started before recording the plat, then the structure must be shown on the final plat map and identify actual setbacks from property lines. All existing structures must be shown on the final plat map and shall identify setbacks to property lines. RESPONSE: N/A 15. Provide a copy of proposed covenants, if any. RESPONSE: N/A, none proposed. 16. Provide substantial completion letters from Lakehaven for Water and Sewer improvements. RESPONSE: Forthcoming. 17. Provide a current title report (2 copies), dated within 30 days of substantial completion/recording. RESPONSE: Included. 18. Submit current year 2018 tax statement with addressed value of all properties. RESPONSE: Current tax information was submitted separately, directly to Jim Harris by the client. 19. Provide a calculation of proposed open space fee in lieu of on -site open space. Tract D qualifies as open space; therefore, the area of this tract can be counted toward the 15-percent gross open space. Payment of this open space fee -in -lieu fee is prior to recording the plat per FWRC. 3: Page 3 of 5 BEYLER CONSULTING RESPONSE: To be calculated by Jim Harris per client. 20. Provide a letter or other documentation as appropriate from the Landscape architect or surveyor identifying the generalized location and planting of the required minimum 183 trees. RESPONSE: To be submitted separately by the client. 21. Traffic Impact Fee and School Impact fees are payed at building permit per FWRC. RESPONSE: Noted. Public Works Department Technical Comments: 1. Provide 2 sets of lot closure calculations for all new lots and tracts, sealed by the PLS. RESPONSE: Provided. 2. Use the City's Dedication language (enclosed) on Sheet 1. RESPONSE: The Dedication language has revised on Sheet 1 of 1. 3. Revise the year on the signature lines to 2018. RESPONSE: The current year has been revised on the signature line as noted. 4. Enter the City File number in the space provided at the bottom of each sheet. RESPONSE: The City File number has been added to the bottom of each sheet. 5. Add a "date of drawing" on each sheet RESPONSE: The "date of drawing" has been added to each sheet. 6. on the overall map on sheet 2, show (with dashed / dotted lines) the property lines of all surrounding properties adjacent to the plat, and include any subdivision names and/or short plat numbers, as applicable. RESPONSE: Sheet 2 has been revised to include the requested information. 7. Add all lot and tract numbers, street names (numbers), and monuments, on sheet 2. RESPONSE: Sheet 2 has been updated to include all lot, tract and street information as noted. 6 17 Page 4of5 BEYLER CONSULTING 8. On sheets 3-7, show all building setback lines (BSBL's) on all lots, and include "typical" BSBL dimensions in at least one place on each sheet. RESPONSE: Sheets 3-7 have been revised to include the requested information. 9. Show all easements, and include dimensions and provide a description/purpose of the easement RESPONSE: Easements and dimensions along with descriptions/purpose have been added to the map. 10. Indicate the purpose for all tracts (i.e., open space, stormwater, access, utilities, etc.) and describe whether private or public. RESPONSE: The Tract information has been added to the map as noted. 11. Show all street monuments, on both internal (new) streets, and those monuments set in SW 356th Street and 1st Ave South. RESPONSE: All street monuments are shown. 12. Provide copies of water and sewer systems substantial completion letters from Lakehaven Water and Sewer District. RESPONSE: Forthcoming. 13. Provide individual legal descriptions and drawing exhibits for all rights -of -way and tracts that will be dedicated to the City of Federal Way. The exhibits shall be prepared in accordance with King County recording standards, as they will be used in statutory warranty deeds that the City will prepare. RESPONSE: ROW legals and exhibits are included for your review and deed preparation. 14. Provide a space on the appropriate plat pages for deed recording numbers for each right-of-way and tract that will be dedicated to the City (see enclosed example). RESPONSE: A space for the deed recording numbers has been added to the appropriate map pages. If you have any questions or need additional information, please feel free to contact me at (253) 301-4157 or TStory@)BeylerConsuiting.com. Respectfully, TrivetSt rys, E. Assistant Engineering Director Beyler Consulting, LLC v I , Page 5 of 5 BEYLER CONSULTING Stewart titles ENDORSEMENT 1 ATTACHED TO POLICY NUMBER G-6329-8791 ISSUED BY STEWART TITLE GUARANTY COMPANY File No.: 01148-71042 The Company hereby assures the Assured that, subsequent to the date of the Guarantee issued under the above number, no matters are shown by the records which would affect the assurances in said Guarantee other than the following: Exceptions Nos. 1 through 4 have been amended General taxes: First half delinquent May 1; Second half delinquent November 1 Year: 2018 Amount Billed: $3,113.85 Amount Paid: $0.00 Amount Due: $3,213.85, plus interest and penalty if delinquent Tax Account No.: 320104-9021-01 Levy Code: 1205 Land: $223,000.00 Improvements: $0.00 (As to Parcel A) General taxes: 'First half delinquent May 1; Second half delinquent November 1.- Year: 2018 Amount Billed: $3,060.37 Amount Paid: $0.00 Amount Due: $3,060.37, plus interest and penalty if delinquent Tax Account No.: 302104-9058-07 Levy Code: 1205 Land: $212,000.00 Improvements: $0.00 (As to Parcel B) General taxes: First half delinquent May 1; Second half delinquent November 1: Year: 2018 Amount Billed: $1,616.72 Amount Paid: $0.00 Amount Due: $1,616.72, plus interest and penalty if delinquent Tax Account No.: 302104-9082-07 Levy Code: 1205 Land: $116,000.00 Improvements: $0.00 (As to Parcel C) General taxes: First half delinquent May 1; Second half delinquent November 1 Year: 2018 Amount Billed: $3,177.70 RESUBMITTED Amount Paid: $0.00 Amount Due: $3,177.70, plus interest and penalty if delinquent Tax Account No.: 302104-9020-02 MAR 12 2018 Levy Code: 1205 Land: $228,000.00 CrrY OF FEDERAL WAY Improvements: $0.00 COMMUNITY DEVELOPMENT (As to Parcel D) File No: 01148-71042 STG CLTA Date Down Guarantee End 19 Page 1 of 2 stewart title - This Endorsement is made a part of said Guarantee and is subject to the LIABILITY EXCLUSIONS AND LIMITATIONS contained therein. The total liability of the Company under said Guarantee and under this endorsement shall not exceed, in the aggregate, the amount stated in said Guarantee. Date: February 28, 2018 Signed under seal for the Company, but this endorsement is to be valid only when it bears an authorized countersignature. Authorized Countersignature �C,tfagq� Matt Morris .. Zp0 N'\ President and CEO 1906 Denise CXrraux Secretary For purposes of this form the "Stewart Title" logo featured above is the represented logo for the underwriter, Stewart Title Guaranty Company. File No: 01148-71042 STG CLTA Date Down Guarantee End 19 Page 2 of 2 Stewart title SUBDIVISION GUARANTEE ISSUED BY STEWART TITLE GUARANTY COMPANY Guarantee No.: G-6329-8791 Order No.: 01148-71042 Fee: $400.00 Dated: July 12, 2017 at 2:45PM Stewart Title Guaranty Company (the "Company"), guarantees the County of King and any City within which said subdivision is located in a sum not exceeding $1,000.00 that, according to those public records which, under the recording laws, impart constructive notice of matters affecting the title to the land included within the exterior boundary shown on the map of the subdivision, the only parties having any record title interest in said land whose signatures are necessary, on the certificates consenting to the recordation of said map and offering for dedication any streets, roads, avenues and other easements offered for dedication by said map as referred to in the guarantee. Crr1 Z71 7 -V� Authofted Countersignature ,4� GUAR�I Matt Morr r� G�4QR4lF �, President and CE ?19M Q Ys�-r�xp5 � Denise C rraL Secretai For coverage information or assistance resolving a complaint, call (800) 729-1902 or visit www.stewart.com. For purposes of this form the "Stewart Title" logo featured above is the represented logo for the underwriter, Stewart Title Guaranty Company. In writing this company, please address it at P.O. Box 2029, Houston, Texas 77252, and refer to the printed Serial No. WA Subdivision Guarantee File No.: 01148-71042 Guarantee Serial No.: G-6329-8791 Page 1 of 7 SUBDIVISION GUARANTEE ISSUED BY STEWART TITLE GUARANTY COMPANY Order Number: 01148-71042 Effective Date: July 12, 2017 at 2:45PM Prepared by: Stewart Title Company 18000 International Blvd., Suite 500 SeaTac, WA 98188 Guarantee No.: G-6329-8791 Premium: $400.00 Sales Tax: $40.00 Total: $440.00 OWNERS: 356th Street Management LLC, a Washington limited liability company LEGAL DESCRIPTION: See Exhibit "A" Attached Hereto SUBJECT TO: General taxes: First half delinquent May 1; Second half delinquent November 1: Year: 2017 Amount Billed: $5,856.24 Amount Paid: $2,928.12 Amount Due: $2,928.12, plus interest and penalty if delinquent Tax Account No.. 302104-9021-01 Levy Code: 1205 Land: $203, 000.00 Improvements: $210,000.00 (As to Parcel A) 2. General taxes: First half delinquent May 1; Second half delinquent November 1 Year: 2017 Amount Billed: $7,806.36 Amount Paid: $3,903.18 Amount Due: $3,903.18, plus interest and penalty if delinquent Tax Account No.: 302104-9058-0 r Levy Code: 1205 Land: $193,000.00 Improvements: $360,000.00 (As to Parcel B) 3. General taxes: First half delinquent May 1; Second half delinquent November 1: Year: 2017 Amount Billed: $4,016.49 Amount Paid: $2,008.25 WA Subdivision Guarantee File No.: 01148-71042 Guarantee Serial No.: G-6329-8791 Page 2 of 7 SUBDIVISION GUARANTEE ISSUED BY STEWART TITLE GUARANTY COMPANY 4 Amount Due: delinquent Tax Account No.: Levy Code: Land: Improvements: (As to Parcel C) $2,008.24, plus interest and penalty if 302104-9082-07 1205 $106,000.00 $175,000.00 General taxes: First half delinquent May 1; Second half delinquent November 1 Year: 2017 Amount Billed: $3,878.14 Amount Paid: $1,939.07 Amount Due: $1,939.07, plus interest and penalty if delinquent Tax Account No.: 302104-9020-02 Levy Code: 1205 Land: $208,000.00 Improvements: $63,000.00 (As to Parcel D) Note: King County Treasurer, 500 4th Avenue, 6th Floor Admin. Bldg., Seattle, WA 98104 (206) 296-7300; Web Address: http://webapp.metrokc.gov/kctaxinfo/. 5. Liability for sewer treatment capacity charges that may be assessed but not disclosed in the public records. Please contact the King County Capacity Charge Department for further information at 206-296-1450. Deed of Trust dated August 22, 2006 and recorded September 1, 2006 as Instrument Number 20060901001373 in the original principal amount of $1,120,000.00 from 356th Street Management, LLC, a Washington limited liability company to First Financial Diversified Corporation, as trustee, for Executive House, Inc.. (Affects Parcels A, B and C) Above mortgage was modified by instrument dated August 19, 2015, recorded August 27, 2015, as Instrument No. 20150827001213. 7, Assignment of Leases and Rents as Instrument Number 20060901001374 , from 356th Street Management, LLC, a Washington limited liability company to Executive House, Inc.. (Affects Parcels A, B and C) 8. UCC Financing statement naming Executive House, Inc., as secured party, and 356th Street Management, LLC, as debtor, recorded September 1, 2006 under Recording No. 20060901001375. (Affects Parcels A, B and C). Continuation(s) thereof recorded under Recording Numbers 20110825000598 and 20160811001110. Deed of Trust dated August 8, 2012 and recorded August 10, 2012 as Instrument Number 20120810002197 in the original principal amount of $600,000.00 from 356th Street Management LLC, a Washington limited liability company to Stewart Title Company, as trustee, WA Subdivision Guarantee File No.: 01148-71042 Guarantee Serial No.: G-6329-8791 Page 3 of 7 SUBDIVISION GUARANTEE ISSUED BY STEWART TITLE GUARANTY COMPANY for Nehemiah Group, LLC, a Washington limited liability company. (Affects Parcel D) 10. Easement granted to Puget Sound Power and Light Company, as more fully set forth in the document recorded as Instrument No. 7704260766. (Affects Parcel D) 11. Easement granted to Puget Sound Power and Light Company, as more fully set forth in the document recorded as Instrument No. 8007170518. (Affects Parcel C) 12. Easement granted to King County, as more fully set forth in the document recorded as Instrument No. 8910160169. (Affects Parcel B) 13. Easement granted to King County, as more fully set forth in the document recorded as Instrument No. 8910241011. (Affects Parcel C) 14. Easement granted to King County, as more fully set forth in the document recorded as Instrument No. 9001 ,100188. (Affects Parcel A) 15. Easement including terms and conditions thereof disclosed by instrument recorded in Instrument No. 9108151496. (Affects Parcel C) 16. Easement for ingress, egress and utilities including terms and conditions thereof as recorded in Instrument No. 9108190218. (Affects Parcel C) 17. Easement granted to Puget Sound Power and Light Company, as more fully set forth in the document recorded as Instrument No. 9210050868. (Affects Parcel B) 18. Easement granted to Washington Natural Gas Company, as more fully set forth in the document recorded as Instrument No. 9302100443. (Affects Parcel B) 19. Easement granted to U.S. West Communications, Inc., as more fully set forth in the document recorded as Instrument No. 9304141843. (Affects Parcel B) 20. Agreement to Reconstruct Driveway recorded January 10, 1990 as Instrument No. 900,1100186. (Affects Parcel A) 21. Agreement to Reconstruct Driveway recorded October 24, 1989 as Instrument No. 8910241012. (Affects Parcel C 22. Right to make necessary slopes for cuts or fills upon property herein described as granted in deed recorded under Recording No. 8910160168. (Affects Parcel B) WA Subdivision Guarantee File No.: 01148-71042 Guarantee Serial No.: G-6329-8791 Page 4 of 7 SUBDIVISION GUARANTEE ISSUED BY STEWART TITLE GUARANTY COMPANY 23. Right to make necessary slopes for cuts or fills upon property herein described as granted in deed recorded under Recording No. 8910241010. (Affects Parcel C) 24. Right to make necessary slopes for cuts or fills upon property herein described as granted in deed recorded under Recording No. 9001100184. (Affects Parcel A) 25. Boundary Line Adjustment recorded September 3, 2009 as Instrument No. 20090903900001. (Affects Parcel D) 26. Declaration of Agreement recorded August 10, 2012 as Instrument No. 20120810001296. (Affects Parcel D) 27. Agreement recorded September 11, 2014 as Instrument No. 20140911000995. 28. Terms and conditions of survey recorded March 4, 2015 under Recording Number 20150304900002. Said Survey discloses but is not limited to the following: 1. Garage encroaches on property to the North of Parcel D 2. fences are not on the true lot lines. 29. License recorded September 7, 2016 as Instrument No. 20160907001202. 30. License recorded September 21, 2016 as Instrument No. 20160921001130. WA Subdivision Guarantee File No.: 01148-71042 Guarantee Serial No.: G-6329-8791 Page 5 of 7 SUBDIVISION GUARANTEE EXHIBIT "A" LEGAL DESCRIPTION ISSUED BY STEWART TITLE GUARANTY COMPANY Order Number: 01148-71042 Parcel A: Guarantee No.: G-6329-8791 The West half of the East half of the West half of the Southeast quarter of the Northeast quarter of Section 30, Township 21 North, Range 4 East, W.M., in King County, Washington; Except that portion within Libo Road and Southwest 356th Street; Also except that portion thereof conveyed to King County by deed recorded under Recording No. 9001100184. Parcel B: The East half of the East half of the West half of the Southeast quarter of the Northeast quarter of Section 30, Township 21 North, Range 4 East, W.M., in King County, Washington; Except the North 300 feet thereof; Also except that portion conveyed to King County for Southwest 356th Street (Libo Road) by deeds recorded under Recording Numbers 698892 and 2760469; Together with the West 30 feet of the North 300 feet of said East half of the East half of the West half of the Southeast quarter of the Northeast quarter of Section 30, Township 21 North, Range 4 East, W.M., n King County, Washington; Except that portion conveyed to King County for Northwest 356th Street (Libo Road) by deeds recorded under recording Numbers 698892, 2760469 and 8910160168; Together with an easement for ingress and egress as delineated in document recorded August 19, 1991 under Recording No. 9108190218. Parcel C: The North 300 feet of the East half of the East half of the West half of the Southeast quarter of the Northeast quarter of Section 30, Township 21 North, Range 4 East, W.M., in King County, Washington; Except the North 30 feet thereof for road; Also except the West 30 feet thereof; Also except the Northerly 12 feet conveyed to King County by deed recorded under Recording No. 8910241010. Parcel D: The South half of the West half of the East half of the Southeast quarter of the Northeast quarter of Section 30, Township 21 North, Range 4 East, W.M. (Also known as Lot 3 of King County Boundary Line Adjustment No. 08-101306-00-SU, recorded under Recording No. 20090903900001.) Situate in the County of King, State of Washington. WA Subdivision Guarantee File No.: 01148-71042 Guarantee Serial No.: G-6329-8791 Page 6 of 7 SUBDIVISION GUARANTEE ISSUED BY STEWART TITLE GUARANTY COMPANY Order Number: 01148-71042 Guarantee No.: G-6329-8791 This Guarantee and the legal description given herein are based upon information supplied by the applicant as to the location and identification of the premises in question, and no liability is assumed for any discrepancies resulting therefrom. This report does not represent either a commitment to insure title, an examination of or opinion as to the sufficiency or effect of the matters shown, or opinion as to the marketability of title to the land. WA Subdivision Guarantee File No.: 01148-71042 Guarantee Serial No.: G-6329-8791 Page 7 of 7 I� BEYLER CONSULTING September 9, 2016 David Litowitz Landmark Homes, Inc. 2715 64th Ave NE Tacoma, WA 98422 (253) 927-6116 Property Owner: 356th Street Management LLC PO Box 26116 Federal Way, WA 98093 Issaquah Office 455 Rainier Blvd N Issaquah, WA 98027 (425)392-8055 Lakewood Office 7602 Bridgeport Way W Ste 3D Lakewood, WA 98499 (253)301-4157 RE: Proposal for Surveying Services for Construction Surveying & Final Plat Preparation of the Retreat Meadows Plat Parcel Nos: 3021049020/3021049082/3021049058/3021049021 BC Sob# 13-071 Dear David: Thank you for contacting BEYLER CONSULTING for your surveying needs. We make this proposal under the following assumptions: 1. All agency submittal, recording and review fees are the client's responsibility. 2. Fee is for services to submittal only. All second round redline revisions by the client or any government agency, if any are handled on a T & E basis at the current firm rates described herein. 3. The proposal costs assume all tasks will be performed. Elimination or addition of tasks could produce significant cost changes. 4. Fees are for one time staking only. Fees are based on a specific task ordered in non - overtime, 8-hour increments with site conditions conducive to staking requirements, i.e., no obstructions, dirt piles, storage areas, machinery, vehicles, etc. that would delay staking. Any variations may affect the fee. 5. A professional services contract acceptable to both parties will be executed prior to beginning. 6. No overtime is anticipated to meet any "crisis" schedule. Plan. Design. Manage CIVIL & STRUCTURAL ENGINEERING I LAND SURVEYING I LAND PLANNING PROJECT MANAGEMENT I PERMIT EXPEDITING I FEASIBILITY LANDMARK HOMES, INC. SURVEYING PROPOSAL The Retreat Meadows Plat September 9, 2016 Subject to the above assumptions, our scope of services and costs are enclosed. If services beyond the above scope of work become necessary, they can be provided on either a task or T & E basis as an additional services addendum to the base contract. Our firm's 2016 billing rates are also herein detailed. We adjust our billing rates in January on an annual basis. If this proposal is satisfactory to you, please complete and sign Page 1 of the provided Authorization Contract. It is our firm's policy to obtain a retainer to offset the normal delay in invoicing. In this case, an amount of $0.00 is sufficient. Work cannot begin or be scheduled until an owner signed contract, retainer check and any supporting documentation requested (i.e. title report) is received. We currently need about 7 to 10 working days of lead-time prior to beginning the job, after receipt of required owner provided information. This does vary since we are providing support to various jobs. We will do all in our power to accommodate this schedule. We reserve the right to revise this proposal if not accepted within 30 days of its date. All items in this proposal will be billed on a monthly basis. Invoice payment will be due within 15 days of receipt. Prior to release or submittal of plans, balance of each task and any outstanding invoicing shall be paid in full. I look forward to working with you on this project and should you have any questions about the scope of work, contractual or cost issues on this proposal, please contact me. Sincerely, BEYLER CONSULTING Thomas R. Gold, PLS End: General Conditions "A" * Assumptions may affect the fee as outlined in the above tasks. LANDMARK HOMES, INC. SURVEYING PROPOSAL The Retreat Meadows Plat September 9, 2016 HORIZONTALCONTROL PLAN............................................................................ $4,200 Calculate all planned improvements with X, Y and Z values to expedite field staking (for BC internal use only). 2. CLEARING LIMITS.................................................................................................$9,600* Stake 3,830 linear feet of clearing limits/silt fence at angle points and 50-foot stations. ROAD CENTERLINE FOR SUBGRADE...............................................................$3,200* Stake 3,214 linear feet of road centerline & driveway tracts on 25-foot stations and mark cut/fill to subgrade. 4. MASS GRADING / TEMPORARY LOT CORNERS...............................................$7,200* Stake temporary front & back lot and tract corners and mark the temporary front corners cut/fill to finished grade and the angle points along the lot lines at the tops & toes of grade breaks and mark cut/fill to grade. (Approximately 240 stakes) 5. RETAINING WALLS...............................................................................................$3,100* Stake 2,044 linear feet of retaining wall on 10 & 15 foot offsets to top & toe of face. Mark top & toe cut/fill to finish grade. 6. SANITARY SEWER SYSTEM..............................................................................$11,040* Stake 4,275 linear feet of force main at 50-foot stations (20-foot stations on curves) plus fixtures and tees and mark cut/fill to grade. 7. STORM DRAINAGE CONVEYANCE SYSTEM.....................................................$5,120* Stake 52 catch basins at 12 & 20 foot offset at each end of run with cut/fill to top & invert. Prepare cut sheets. 8. STORMWATER PONDS ........................................ ................................................ $5,600* Stake 3 ponds, top and toe of walls, berms, and access roads with offsets marked with cuts/fills to grade. 9. WATERMAIN AND APPURTENANCES..............................................................$10,400* Stake 3,178 linear feet of water line on 50-foot stations plus angle points and mark cut/fill to finish road grade and stake 6 FH & 56 water meter locations with 5 &10-foot offset with cut/fill to bottom flange grade for FH and sidewalk grade for WMs. 10. DRY UTILITIES (i.e. Power, Gas, Tel & Cable, Crossings, etc.) ........................$4,380* Stake 5 crossings locations to finished grade. * Assumptions may affect the fee as outlined in the above tasks. LANDMARK HOMES, INC. SURVEYING PROPOSAL September 9, 2016 11. CURBS & GUTTER ........ ...................................................................................... $17,760* Stake 7,002 linear feet of curbs at 25-foot stations on 3-foot offset to top back of curb and mark cut/fill to top back of curb. Stake driveways, curb returns and mid -block ramps. 12. MONUMENT CONTROL ....... ................................................... ............................... $3,400* Set 16 monument positions with 2-foot reference points. After installation by contractor, return and punch location of control point on top of monument. 13. FINAL LOT CORNERS..........................................................................................$8,320* Stake 71 lot corners with rebar, LS cap, witness stake, 4' lath & blue/white flagging. 14. AS -BUILT SEWER, STORM AND WATER ........................... ............................... $16,640* Perform as -built measurements of the top, inverts and pipe slopes of the public sewer & storm & water systems. Prepare an as -built set of the engineering drawings. 15. ADDITIONAL REQUESTS & RE-STAKES............................................................... T & E Stake additional requests or re -stake destroyed stakes at client's request, 16. PREPARATION OF FINAL PLAT MYLARS............................................... ........... $7,200* Prepare 56 lot, 7 tract final plat mylars to City of Federal Way standards. Task includas- • Calculation of lots, tracts, sensitive area buffers and right-of-way geometry. • Print out of lot closures for jurisdiction review. • Review of title report for legal description, easements and encumbrances. • List of vested owner and financial institutions. ■ Review of utility plans for creation of new easements. • Preparation of jurat page(s) showing dedication, acknowledgements, approvals, recording block, legal description, easements provisions and general notes. • Review for compliance with preliminary plat. • Preparation of map page(s) to comply with jurisdiction written requirements. Task does not include; Client or jurisdiction revisions. This is handled on a time and expense basis at current billing rates. Assumptions may affect the fee as outlined in the above tasks. LANDMARK HOMES, INC. SURVEYING PROPOSAL The Retreat Meadows Plat September 9, 2016 17. MEETING/CONSULTATION/SUPPORT...................................................................T & E Meetings and consultation with the client, City staff and any other parties as necessary to: • Review and analyze issues affecting the project. • Coordinate with other consultants retained by the client. • Respond to requests of the client which lie outside the scope of work agreed upon. • Administrative time required to process requests for prints, copies, reports, and other information. hourly rate scheduled in effect at the time the Fee is billed at the consultant's standard work is performed. CONSTRUCTION, FINAL PLAT & ASBUILT TOTAL................................$117,160* * Assumptions may affect the fee as outlined in the above tasks. LANDMARK HOMES, INC. SURVEYING PROPOSAL The Retreat Meadows Plat September 9, 2016 OUR FIRM'S 2016 HOURLY BILLING RATES ARE AS FOLLOWS:* Principal Engineer $155.00 Group Manager 135.00 Project Manager 120.00 Senior Design Engineer 120.00 Design Engineer 105.00 CAD Support 105.00 Project Surveyor 130.00 Survey Crew 160.00 These rates are subject to change every January. New rates will apply should the job carry over into the next calendar year. Third party courier services or reproducibles are invoiced at cost plus 10%. Overtime rate is charged at 1-1/2 times the above rate. Credit card payments can be processed for a 4% convenience fee. BEYLER CONSULTING PROFESSIONAL SERVICES AUTHORIZATION CONTRACT CLIENT NAM ADDRES CONTACT PERSON PHONE # BILLING INFORMATION IF DIFFERENT FROM ABOVE: CLIENT NAME — ADDRESS PHONE # CLIENT RETAINER AMOUNT INCLUDED $ CLIENT AUTHORIZATION: The undersigned client warrants that he/she is the owner or agent of the owner of the real property upon which services will be rendered by BEYLER CONSULTING, LLC. I/We hereby agree to the terms and conditions set forth in this authorization contract and the attached letter and do hereby assume personal liability for charges incurred on this project. Signature ,_Date _ Title Owner_ Agent_ _ Other THIS CONTRACT INCORPORATES BY REFERENCE THE TERMS AND CONDITIONS SET FORTH ON PAGES 1 - 4 BEYLER CONSULTING, LLC GENERAL CONDITIONS "A" Client and Consultant agree that the following provisions shall be part of their Agreement. 1. Services. Consultant will perform for the Client the services described in the Consultant's proposal letter. Services will commence upon Consultant's receipt of the signed Agreement. 2. Compensation. Client shall pay Consultant the amounts identified in the Consultant's Proposal letter. 3. Reimbursable Expenses. Reimbursable Expenses, surcharged by 15 percent, are in addition to compensation for Basic and Additional Services and include expenses incurred by the Consultant in the interest of the Project. These expenses include, but are not limited to: subconsultants, printing, copying, courier services, overnight or special mail delivery, mileage, photographs, per diem expenses, and equipment rental. 4. Invoices. Consultant will submit invoices to Client for services completed through the last day of the month. Labor rates for "time and expenses" agreements shall be invoiced at Consultant's current fee schedule in effect at the time the services were performed. Payment is due upon presentation of invoice and is past due 30 days from invoice date. Client agrees to pay a late payment charge of 1-1/2 % per month on past due accounts. All invoices will be deemed accurate and due, unless a written objection is submitted to Consultant within 30 days of the invoice date. 4.1. Retainer. If identified in the Consultant's Proposal letter, the Client shall make an initial payment upon execution of this Agreement. 4.2. Forms of Payment. If payment by credit card is desired, a 4% convenience fee will be added to the total invoice. 4.3. Collection Methods. If payment has not been kept current, collection action will commence, including but not limited to liening of the subject property and/or turning over the unpaid balances to a collection agency. 4.4. Collection Costs. If legal action is required to enforce the terms of this Agreement, the Consultant shall be entitled to collect from the Client any judgment or settlement sums due, attorney's fees, court costs and expenses incurred as a result of collection action as well as the value of the Consultant's time spent in connection with the collection action, calculated at the Consultant's prevailing fee schedule. 5. Extra Services. If Client requests services outside, at variance with, or changed from the Proposal letter attached hereto, Client agrees to pay for all such services as "extra" or "changed work" on a time and expenses basis in accordance with the Consultant's current fee schedule in effect at the time such services are rendered. 6. Suspension or Termination of Services. If the Client fails to pay accounts 60 days past due, such failure shall constitute a material breach of this Agreement. This action gives the Consultant the right to terminate the Agreement and releases Consultant from liability. Consultant's fee for work provided prior to termination shall become immediately due and payable. 7. Termination. This Agreement may be terminated by either party upon 30 days' written notice. Upon termination, Consultant shall be compensated for all services performed prior to date of termination, plus reasonable additional expenses that may be incurred in the closing of the project records and activities. 8. Assignment. Neither Client nor Consultant shall assign this agreement to any other person or entity without the express, written consent of the other. 9. Documents. All documents, including calculations, research, maps, electronic media, drawings, and specifications prepared by Consultant as part of this Agreement are instruments of service and are and shall remain the property of Consultant whether the Project for which they were made is executed or not. Submission to public agencies and Project contractor shall not be deemed publication in derogation of the Consultant's retained rights. Consultant reserves the right to reuse any and all information generated on this Project to assist Consultant in any future work. Client shall be permitted to retain copies, including reproducible copies, of plans, reports and specifications for information and reference in connection with Client's use and occupancy. The plans, reports and specifications shall not be used by the Client on other projects, for additions to this Project, or for completion of this Project by others except by agreement in writing with appropriate compensation to, and protection from liability for, Consultant, provided Consultant is not in material breach of this Agreement. Z:\16-000\16-000 Market\P16671 SURVEY Staking and Final Plat - Landmark Homes - Retreat Meadows\PROP-Retreat Meadows Staking and Final Plat 2016.09.09.doc GENERAL CONDITIONS "A" continued 9.1. Electronic Media. The Client may retain copies of drawings, reports, and specifications in electronic form. Any use or reuse of, or changes to, the electronic media will be at the Client's sole risk. The Client will defend, indemnify and hold harmless the Consultant from any and all claims resulting from reuse of, or changes to, the electronic media by the Client or the Client's transferee. 9.2. Preliminary Documents. Client agrees not to use or permit any other person or entity to use plans, drawings, or other documents prepared by Consultant, which are labeled as "Preliminary" or are not signed, sealed, and released by Consultant. Client agrees to be liable and responsible for any such unauthorized use of preliminary documents and waives liability against Consultant for their use. 10. Risk Allocation. Consultant will exercise its professional judgment in the execution of its services. No other warranties, expressed or implied, are given. Client recognizes the Inherent risk of claims associated with the service to be provided by Consultant. In partial consideration of Consultant's commitment to perform the services under this Agreement, Client and Consultant agree: 10.1. To limit the amount of any claim or claims which the Client may make against the Consultant related to this Agreement to the amount of the contract for all contracts of $3,500 or less, and to the limits of the Consultant's insurance for all other contracts. The type of claims to which this limitation applies include, without limitation, claims based on negligence, professional errors or omissions, indemnity, contribution, breach of expressed warranty, breach of implied warranty and strict liability. 10.2. That the Client will defend, indemnify, and hold harmless the Consultant against any and all claims, damages and liability arising out of or related to the Agreement that are caused partly or wholly by the act, error or omission of the Client or its employees, agents or consultants. Provided, however, that the Client shall have no duty to indemnify or hold harmless the Consultant if the claim, damages and liability are caused by the sole negligence of the Consultant. Provided further, that if the claim, damages and liability are caused by the concurrent negligence of the Client and the Consultant, the Client's duty to indemnify and hold harmless shall be limited to the extent of the Client's contributory negligence. 11. Disputes. 11.1. Mediation. In the event of any dispute between the Client and the Consultant relating to this Agreement, such dispute shall be submitted, at the sole option of the Consultant, to non -binding mediation. The Client agrees to participate in the mediation process in good faith upon receiving written notice, within the time limitation set forth below, from the Consultant of the Consultant's election to subject a dispute to mediation ("Notice of Election to Mediate"). Prior to commencing litigation against the Consultant, the Client shall, within the time limitation set forth below, provide the Consultant with written notice of the Client's claim(s) setting forth the nature of the dispute and the Client's claim(s), the amount in controversy, a brief summary of the factual circumstances surrounding such dispute and claim(s), and a statement of the Client's intention to commence litigation ("Notice of Intent to Litigate"). If within fourteen (14) days following the Consultant's receipt of Notice of Intent to Litigate the Consultant has not given the Client Notice of Election to Mediate, the Client may commence litigation. The Consultant may specifically enforce this mediation provision, whether through a motion to compel mediation or otherwise. Unless the Client and the Consultant subsequently agree otherwise In writing, the mediation will be conducted under the auspices of the American Arbitration Association, Seattle Chapter, acting under its Construction Industry Mediation Rules. Each party shall pay one half of the mediator's charges and one half of the mediation service's charges. Each party shall participate in the mediation process in good faith. 11.2. Litigation. If the Consultant elects not to mediate or if mediation is conducted but does not fully resolve all disputes and/or claims, either the Client or the Consultant may commence litigation upon the termination of mediation. In that case, both parties agree that venue of any litigation shall be in Pierce County, Washington. If litigation is not commenced within ninety (90) days of the termination of the mediation proceedings between parties, the claims that were the subject of the mediation proceedings shall be forever barred. GENERAL CONDITIONS "A" continued 11.3. Attorney Fees. In the event litigation between the Client and the Consultant arising out of or related to this Agreement, or the breach or alleged breach thereof, the substantially prevailing party shall be awarded its costs, actual attorney fees, and expert witness fees, including such costs and fees incurred prior to litigation including those incurred in connection with mediation. The substantially prevailing party shall also be awarded compensation for time spent by its personnel in helping to prosecute or defend the litigation at prevailing billing rates. 11.4. Time Limitation. Any litigation arising out of or related to this Agreement, or the breach or alleged breach of this Agreement, must be commenced within one year of the date on which the Consultant last performs services pursuant to this Agreement. Claims by one party against the other, whether the basis of any such claim is known or unknown, shall be forever barred if not commenced within that one year time period. This limitation period shall be tolled upon the Consultant's service of a Notice of Election to Mediate or the Client's service of a Notice of Intention to Litigate, and shall recommence running upon the termination of mediation proceedings or, in the event the Consultant does not elect to mediate, fourteen (14) days following service of the Notice of Intent to Litigate. 12. Opinions of Quantity and Cost. Since Consultant does not have control over the cost of labor, materials, or equipment, or over the contractor's methods of determining prices, or over competitive bidding or market conditions, opinions of probable cost, when provided, are to be made on the basis of the Consultant's experience and qualification and represent the Consultant's best judgment as design professionals generally familiar with the construction industry. However, Consultant cannot and does not guarantee that proposals, bids, or the construction cost will not vary from opinions of probable cost prepared for the Client. If the Client wishes greater assurance as to the construction cost, the client shall employ an independent cost estimator. Additionally, earthwork quantity figures are approximations estimated by the Consultant and the actual quantities determined at completion of the Project may vary from the estimates. Consultant does not guarantee an earth balance if a site grading plan is prepared as part of the Project. 13. Hidden Conditions. Inasmuch as the review of an existing site requires that certain assumptions be made regarding existing conditions, and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the site, the Client agrees not to make any claims against the Consultant if it develops that the conditions actually reviewed do not accurately reflect conditions elsewhere on the site. 14. Subconsultants. It is understood that some of the professional services required by this Agreement are of a specialized nature and cannot be provided by Consultant in-house. Consultant may enter into one or more subcontracts for the performance of some of the services undertaken by Consultant under the terms of this Agreement. 15. Soils Engineering. Consultant makes no representation regarding soil conditions unless specifically included in writing in this Agreement, and Consultant is not responsible for any liability that may arise out of the making or failure to make soil surveys, subsurface soil tests, or general soil testing. 16. Construction Observation. 16.1. The Consultant shall, if within the scope of services of this Agreement, visit the site as agreed by the Client and Consultant in writing to become generally familiar with the progress and quality of the construction. The Consultant shall not have control over or charge of and shall not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions. Consultant shall not be responsible for the contractor's schedules or failure to carry out the construction in accordance with the plans and specifications. The Consultant shall not have control over or charge of acts or omissions of the contractor, subcontractors, or their agents or employees, or any other persons performing portions of the construction. 16.2. Waiver of Claims. If the Client declines to retain the Consultant to perform construction phase services, then the Client waives any claim that might otherwise be made against the Consultant arising out of or related to use of drawings, reports and/or specifications prepared by the Consultant, except to the extent that the Client establishes that the claim against the Consultant would have existed even if the Consultant had performed construction phase services. GENERAL CONDITIONS "A" continued 17. Hazardous Materials. The Consultant shall have no responsibility for the discovery, handling, or removal of hazardous materials in any form at the Project site. It is further understood and agreed that Consultant will not contract to perform any services in connection with the detection, removal, abatement, or disposal of any hazardous materials located on the Project site and that the incorporation into the contract of any specifications pertaining to such matter will be done only in accordance with the direction of the Client without any responsibility or liability whatsoever of Consultant or their insurers in regard thereto. 18. Property Insurance. The Client shall name the Consultant as an additional insured on the builders risk insurance policy and any other property policy carried by the Project owner and/or Project prime construction contractor during the construction. 19. Information Provided by Client. The Consultant shall Indicate to the Client the information needed for rendering of services hereunder. The Client will provide to the Consultant such information and the Consultant shall be entitled to rely upon the accuracy and completeness thereof. 20. Acceptance. Consultant's acceptance of this Agreement is not a guarantee of governmental agency approval. Consultant will endeavor to obtain such approvals on Client's behalf, but does not have control over policy decisions or procedures that change during the term of this Agreement and cannot be held responsible for governmental agency actions or timeliness of governmental review. 21. Governing Law. This Agreement shall be governed by the laws of the State of Washington. 22. Miscellaneous. 22.1. If any term of this Agreement is ruled to be unenforceable, all remaining terms shall continue to be in full force and effect. 22.2. This Agreement represents the entire and integrated Agreement between Client and Consultant and supersedes all prior negotiations, representations or agreements, either written or oral. This Agreement may be amended only by written instrument signed by both Client and Consultant. -End- PROJECT SETUP SHEET BEYLER WARD 1112th Ave NE ROW Improvements CONSULNG Project 18.00131 Proposal P18125 Project Address: 112th Ave NE S. of NE 88th St. Parcel No: 388690-2240 Project St CRM: Terry Ferguson Project Coordinator: Monica Koehl 0 Civil Department: Trav Story ❑ Structural Department: 0 Survey Department: Billing Information: Company: City of Kirkland Contact Jamie Ward Address: 123 Fifth Avenue Kirkland, WA 98033 Owner Information ❑ Same as Billing Company: City of Kirkland Contact: Kathy Brown, Public Works Director Address: Phone: (425)587-3809 Phone: Email: ]Ward@kirklandwa.gov Email: Client Type: Builder/Developer Tack Task Name Fee Type Fee/Budget Budget Hrs Street Frontage Improvement Plan Fixed $6,800 Topo / Existing Conditions Survey Fixed $2,000 Permitting, Meetings & Coordination Fixed $1,500 Agency Redlines T&M $10,300 0 Referred By: Ramez Debbas #16-401 Plan. Design. Manage CIVIL & STRUCTURAL ENGINEERING I LAND SURVEYING I PLANNING PROJECT MANAGEMENT I FEASIBILITY I PERMIT EXPEDITING Retainer: $ 5000 Stewart title STG DATE DOWN ENDORSEMENT 1 ATTACHED TO POLICY NUMBER G-6329-8791 ISSUED BY STEWART TITLE GUARANTY COMPANY File No.: 01148-71042 1. Schedule A of the above policy is hereby amended in the following particulars: (a) The effective Date of Policy is hereby extended to April 11, 2018 2. Schedule B of the above policy is hereby amended in the following particulars: (a) The following numbered exceptions are hereby deleted: Nos. 11, 17 & 18 (b) The following numbered exceptions are hereby added: No. 31 Easement Recording April 6, 2018 Recording No. 20180406001005. This endorsement is made a part of the policy and is subject to all of the terms and provisions thereof and of any prior endorsements thereto. Except to the extent expressly stated, it neither modifies any of the terms and provisions of the policy and any prior endorsements, nor does it extend the effective date of the policy and any prior endorsements, nor does it increase the face amount thereof. gl1A Authorized Countersignature Matt Morris '��{ �pa►y� �t President and CEO •yk• Denise C rraux Secretary For purposes of this form the "Stewart Title" logo featured above is the represented logo for the underwriter, Stewart Title Guaranty Company - RESUBMITTED MAY 0 3 2018 CriY OF FEDERAL y/AY COMMUNITY DEVELOPMENT File No: 01148-71042 STG Date Down Endorsement 1 Page 1 of 1 stewart title ENDORSEMENT 1 ATTACHED TO POLICY NUMBER G-6329-8791 ISSUED BY STEWART TITLE GUARANTY COMPANY File No.: 01148-71042 The Company hereby assures the Assured that, subsequent to the date of the Guarantee issued under the above number, no matters are shown by the records which would affect the assurances in said Guarantee other than the following: Exceptions Nos. 1 through 4 have been amended General taxes: First half delinquent May 1; Second half delinquent November 1: Year: 2018 Amount Billed: $3,113.85 Amount Paid: $0.00 Amount Due: $3,213.85, plus interest and penalty if delinquent Tax Account No.: 320104-9021-01 Levy Code: 1205 Land: $223,000.00 Improvements: $0.00 (As to Parcel A) General taxes: -First half delinquent May 1; Second half delinquent November 1: Year: 2018 Amount Billed: $3,060.37 Amount Paid: $0.00 Amount Due: $3,060.37, plus interest and penalty if delinquent Tax Account No.: 302104-9058-07 Levy Code: 1205 Land: $212,000.00 Improvements: $0.00 (As to Parcel B) General taxes: First half delinquent May 1; Second half delinquent November 1: Year: 2018 Amount Billed: $1,616.72 Amount Paid: $0.00 Amount Due: $1,616.72, plus interest and penalty if delinquent Tax Account No.: 302104-9082-07 Levy Code: 1205 Land: $116,000.00 Improvements: $0.00 (As to Parcel C) General taxes: First half delinquent May 1; Second half delinquent November 1: Year: 2018 Amount Bilfed:'$3,177.70 Amount Paid: $0.00 Amount Due: $3,177.70, plus interest and penalty if delinquent Tax Account No.: 302104-9020-02 Levy Code: 1205 Land: $228,000.00 Improvements: $0.00 (As to Parcel D) Fife No: 01148-71042 STG CLTA Date Down Guarantee End 19 Page 1 of 2 stewart title This Endorsement is made a part of said Guarantee and is subject to the LIABILITY EXCLUSIONS AND LIMITATIONS contained therein. The total liability of the Company under said Guarantee and under this endorsement shall not exceed, in the aggregate, the amount stated in said Guarantee. Date: February 28, 2018 Signed under seal for the Company, but this endorsement is to be valid only when it bears an authorized countersignature. Authorized Countersignature rUA Matt Morris 4°Rare President and CEO rams *.fir Denise C rraux Secretary For purposes of this form the "Stewart Title" logo featured above is the represented logo for the underwriter, Stewart Title Guaranty Company. File No: 01148-71042 STG CLTA Date Down Guarantee End 19 Page 2 of 2 8TTOS0 aaTTa� asuodsab sMopeaw TeaaTad b6£-9T 9NIJJa3dX3 lIWd3d I I.lIII-JISV33 11N3W3JVNVW J]3CC 9NINNVId 19NIA3Wdns 4NVI 19NI2133NI9N3 wdnizmdis )s IU . 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••• aui1 aa4el a o4 „NO SS333v,, ppe pue V 4De-i1 jo aui1 puoaas uaoaq „3ynln3„ panouaaa : aouel(anuo0 .weal 9 4aayS £ 10 £ @Bed :)-j-1 '6uijjnsuo:) .aajAa9 }uelslssy pafoad leuosaad 'aS uO46ulyseM all!weD 1(15"41 I nj}aadsad woo- buill nsuoaaalAaq@uo46ulyseMD ao LSTV-TOE (£SZ) le aw p24uoa oT aaaj laaj aseald 'uolTeu JOJUI leuolTlppe paau ao suol}sanb Aue aney nog( II lea�icugns aoj uo!4eaedaid ul 'pa40N :3SNOdS3'd •pa4l!wgns aq 01 SbUIMeap 4Ilnq-se ay1 JOI 6ulileM OSI2 We I 'g RETREAT MEADOWS ADDRESS TABLE Lot Number 3_ 35607 eD AVE SW 35613 2ND AVE SW 35619 2ND AVE SW 35625 2"D AVE SW 356312ND AVE SW 35637 2"D AVE SW 35643 2ND AVE SW 35705 2"D AVE SW 35649 2"D AVE SW 35709 2"D AVE SW 35717 2"D AVE SW 35725 2"D AVE SW 35733 2"D AVE SW 358012ND AVE SW 35809 2ND AVE SW 35819 2"D AVE SW 35823 2"D AVE SW -/- 206 SW 35P PL 35837 2"D AVE SW -/- 207 SW 35ST" PL 35845 2"D AVE SW 358512ND AVE SW 35905 2ND AVE SW 35913 2"D AVE SW 359212ND AVE SW 35914 2"D AVE SW -/- 191 SW 359T" PL 183 SW 359T" PL 175 SW 359T" PL 167 SW 359T" PL 159 SW 359T" PL 151 SW 359T" PL 145 SW 359T" PL 35856 1ST PL SW 35842 1ST PL SW 358341ST PL SW 150 SW 359T" PL -/- 35843 1ST PL SW 158 SW 359T" PL 170 SW 359T" PL 182 SW 359T" PL 190 SW 359T" PL-/- 35848 2"D AVE SW 35838 2"D AVE SW 35832 2"D AVE SW 35828 2"D AVE SW 35822 2"DAVE SW 35816 2"D AVE SW -/- 191 SW 358T" ST 183 SW 358TH ST 171 SW 35e ST 159 SW 358T" ST 151 SW 35e ST -/- 358151ST PL SW 35839 1ST PL SW 358331ST PL SW _ ___ _ __.35829 1ST PLS.W 35821 1ST PL SW 176 SW 358T" ST 184 SW 358TH ST 192 SW 358T" ST -/- 35726 2ND AVE SW 35710 2ND AVE SW 35702 2ND AVE SW 35640 2ND AVE SW 35818 11T PL SW -/- 141 SW 358T" ST 35860 1ST PL SW <<NO SITE ADDRESS>> <<NO SITE ADDRESS>> <<NO SITE ADDRESS>> • k � ; K ; C r �� y (�'. }�r i� 5 r e � � c� h� 'h; ja!'1 sf ! �',V`�'`•'jjI l �'� j N ., a _vr •r.i q F �>uN r Xi70 •DSO R " LOT 9 �.239 SF V, ,i GIN T n` 7 T a 109• T b �1H YI T I .1 Gl V T (p N •-:i; 'Il In U, T T A W " u @ =T o �',. ❑ y• � LOT 24 7,493 SF F LOT 25 " 7,264 SF A 4 a x . LOT 26 Y _ 7,2.33 SF LOT2i n 7,204 SF LOT28 7,242SF- 5 � LOT 19 7,243 5F 1 P n LOT 30 7,962 SF .wac[B e� NLY.E1+ zvu) �a eR WtM1 •i4 Ft Wws nEs REasiERED WA ASHIR" - Y vA+L .a! oR amorR ra +. LAHDSCAP FNGim=CT - a--n�rii •ftl� � ! try' �' �' _/�/PJ//.�'(` Y 71. I!!11K ILL'W eeRl• D1 ' YIPDm' l�X' N>'Ea9• 4 • i I 1 rLWR nIR 1--Y x•scmm OE➢IM Wk]MIY BWK YNLN IC ,L iTILLIAIAS IN 1PEA10VE � 1 E k MP CERTIFICATE ND. rIS } rWP •AMw .00. N 1 "JEA%%A PGNITwa SOIL O v, V R N r0 o r 1 1 suLwux i;, N tv O 1 - is-S, i.u-iwia-al "sod—. Fig' wrnE L r, as . ! (x{ n Iloolwu .mN Irm C*M c wIe'uI k .1 rr�I W+arr.•Iwoe " k STREET TREE PLANTING DETAIL ! x In T �y _ _ _ LOT r,R wIN at nrt Pme wa Iwo As a.� a s,c wn e.la oo xor - - Y - 7,20S SF - i mlvs eo +.eraw rm nHne Ir a+ rar src BU—, —E. WnN LOT 40 e. D" IM 1.. r c=r w e A w wct un ran B.cc saoea T E ROD s u o sPNPAn oR l LOT 45 3 " -.1 x 1 nTn a Moor YN� ertx .me a tvnrrtr NICNP TNlN 541E aulx oN na. } ) 7,774 + LOT 57 (• . II r . t LETS 7,716 SF kl °0 4'1�a• rµrrwm°1°vm awli,vcrW or.r Iecec Pic s.wi sWnr 8,416 SF l� • - 7K 1.1 SF ia'xc sww In• bas rwr,I aax \ R i m 1 6 Y'G: r,LL •,#N GffJR K ew SOLL M DIRE ROOT 1—WATER SLOWLY `L r `+ r r ..I - _ O. $ f i r ? +-` ,d„ rp 1 • rA riwrw rI� ruI x-a- vn r .000 wlnl, eD rm n.n wrw Wcr w ,II— �y NN,d `. T v R V y m 7,5553 SF l LOT 4 C ~ k 1 �R*G` Is' awwi eE IqT fY . rw7 Pc n m"na E nn mP w N w aEw ol5 ' ROT 39 m 'I 's Rn In '" XIWPIIAI u' retort WON I LE115® rarrc.� Iesr r o" RYIRfA a a.1s+W.tN L�IYL a a a LOT 46 LOT 56 Z .mnL IW>n weeae L�CORrIWaNn s.• sTRes cvREI� DN 1IIE[ IrOIT m set(— ,vet to 7,518 SF AueAnw m NWn/N WO 9 oPie oNr rA osm r cE vwi Wp eT o 0 1 wa 11ELN `/,,249 SF T N W T 7,220 SF 7,411 SF _ _ 4 1 �wac +rim aucE• Y .: 1 I 1. Ue'E 11�1 BY A'—e• REISVt TREE laN . W NOT W.E SI1ey GAIUu' I r, BVL 7 I LOT 59 1 1 0. ASSAOLO 11�Ci ro STAKE wlrH r�RVAs WEB BELMNG OR nu¢ern, Uel14 A Awn[a Pnw.unoN LOT 38 i S _x�+�Q 5 1 7, 334 SF ` j r 1 1iloivls r,Iaa �Elu rencnw. 5,973 SF 5 881 5` i T,1lT SF s6, i k H 1 GEO PLAN7ENG PLAN AT T L1,2 10' WIDE TYPE 3 LANDSCAPE BUFFER TRA i I�f oT37 V SEz r-.._ LaT48= } ` I ;. l01 7',?2"E 622,36' t-� 926SFS 2I s' •- _ I a 54,p8 8F R . t`9 G �. rc 1� i R - -_ A - � YENTRVBgN �C C(..I.►ATirR. S'�(-1PS/13E'L�`lG�.11 1 § - � 'LQ7'Yi6 - N'O: 4S7 NEl Nr a DT49 _ L N TEE:: OIL C- AP-. A, Lb S1DLWA 5) x7,246SF 4' n� o $° IT', 2895F , < _ , GENERA O gA<F 1 >< 1. CONTRACTOR SHALL BE RESP04SQ E FOR BECOMING FAMILIAR WITH EXISTING SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARING LANDSCAPE WORK. 4HA1A" DE Pc-At1TSC `v 1�{ 2. CONTRACTOR SHALL USE CAUTOr WHILE EXCAVATING TO AVOID DAMAGE TO UTILITIES. ADVISE OWNER IMMEDIATELY IF UTILITIES ARE ENCOUNTERED i D t, G.,iA.YS f • { 9 1- ' 7 ? F 4 "r >: OR DISTURBED. CALL LOCATION EERVICE. 7,d81iSFR R M R . ? i LOT 50 ,wp , I 3. COHTRACTOR SHALL MAINTAIN -.ND WATER ALL PLANT MATERIAL UNTIL FINAL INSPECTION AND ACCEPTANCE BY THE OWNER OR HIS AGENT. . y 0. * � • 4 4 7,790 SF N y • 4. CONTRACTOR SHALL BE RESPO 4S:BLE FOR COMPUTING QUANTITIES OF ALLGROUNDCOVERS. 5. GROUNDOOVERS SHALL BE PLA TIED IN AN EQUILATERAL TRIANGULAR SPACING AT THE CENTER DISTANCES IN PLANT SCHEDULE OR AS SHOWN ON THE PLAN. I WHERE GROUNDCOVERS ATT CURBING, SIDEWALKS. SIGNS OR POLES A MtNMUM PLANTING DISTANCE SHALL BE 12 TO THE CENTER OF THE PLANT. BLI �! V4 - - - - 6. CONTRACTOR SHALL PROVIDE I IAE OUAN"ES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWING. r• - 4 C 7. SUBGRADE IS TO BE WITHIN 1/1CTH OF A FOOT AS PROVIDED BY OTHERS. �•— .-- L- --"' - -- 4 a 4 - 8. NEW SHRUB BEDS AND LAWN AFERS SHALL RECEIVE A MIN.OF 4' COMMERCIAL SOIL BLEND OF TOP SOIL AND ORGANIC HUMUS. ROTOTILLTOADEPTFI OF WAND THEN TOPORESS WITH A M NOF 2 OF SOIL BLEND 9. ALL BEDS TO RECEIVE A MIN. OF 2' OF MEDIUM BARK MULCH AS A TOPDRESSING. R , tolr ,�. _ 10. ALL PLANT MATERIAL TO BE FEF III. -ZED WITH AGRO TRANSPLANTER FERTILIZER 4-2-2 PER MRNUFACTUREIiS REOOhiM>=NDATIONS. 11. ALL PLANT MATERIAL TO CONFCW TO THE LATEST AAN STANDARDS. REQUIRED PLANT REPLACEMENTS SHALL BE MADE IMMEDIATELY. rc >? R W .-q - S q• A GENERAL; ALL PLANT MATER • L SHALL BE HEALTHY REPRESENTATIVES. TYPICAL OF THEIR SPECIES AND VARIETY AND SHALL HAVE ANORMAL HABIT OF GROWTH r � "' ; rracr " THEY SHALL BE FULL, WELL 8:U1I:CHED, WELL PROPORTIONED WITH A VIGOROUS ACTIVELY GROWING ROOT SYSTEM. 'v =" d R = r `.'^ I- i++ r:' �I B. TREES, SHRUBS, AND GROUN)CI VEft QUANTITIES, SPECIES AND VARIETIES, SIZES AND CONDITIONS SHALL BE AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE ?.? a'.4 rt .' a ?' ',�' �. 0 } 'yam= FREE FROM DISEASE. INJURY, INSECTS DEFECTS OF ANY KIND. SUBSTITUTIONS SHALL BE ONLY BY THE WRITTEN AUTHORIZATION OF THE LANDSCAPE ARCHITECT. r ,. _, • ? Y , ti w !^ a -'c � �• - 12. ALL WORK SHALL BE IN OONFOR44NOE WITH THE CITY OF FEDERAL WAY STANDARDS AND REOUtREMENTS WETHER STATED HEREIN OR NOT, z,3 S5' I , FINAL TREE LOCATION NOTE: CONTRACTOR MAY ADJUST FINAL TREE LOCATION BASED AT TIME OF CONSTRUCTION e� SE &WIRE TIES SPECIFIED TREE STAKE(S) N 01.28'26';E 661.90' FEDERAL WAY •FREE & VEGETATION RETENTION REQUIREMENTS: ATERING BASIN PLANT MA-1 EHIIALS LIS I SYMBOL QTY. BOTANICAL NAME COMMON NAME SIZE TREE UNITS TREES PROPOSED 83 Acer griseum 'Paperbark' Paperbark Maple 2-1/2" caliper@35'oc 38 Malus'Robinson' Robinson Crabapple 2-1/2" caliper@30'oc C. �— 9 Fraxinus pennsylvanica Marshall Ash 2-1/2" caliper@40'oe 16 Pyrus calleryana'Capital' Capital Pear 2-1/2" caliper@30'oc ® 14* Fraxinus alnifolia Oregon Ash 3" Caliper 14TREES 99 * Cupressocyparis Leylandi Leyland Cypress 10'@15'oc 99 TREES Q 76* Tsuga mertenslana Western Mountain Hemlock 10' @15'oc 70 TREES * DENOTES SIGNIFICANT TREE REPLACEMENT TREE 183 UNITS REQUIRED, IN UNITS PROPOSED SHRUBS 5,352sf Gaultheria shallon Native salal 1 gal@2'oc • 100 Rosa rugosa Rugosa rose 2gal@6'oc Frau Dagmar Hartoop 41,346Sf Grass Hydroseeding-Type 1-50% low gro pefeTlnial ryegrass, SM. Ensova red fescue. Seed @ 180#/ac. Fertilizer: 250#/ac. 31-0-0 slow release. Mulch @200001ac. 8.31 Osf Grass Hydroseeding-Type II- 67%Tall or Meadow Fescue, 10% Colonial Bentgrass, 10% Meadow Foxtail, 6 % Alsike Clover, 1 % Marshfield Big Treefoil, 6 % Redtop. Seed @ 60#/ac. ®19,461sf 10' Wide Type 3 Landscape Buffer. See Drawing 1-1.2 for Enlarged Planting Plan at 356th Q � W G NWv LJ� NW LL W 1 9 2" SPECIFIED MULCH FWCC 22-1568 SIGNIFICANT TREES (Cta) SIGNIFICANT TREES REMOVED SHALL BE REPLACED AT THE RATE OF 25% OF THE NUMBER OF SIGNIFICANT TREES (733 TO BE REMOVED) w SPECIFIED PLANTING RS I r SOIL `DrawIIl¢ SEE TREE EVALUA1,10M BY WASHINGTON FORESTRY CONSULTANTS, DATED JUNE 9, 2016 4 =i k REMOVE OP BINDING 1/3OF B BURLAP LANDSCAPE _ SEE EXISTING TREE. INi'ORMATION SHOWN SURVEY PROVIDED BY BEYLER CONSULTING, SEE CIVIL DRAWING C2.0 _ PLAN I CALCU600N OETjF_E UNTTS RgMIRED'025 TREE UNITS PER SIGN FICRNIT--TREE REMOVED FIN. GRADE .M, FERLEIZER TABLETS •. y TOTAL PRO.IECTAR::A.637,55G SF. MINUSI70,7385F (AREA IN ROADSI�•612SF 10.7 ACRES) — SCARIFY PIT SIDES erzutDle 'I TOTAL REPLJLOEMEN'rTREE REOIJIREO. 25 x733.189 TREES (OEGIDUOUS 3' CAL. EVERGREENS R�iO) — - 8: BNATDM lie: •s 1 _ FIRM NATIVE SOIL MOUND Sca �21 12" MIN. FOR WOOD J I [ I 1= I� TOTAL EXISTING SIGNIFICANT TREES-733 1B" MIN. FOR REBAR EJW TOTAL EXISTING SIGNIFICANT TREES TO REMAIN--O I 2X ROOTBALL WIDTH Drum EJW •` TREE VARIETIES, WESTERN RED CEDAR, DOUGLAS FIR, HEMLOCK T Check: ylf Coniferous Tree Planting & Staking DetailRrhliom z24pD1@,a�adv RTVBIrYtl LAt DSWEPLANAPPROVAL APPROVED 1 � CITY Cf FEDERAL WAY Approwd RANT V HIGHER TNAN 1/3 A00t(, WORX3 DEP ENT D� 0 1 IN NURSERY I' CO. Irni m FINISHED CRADE i1 s shoe a w IPERMM TAIIIETS/SPECS A 3 { I SPEC610 PLANTING SOIL $ N SCALE:1k5V-0' - - _.- 100 A55511OOIIIN ar -II� FFIRMNATNE SOIL MOUND 0 xa N xx R— WitlU, G"GE OF PAVING OR PLAITING BED )?i shrub & Groundcover Spacing Detail Shrub Punting Detail- () 0-1 �.;�I al 1-1 ;g 7 Re (oCa4,,-A 4o w3� . e(twc�cr, ED> BEYLER CONSULTING Prepared by: RETREAT MEADOWS LOT CLOSURE REPORT 10 3ULY 2017 Thomas R. Gold, PLS Beyler Consulting 7602 Bridgeport Way W., Ste 3D Lakewood WA 98499 LAKEWOOD OFFICE SNOQUALMIE OFFICE 7602 Bridgeport Way W, Ste 3D 3S312 SE Center Street Lakewood, WA 98499 Snoqualmle, WA 98065 phone: 253-301-4157 phone:425-392-8055 fax: 253-336-3950 fax: 425-392-0108 beylerconsulting.com Plan. Design. Manage rIVIL & STRUCTURAL ENGINEERING I LAND SURVEYING I PLANNING PROJECT MANAGEMENT I FEASIBILITY I PERMIT EXPEDITING RESUgMiTTED MAR 12 20 CfTY OF FEi]E AL WAY MMMUNITY DEVELOPMENT ENTIRE BOUNDARY End North: 24889.5857' East: 38533.1499' Segment #1 : Curve Length:329.43' Radius:2822.88' Delta:6°41'11" Tangent:164.90' Chord: 329.24' Course: N86°46'28"E Course In: S6°34'07"E Course Out: NO°07'04"E RP North: 22085.2362' East: 38856.0674' End North: 24908.1110' East: 38861.8683' Segment #2 : Line Course: S1°27'33"W Length: 621.36' North:24286.9524' East:38846.0457' Segment #3 : Line Course: S89°02'04"E Length: 327.99' North:24281.4254' East:39173.9891' Segment #4 : Line Course: S1°28'26"W Length: 661.90' North:23619.7444' East:39156.9641' Segment #5 : Line Course: N89°07'11"W Length: 655.57' North:23629.8160' East:38501.4715' Segment #6 : Line Course: N1°26'25"E Length: 1260.17' North:24889.5879' East:38533.1458' Perimeter: 3856.42' Area: 635290.15 Sq. 'Ft: Error Closure: 0.0047 Course: N61°53'44"W Error North: 0.00219 East:-0.00410 Precision 1:820474.47 Retreat Meadows Lot Closure Report �t Page 2 of 70 BEYLER CONSULTING LOT 1 End North: 24881.7631' East: 38682.9478' Segment #1 : Curve Length:139.84' Radius:2801.88' Delta:2°51'35" Tangent:69.93' Chord: 139.83' Course: N87°53'14"E Course In: S3°32'33"E Course Out: NO°40'58"W RP North: 22085.2368' East: 38856.0729' End North: 24886.9182' East: 38822.6828' Segment #2 : Curve Length:17.11' Radius:25.00' Delta:39°12'S6" Tangent:8.91' Chord: 16.78' Course: S18°08'59"E Course In: S52°14'33"W Course Out: S88°32'31"E RP North: 24871.6101' East: 38802.9175' End North: 24870.9730' East: 38827.9098' Segment #3 : Line Course: S1°27'29"W Length: 45.94' North:24825.0479' East:38826.74081 Segment #4 : Line Course: N88°33'35"W Length: 145.17' North:24828.6967' East:38681.61671 Segment #5 : Line Course: N1°26'25"E Length: 53.08' North:24881.7600' East:38682.9508' Perimeter: 401.14' Area: 8412.68 Sq. Ft. Error Closure: 0.0043 Course: S43°54'57"E Error North:-0.00313 East: 0.00301 Precision 1:93209.30 Retreat Meadows Lot Closure Report Page 3 of 70 BEYLER CON fill LT ING LOT 2 End North: 24868.3839' East: 38532.6169' Segment #1 : Curve Length:150.94' Radius:2801.88' Delta:3°05'12" Tangent:75.49' Chord: 150.93' Course: N84°54'51"E Course In: S6°37'45"E Course Out: N3°32'33"W RP North: 22085.2370' East: 38856.0738' End North: 24881.7636' East: 38682.9526' Segment #2 : Line Course: S1°26'25"W Length: 68.08' North:24813.7051' East:38681.2415' Segment #3 : Line Course: N88°33'35"W Length: 149.95' North:24817.4741' East:38531.3388' Segment #4 : Line Course: N1°26'25"E Length: 50.93' North:24868,3880' East:38532.6190' Perimeter: 419.90' Area: 9024.82 Sq. Ft. Error Closure: 0.0046 Course: N27°25'30"E Error North: 0.00405 East: 0.00210 Precision 1:91280.43 M1b Retreat Meadows Lot Closure Report o Page 4 of 70 BEYLER CONS II LT ING LOT 3 North:24817.4720' East:38531.3369' Segment #1 : Line Course: S88°33'35"E Length: 149.95' North:24813.7031' East:38681.2395' Segment #2 : Line Course: S1°26'25"W Length: 34.15 North:24779.5638' East: 38680.3811' Segment #3 : Line Course: S39°33'20"W Length: 44.89' North:24744.9533' East:38651.7940' Segment #4 : Line Course: N50°26'40"W Length: 23.45' North:24759.8869' East:38633.7139' Segment #5 : Line Course: N88°33'35"W North: 24762.4956' Segment #6 : Line Course: N1°26'25"E North: 24817.4783' Length: 103.79' East: 38529.9567' Length: 55.00' East: 38531.3391' Perimeter: 411.23' Area: 8292.25 Sq. Ft. Error Closure: 0.0066 Course: N19°41'59"E Error North: 0.00623 East: 0.00223 Precision 1:62307.58 Retreat Meadows Lot Closure Report Page 5 of 70 BEYLER CONSULTING LOT 4 North:24798.7082' East:38680.8597' Segment #1 : Line Course: S88°33'35"E Length: 143.94' North:24795.0902' East:38824.7543' Segment #2 : Curve Length:90.02' Radius:220.00' Delta:23°26'40" Tangent:45.65' Chord: 89.39' Course: S19°12'29"W Course In: N82°30'51"W Course Out: S59°04'11"E RP North: 24823.7521' East: 38606.6293' End North: 24710.6766' East: 38795.3450' Segment #3 : Line Course: N59°04'11"W North: 24779.5673' Segment #4 : Line Course: N1°26'25"E North: 24798.7112' Length: 134.03' East: 38680.3750' Length: 19.15' East: 38680.8563' Perimeter: 387.14' Area: 7518.08 Sq. Ft. Error Closure: 0.0046 Course: N48°27'50"W Error North: 0.00306 East:-0.00345 Precision 1:84023.91 Retreat Meadows Lot Closure Report ir Page 6 of 70 BEYLER CONSULTING LOT 5 North:24779.5625' East:38680,3784' Segment #1 : Line Course: S59°04'11"E Length: 134.03' North:24710.6718' East:38795.3485' Segment #2 : Curve Length:33.12' Radius:220.00' Delta:8°37'31" Tangent:16.59' Chord: 33.09' Course: S35°14'34"W Course In: N59°04'11"W Course Out: S50°26'40"E RP North: 24823.7506' East: 38606.6339' End North: 24683.6467' East: 38776.2541' Segment #3 : Line Course: S39°33'20"W Length: 32.00' North:24658.9745' East:38755.87571 Segment #4 : Line Course: N50°26'40"W Length: 135.00' North:24744.9460' East:38651.7897' Segment #5 : Line Course: N39'33'20"E Length: 44.89' North:24779.5566' East: 38680.3768' Perimeter: 379.04' Area: 7415.05 Sq. Ft. Error Closure: 0.0062 Course: S14°59'05"W Error North:-0.00596 East:-0.00160 Precision 1:61130.65 Retreat Meadows Lot Closure Report 1357AP Page 7 of 70 BEYLER CON 5II LT ING LOT 6 North:24744.9494' East:38651.7893' Segment #1 : Line Course: S50°26'40"E Length: 135.00' North:24658.9779' East:38755.8753' Segment #2 : Line Course: S39°33'20"W Length: 55.00' North:24616.5725' East:38720.8499' Segment #3 : Line Course: N50*26'40"W Length: 127.00' North:24697.4494' East:38622.9319' Segment #4 : Line Course: N31°16'46"E Length: 55.58' North:24744.9506' East:38651.7897' Perimeter: 372.58' Area: 7205.00 Sq. Ft. Error Closure: 0.0012 Course: N21°29'20"E Error North: 0.00116 East: 0.00046 Precision 1:310483.33 Retreat Meadows Lot Closure Report Page 8 of 70 BEYLER CON S"LT ING LOT 7 North:24762.4894' East:38529.9546' Segment #1 : Line Course: S88°33'35"E Length: 103.79' North:24759.8807' East:38633.7118' Segment #2 : Line Course: S50°26'40"E Length: 23.45' North:24744.9471' East:38651.7919' Segment #3 : Line Course: S31°16'46"W Length: 55.58' North:24697.4459' East:38622.9341' Segment #4 : Line Course: S77°32'34"W Length: 19.02' North:24693.3431' East:38604.3619' Segment #5 : Line Course: N88°33'35"W Length: 76.12' North:24695.2564' East:38528.2659' Segment #6 : Line Course: N1°26'25"E Length: 67.25' North:24762.4851' East:38529.9562' Perimeter: 345.20' Area: 7251.88 Sq. Ft. Error Closure: 0.0046 Course: S21°05'20"E Error North:-0.00430 East: 0.00166 Precision 1:75045.65 Retreat Meadows Lot Closure Report Page 9 of 70 BEYLER CONSULTING LOT 8 North:24667.7570' East:38587.5919' Segment #1 : Line Course: S88°33'35"E. Length: 24.95' North:24667.1298' East:38612.5340' Segment #2 : Line Course: S50'26'40"E Length: 115.71' North:24593.4427' East:38701.7473' Segment #3 : Line Course: S39°33'20"W Length: 7.75' North:24587.4674' East:38696.8119' Segment #4 : Curve Length:48.20' Radius:280.00' Delta:9°51'45" Tangent:24.16' Chord: 48.14' Course: S34°37'27"W Course In: S50°26'40"E Course Out: N60°18'26"W RP North: 24409.1561' East: 38912.6940' End North: 24547.8531' East: 38669.4592' Segment #5 : Line Course: N58°15'37"W Length: 21.53' North:24559,1792' East:38651.1490' Segment #6 : Curve Length:47.59' Radius:90.00' Delta:30°17'58" Tangent:24.37' Chord: 47.04' Course: N73°24'36"W Course In: S31°44'23"W Course Out: N1°26'25"E RP North: 24482.6390' East: 38603.8035' End North: 24572.6101' East: 38606.0672' Segment #7 : Line Course: N88°33'35"W Length: 20.86' North:24573.1345' East:38585.2138' Segment #8 : Line Course: N1°26'25"E Length: 94.65' North:24667.7546' East:38587.5928' Retreat Meadows Lot Closure Report (� W Page 10 of 70 BEYLER CONSULTING Perimeter: 381.23' Area: 8186.37 Sq. Ft. Error Closure: 0.0026 Course: S21°21'15"E Error North:-0.00240 East: 0.00094 Precision 1:146396.15 LOT 9 North:24695.2607' East:38528.2644' Segment #1 : Line Course: S88°33'35"E Length: 60.00' North:24693.7526' East:38588.2454' Segment #2 : Line Course: S1°26'25"W Length: 120.65' North:24573.1407' East:38585.2129' Segment #3 : Line Course: N88°33'35"W Length: 60.00' North:24574.6488' East:38525.2319' Segment #4 : Line Course: N1°26'25"E Length: 120.65' North:24695.2607' East:38528.2644' Perimeter: 361.30' Area: 7239.00 Sq. Ft. Error Closure: 0.0000 Course: NO°00'00"E Error North: 0.00000 East: 0.00000 Precision 1:361300000.00 Retreat Meadows Lot Closure Report Page 11 of 70 BEYLER CONSULTING LOT 10 North:24574.6488' East:38525.2321' Segment #1 : Line Course: S88°33'35"E Length: 80.86' North:24572.6164' East:38606.0665' Segment #2 : Curve Length:47.59' Radius:90.00' Delta:30°17'58" Tangent:24.37' Chord: 47.04' Course: S73°24'36"E Course In: S1°26'25"W Course Out: N31°44'23"E RP North: 24482.6448' East: 38603.8044' End North: 24559.1854' East: 38651.1484' Segment #3 : Line Course: S58°15'37"E Length: 21.53' North:24547.8593' East:38669.4585' Segment #4 : Curve Length:35.06' Radius:280.00' Delta:7°10'29" Tangent:17.55' Chord: 35.04' Course: S26°06'20"W Course In: S60°18'26"E Course Out: N67°28'55"W RP North: 24409.1616' East: 38912.6928' End North: 24516.3939' East: 38654.0400' Segment #5 : Line Course: N88°33'35"W Length: 130.23' North:24519.6673' East:38523.8511' Segment #6 : Line Course: N1°26'25"E Length: 55.00' North:24574.6499' East:38525.2335' Perimeter: 370.28' Area: 7211.28 Sq. Ft. Error Closure: 0.0018 Course: N52°08'28"E Error North: 0.00113 East: 0.00145 Precision 1:205388.89 Retreat Meadows Lot Closure Report RKO Page 12 of 70 BEYLER CONSULTING LOT 11 North:24519.6661' East:38523.8498' Segment #1 : Line Course: S88°33'35"E Length: 130.23' North:24516.3928' East:38654.0386' Segment #2 : Curve Length:62.16' Radius:280.00' Delta:12°43'13" Tangent:31.21' Chord: 62.04' Course: S16°09'29"W Course In: S67°28'55"E Course Out: N80°12'08"W RP North: 24409.1599' East: 38912.6911' End North: 24456.8035' East: 38636.7736' Segment #3 : Line Course: N88°33'35"W North: 24459.6807' Segment #4 : Line Course: N1°26'25"E North: 24519.6618' Length: 114.47' East: 38522.3398' Length: 60.00' East: 38523.8479' Perimeter: 366.87' Area: 7269.92 Sq. Ft. Error Closure: 0.0047 Course: S23°14'45"W Error North:-0.00436 East:-0.00187 Precision 1:78029.79 Retreat Meadows Lot Closure Report UK*� Page 13 of 70 BEYLER CONSULTFNG LOT 12 North:24459.6851' East:38522.3418' Segment #1 : Line Course: S88°33'35"E Length: 114'.47' North:24456.8079' East:38636.7756' Segment #2 : Curve Length:40.84' Radius:280.00' Delta:8°21'28" Tangent:20.46' Chord: 40.81' Course: S5°37'08"W Course In: S80°12'08"E Course Out: N88°33'35"W RP North: 24409.1599' East: 38912.6917' End North: 24416.1940' East: 38632.7799' Segment #3 : Line Course: S1°26'25"W North: 24391.9017' Segment #4 : Line Course: N88°33'35"W North: 24394.7042' Length: 24.30' East: 38632.1691' Length: 111.50' East: 38520.7043' Segment #5 : Line Course: N1°26'25"E Length: 65.00' North:24459.6837' East:38522.3381' Perimeter: 356.12' Area: 7287.76 Sq. Ft. Error Closure: 0.0040 Course: S68°54'49"W Error North:-0.00142 East:-0.00369 Precision 1:89020.00 Retreat Meadows Lot Closure Report 9 Page 14 of 70 BEYLER CONS"LT ING LOT 13 North:24328.7265' East:38519.0494' Segment #1 : Line Course: N1°26'25"E Length: 66.00' North:24394.7056' East:38520.7083' Segment #2 : Line Course: S88*33'35"E Length: 111.50' North:24391.9031' East:38632.1731' Segment #3 : Line Course: S1°26'25"W Length: 66.00' North:24325.9239' East:38630.5142' Segment #4 : Line Course: N88°33'35"W Length: 111.50' North:24328.7265' East:38519.0494' Perimeter: 355.00' Area: 7359.00 Sq. Ft. Error Closure: 0.0000 Course: NO°00'00"E Error North: 0.00000 East: 0.00000 Precision 1:355000000.00 Retreat Meadows Lot Closure Report 3W Page 15 of 70 BEYLER CONSULTING LOT 14 North:24262.7473' East:38517.3906' Segment #1 : Line Course: N1°26'25"E Length: 66.00' North:24328.7265' East:38519.0495' Segment #2 : Line Course: S88°33'35"E Length: 111.50' North:24325.9239' East:38630.5143' Segment #3 : Line Course: S1°26'25"W Length: 66.00' North:24259.9448' East:38628.8554' Segment #4 : Line Course: N88'33'35"W Length: 111.50' North:24262.7473' East: 38517.3906' Perimeter: 355.00' Area: 7359.00 Sq. Ft. Error Closure: 0.0000 Course: NO°00'00"E Error North: 0.00000 East: 0.00000 Precision 1:355000000.00 Retreat Meadows Lot Closure Report ac Page 16 of 70 BEYLER CON BU LT ING LOT 15 North:24262.7473' East:38517.3906' Segment #1 : Line Course: S88°33'35"E Length: 111.50' North:24259.9448' East:38628.8554' Segment #2 : Line Course: S1°26'25"W Length: 26.66' North:24233.2932' East: 38628.1853' Segment #3 : Line Course: SO'07'45"E Length: 39.35' North:24193.9433' East:38628.2740' Segment #4 : Line Course: N88°33'35"W Length: 112.58' North:24196.7730' East: 38515.7296' Segment #5 : Line Course: N1°26'25"E Length: 66.00' North:24262.7521' East: 38517.3885' Perimeter: 356.09' Area: 7380.20 Sq. Ft. Error Closure: 0.0053 Course: N23°57'23"W Error North: 0.00482 East:-0.00214 Precision 1:67186.79 Retreat Meadows Lot Closure Report ato Page 17 of 70 BEYLER CONSULTING LOT 16 North:24196,7682' East:38515.7318' Segment #1 : Line Course: S88°33'35"E Length: 112.58' North:24193.9385' East:38628.2763' Segment #2 : Line Course: SO°07'45"E Length: 66.02' North:24127.9186' East: 38628.4251' Segment #3 : Line Course: N88°33'35"W Length: 114.39' North:24130.7938' East: 38514.0713' Segment #4 : Line Course: N1°26'25"E Length: 66.00' North:24196.7730' East: 38515.7302' Perimeter: 358.99' Area: 7489.81 Sq. Ft. Error Closure: 0.0051 Course: N19°19'59"W Error North: 0.00481 East:-0.00169 Precision 1:70390.20 V� Retreat Meadows Lot Closure Report Vro Page 18 of 70 BEYLER GON S❑LT ING LOT 17 North:24130.78901 East:38514.0731' Segment #1 : Line Course: S88°33'35"E North: 24127.9138' Segment #2 : Line Course: SO°07'45"E North: 24087.5839' Length: 114.39' East: 38628.4269' Length: 40.33' East: 38628.5179' Segment #3 : Curve Length:39.95' Radius:25.00' Delta:91°34'10" Tangent:25.69' Chord: 35.84' Course: S45°39'20"W Course In: S89°52'15"W Course Out: S1°26'25"W RP North: 24087.5276' East: 38603.5179' End North: 24062.5328' East: 38602.8869' Segment #4 : Line Course: N88°33'35"W Length: 90.50' North:24064.8076' East:38512.4154' Segment #5 : Line Course: N1°26'25"E Length: 66.00' North:24130.7867' East:38514.0743' Perimeter: 351.17' Area: 7466.23 Sq. Ft. Error Closure: 0.0026 Course: S28°49'29"E Error North:-0,00232 East: 0.00127 Precision 1:133484.62 3� 0 BEYLER CONSULTING Retreat Meadows Lot Closure Report Page 19 of 70 LOT 18 North:24012.8263' East:38511.1074' Segment #1 : Line Course: S88°33'35"E Length: 90.50' North:24010.5516' East:38601.5788' Segment #2 : Curve Length:39.27' Radius:25.00' Delta:90°00'00" Tangent:25.00' Chord: 35.36' Course: S43°33'35"E Course In: S1°26'25"W Course Out: S88°33'35"E RP North: 23985.5595' East: 38600.9504' End North: 23984.9277' East: 38625.9457' Segment #3 : Line Course: S1°26'25"W Length: 39.50' North:23945.4402' East:38624.9529' Segment #4 : Line Course: N88°33'35"W Length: 115.50' North:23948.3433' East:38509.4894' Segment #5 : Line Course: N1°26'25"E Length: 64.50' North:24012.8229' East:38511.1106' Perimeter: 349.27' Area: 7315.62 Sq. Ft. Error Closure: 0.0047 Course: S43°33'35"E Error North:-0.00338 East: 0.00321 Precision 1:73480.85 Retreat Meadows Lot Closure Report Page 20 of 70 BEYLER LOT 19 North:23948.3467' East:38509.4863' Segment #1 : Line Course: S88°33'35"E Length: 115.50' North:23945.4436' East:38624.9498' Segment #2 : Line Course: S1°26'25"W Length: 62.50' North:23882.9633' East:38623.3789' Segment #3 : Line Course: N88°33'35"W Length: 115.50' North:23885.8664' East:38507.9154' Segment #4 : Line Course: N1°26'25"E Length: 62.50' North:23948.3467' East:38509.4863' Perimeter: 356.00' Area: 7218.75 Sq. Ft. Error Closure: 0.0000 Course: NO°00'00"E Error North: 0.00000 East: 0.00000 Precision 1:356000000.00 Retreat Meadows Lot Closure Report Page 21 of 70 BEYLER CONSULTING LOT 20 North:23885.8664' East:38507.9155' Segment #1 : Line Course: S88°33'35"E Length: 115.50' North:23882.9633' East:38623.3790' Segment #2 : Line Course: S1°26'25"W Length: 62.50' North:23820.4831' East:38621.8081' Segment #3 : Line Course: N88°33'35"W Length: 115.50' North:23823.3862' East:38506.3446' Segment #4 : Line Course: N1°26'25"E Length: 62.50' North:23885.8664' East:38507.9155' Perimeter: 356.00' Area: 7218.75 Sq. Ft. Error Closure: 0.0000 Course: NO°00'00"E Error North: 0.00000 East: 0.00000 Precision 1:356000000.00 Retreat Meadows Lot Closure Report i O Page 22 of 70 BEYLER CONSULTING 111 LOT 21 North:23823.3861' East:38506.3447' Segment #1 : Line Course: S88°33'35"E Length: 115.50' North:23820.4831' East: 38621.8082' Segment #2 : Line Course: S1°26'25"W Length: 62.50' North:23758,0028' East:38620.2373' Segment #3 : Line Course: N88°33'35"W Length: 115.50' North:23760.9059' East: 38504.7738' Segment #4 : Line Course: N1°26'25"E Length: 62.50' North:23823.3861' East:38506.3447' Perimeter: 356.00' Area: 7218.75 Sq. Ft. Error Closure: 0.0000 Course: NO°00'00"E Error North: 0.00000 East: 0.00000 Precision 1:356000000.00 Retreat Meadows Lot Closure Report iB Page 23 of 70 BEYLER CONSULTING LOT 22 North:23760.9059' East:38504.7739' Segment #1 : Line Course: S88°33'35"E Length: 115.50' North:23758.0028' East:38620.2374' Segment #2 : Line Course: S1°26'25"W Length: 62.50' North:23695.5226' East:38618.6665' Segment #3 : Line Course: N88°33'35"W Length: 115.50' North:23698.4256' East:38503.2030' Segment #4 : Line Course: N1°26'25"E Length: 62.50' North:23760.9059' East:38504.7739' Perimeter: 356.00' Area: 7218.75 Sq. Ft. Error Closure: 0.0000 Course: NO°00'00"E Error North: 0.00000 East: 0.00000 Precision 1:356000000.00 Retreat Meadows Lot Closure Report & Page 24 of 70 BEYLER CONs U LT I NG W LOT 23 North:23698.4256' East:38503.2031' Segment #1 : Line Course: S88°33'35"E Length: 115.50' North:23695.5225' East:38618.66661 Segment #2 : Line Course: S1°26'25"W Length: 67.50' North:23628.0439' East: 38616.9700' Segment #3 : Line Course: N89°07'11"W Length: 115.51' North:23629.8185' East:38501.47361 Segment #4 : Line Course: N1°26'25"E Length: 68.63' North:23698.4268' East:38503.1986' Perimeter: 367.13' Area: 7861.43 Sq. Ft. Error Closure: 0.0046 Course: N75°28'58"W Error North: 0.00115 East:-0.00446 Precision 1:79813.04 Retreat Meadows Lot Closure Report Page 25 of 70 BEYLER CONSULTING LOT 24 End North: 23737.4898' East: 38671.7381' Segment #1 : Curve Length:39,27' Radius:25.00' Delta:90°00'00" Tangent:25.00' Chord: 35.36' Course: N46°26'25"E Course In: S88°33'35"E Course Out: N1°26'25"E RP North: 23736.8615' East: 38696.7302' End North: 23761.8568' East: 38697.3620' Segment #2 : Line Course: S88°33'35"E Length: 31.50' North:23761.0650' East:38728.8520' Segment #3 : Line Course: S1°26'25"W Length: 134.73' North:23626.3776' East:38725.4656' Segment #4 : Line Course: N89*07'11"W Length: 56.50' North:23627.2456' East:38668.9723' Segment #5 : Line Course: N1°26'25"E Length: 110.28' North:23737.4908' East:38671.7441' Perimeter: 372.28' Area: 7493.57 Sq. Ft. Error Closure: 0.0061 Course: N81°12'17"E Error North: 0.00093 East: 0.00602 Precision 1:60388.52 Retreat Meadows Lot Closure Report & Page 26 of 70 BEYLER CONSULTING LOT 25 North:23761.0619' East:38728.8486' Segment #1 : Line Course: S88°33'35"E Length: 54.00' North:23759.7046' East:38782.8315' Segment #2 : Line Course: S1°26'25"W Length: 134.20' North:23625.5470' East: 38779.4584' Segment #3 : Line Course: N89°07'11"W Length: 54.00' North:23626.3766' East:38725.4648' Segment #4 : Line Course: N1°26'25"E Length: 134.73' North:23761.0641' East: 38728.8512' Perimeter: 376.93' Area: 7261.03 Sq. Ft. Error Closure: 0.0034 Course: N50°42'37"E Error North: 0.00216 East: 0.00263 Precision 1:110861.76 Retreat Meadows Lot Closure Report Page 27 of 70 BEYLER LOT 26 North:23759.7047' East:38782.8315' Segment #1 : Line Course: S88°33'35"E Length: 54.00' North:23758.3475' East:38836.8145' Segment #2 : Line Course: S1°26'25"W Length: 133.67' North:23624.7197' East:38833.4547' Segment #3 : Line Course: N89°07'11"W Length: 54.00' North:23625.5493' East:38779.4611' Segment #4 : Line Course: N1*26'25"E Length: 134.20' North:23759.7069' East:38782.8342' Perimeter: 375.87' Area: 7232.53 Sq. Ft. Error Closure: 0.0034 Course: N50°42'37"E Error North: 0.00216 East: 0.00263 Precision 1:110550.00 Retreat Meadows Lot Closure Report 1l Page 28 of 70 BEYLER 11") LOT 27 North:23758.3476' East:38836.8145' Segment #1 : Line Course: S88°33'35"E Length: 54.00' North:23756.9903' East:38890.7974' Segment #2 : Line Course: S1°26'25"W Length: 133.14' North:23623.8923' East:38887.4510' Segment #3 : Line Course: N89°07'11"W Length: 54.00' North:23624.7219' East:38833.4573' Segment #4 : Line Course: N1°26'25"E Length: 133.67' North:23758.3497' East:38836.8171' Perimeter: 374.82' Area: 7204.04 Sq. Ft. Error Closure: 0.0034 Course: N50°42'37"E Error North: 0.00216 East: 0.00263 Precision 1:110238.24 Retreat Meadows Lot Closure Report Page 29 of 70 BEYLER CONSULTING LOT 28 North:23756.9904' East:38890.7974' Segment #1 : Line Course: S88°33'35"E Length: 54.50' North:23755.6205' East:38945.2802' Segment #2 : Line Course: S1°26'25"W Length: 132.61' North:23623.0524' East:38941.9471' Segment #3 : Line Course: N89'07'11"W Length: 54.50' North:23623.8897' East: 38887.4535' Segment #4 : Line Course: N1°26'25"E Length: 133.14' North:23756.9877' East:38890.8000' Perimeter: 374.76' Area: 7241.85 Sq. Ft. Error Closure: 0.0037 Course: S42°52'33"E Error North:-0.00273 East: 0.00254 Precision 1:101283.78 Retreat Meadows Lot Closure Report Page 30 of 70 BEYLER CONSULTING LOT 29 North:23755.6206' East:38945.2802' Segment #1 : Line Course: S88°33'35"E Length: 18.31' North:23755.1604' East:38963.5844' Segment #2 : Curve Length:36.96' Radius:81.00' Delta:26°08'45" Tangent:18.81' Chord: 36.64' Course: N78°22'02"E Course In: N1°26'25"E Course Out: S24°42'21"E RP North: 23836.1348' East: 38965.6204' End North: 23762.5484' East: 38999.4718' Segment #3 : Line Course: S1'26'25"W Length: 140.37' North:23622.2228' East:38995.9436' Segment #4 : Line Course: N89°07'11"W Length: 54.00' North:23623.0524' East: 38941.9500' Segment #5 : Line Course: N1°26'25"E Length: 132.61' North:23755.6205' East:38945.2832' Perimeter: 382.26' Area: 7243.28 Sq. Ft. Error Closure: 0.0030 Course: S87°25'44"E Error North:-0.00013 East: 0.00296 Precision 1:127310.00 Retreat Meadows Lot Closure Report at Page 31 of 70 BEYLER CONSULTING LOT 30 End North: 23762.5492' East: 38999.4715' Segment #1 : Curve Length:29.92' Radius:81.00' Delta:21°10'02" Tangent:15.13' Chord: 29.75' Course: N54°42'38"E Course In: N24°42'21"W Course Out: S45°52'23"E RP North: 23836.1349' East: 38965.6167' End North: 23779.7360' East: 39023.7547' Segment #2 : Line Course: S52°57'53"E Length: 37.08' North:23757.4024' East: 39053.3544' Segment #3 : Line Course: S1°26'25"W Length: 136.06' North:23621.3854' East:39049.9345' Segment #4 : Line Course: N89°07'11"W Length: 54.00' North:23622.2150' East:38995.9409' Segment #5 : Line Course: N1°26'25"E Length: 140.37' North:23762.5407' East:38999.4691' Perimeter: 397.44' Area: 7961.80 Sq. Ft. Error Closure: 0.0088 Course: S15°37'57"W Error North:-0.00849 East:-0.00238 Precision 1:45143.18 (W a Retreat Meadows Lot Closure Report Page 32 of 70 BEYLER CONSULTING I-) LOT 31 North:23853.8177' East:39047.0932' Segment #1 : Line Course: S88°32'31"E Length: 115.86' North:23850.8697' East:39162.9157' Segment #2 : Line Course: S1°28'26"W Length: 74.00' North:23776.8941' East:39161.0123' Segment #3 : Line Course: N88°32'31"W Length: 103.81' North:23779.5356' East:39057.2359' Segment #4 : Line Course: N52°57'53"W Length: 26.84' North:23795.7015' East:39035.8105' Segment #5 : Curve Length:40.27' Radius:81.00' Delta:28°29'08" Tangent:20.56' Chord: 39.86' Course: N15°42'03"E Course In: N60°03'23"W Course Out: S88°32'31"E RP North: 23836.1324' East: 38965.6226' End North: 23834.0742' East: 39046.5972' Segment #6 : Line Course: N1°27'29"E Length: 19.75' North:23853.8178' East: 39047.0997' Perimeter: 380.54' Area: 8678.73 Sq. Ft. Error Closure: 0.0065 Course: N88°56'20"E Error North: 0.00012 East: 0.00652 Precision 1:58480.00 Retreat Meadows Lot Closure Report Page 33 of 70 BEYLER CONSULTING LOT 32 North:23928.7934' East:39049.0017' Segment #1 : Line Course: S88°32'31"E Length: 115.88' North:23925.8449' East:39164.8442' Segment #2 : Line Course: S1°28'26"W Length: 75.00' North:23850.8697' East:39162.9151' Segment #3 : Line Course: N88°32'31"W Length: 115.86' North:23853.8177' East:39047.0926' Segment #4 : Line Course: N1°27'29"E Length: 75.00' North:23928.7935' East: 39049.0010' Perimeter: 381.74' Area: 8690.41 Sq. Ft. Error Closure: 0.0007 Course: N88°18'57"W Error North: 0.00002 East:-0.00073 Precision 1:545342.86 Retreat Meadows Lot Closure Report Page 34 of 70 BEYLER CONSULTING LOT 33 North:24003.7692' East:39050.9102' Segment #1 : Line Course: S88°32'31"E Length: 115.90' North:24000.8201' East:39166.7727' Segment #2 : Line Course: S1°28'26"W Length: 75.00' North:23925.8449' East:39164.8435' Segment #3 : Line Course: N88'32'31"W Length: 115.88' North:23928.7935' East: 39049.0011' Segment #4 : Line Course: N1°27'29"E Length: 75.00' North:24003.7692' East:39050.9095' Perimeter: 381.79' Area: 8691.95 Sq. Ft. Error Closure: 0.0007 Course: N88°18'57"W Error North: 0.00002 East:-0.00073 Precision 1:545400.00 Retreat Meadows Lot Closure Report 3 w4p W Page 35 of 70 a BEYLER CONSULTING LOT 34 North:23923.7687' East:38931.1905' Segment #1 : Line Course: S88°31'26"E North: 23922.0775' Segment #2 : Line Course: S1°27'29"W North: 23835.3956' Length:65.65' East: 38996.8187' Length: 86.71' East: 38994.6124' Segment #3 : Curve Length:45.54' Radius:29.00' Delta:89°58'55" Tangent:28.99' Chord: 41.01' Course: S46°26'57"W Course In: N88°32'31"W Course Out: S1°26'25"W RP North: 23836.1335' East: 38965.6218' End North: 23807.1398' East: 38964.8898' Segment #4 : Line Course: N88°33'35"W Length: 36.69' North:23808.0620' East:38928.2114' Segment #5 : Line Course: N1°28'34"E Length: 115.74' North:23923.7636' East:38931.1929' Perimeter: 350.33' Area: 7418.23 Sq. Ft. Error Closure: 0.0056 Course: S25°11'12"E Error North:-0.00509 East: 0.00239 Precision 1:61750.00 � Retreat Meadows Lot Closure Report A Page 36 of 70 BEYLER CONSULTING LOT 35 North:23925.3916' East:38868.2114' Segment #1 : Line Course: S88°31'26"E Length: 63.00' North:23923.7687' East:38931.1905' Segment #2 : Line Course: S1°28'34"W Length: 115.74' North:23808.0671' East: 38928.2090' Segment #3 : Line Course: N88°33'35"W Length: 63.00' North:23809.6506' East:38865.2289' Segment #4 : Line Course: N1°28'34"E Length: 115.78' North:23925.3922' East:38868.2115' Perimeter: 357.52' Area: 7292.92 Sq. Ft. Error Closure: 0.0006 Course: N2°39'15"E Error North: 0.00060 East: 0.00003 Precision 1:595866.67 Retreat Meadows Lot Closure Report NPage 37 of 70 BEYLER CONSULTING LOT 36 North:23926,9945' East:38805.2371' Segment #1 : Line Course: S88°33'35"E Length: 31.64' North:23926.1992' East:38836.8671' Segment #2 : Line Course: S88°31'26"E Length: 31.35' North:23925.3916' East:38868.2067' Segment #3 : Line Course: S1°28'34"W Length: 115.78' North:23809.6500' East:38865.2242' Segment #4 : Line Course: N88°33'35"W Length: 62.96' North:23811.2325' East:38802.2841' Segment #5 : Line Course: N1°27'29"E Length: 115.80' North:23926.9950' East: 38805.2307' Perimeter: 357.53' Area: 7292.37 Sq. Ft. Error Closure: 0.0065 Course: N84°56'18"W Error North: 0.00057 East:-0.00647 Precision 1:55004.6� BRetreat Meadows Lot Closure Report Page 38 of 70 BEYLER CON S"LT ING LOT 37 North:23928.5777' East: 38742.2621' Segment #1 : Line Course: S88°33'35"E Length: 62.99' North:23926.9945' East:38805.2322' Segment #2 : Line Course: S1°27'29"W Length: 115.80' North:23811.2320' East:38802.2856' Segment #3 : Line Course: N88°33'35"W Length: 62.96' North:23812.8145' East:38739.34551 Segment #4 : Line Course: N1°26'25"E Length: 115.80' North:23928.57791 East:38742.2561' Perimeter: 357.55' Area: 7292.72 Sq. Ft. Error Closure: 0.0059 Course; N88°30121"W Error North: 0.00015 East:-0.00593 Precision 1:60601.69 Retreat Meadows Lot Closure Report Page 39 of 70 BEYLER CONSULTING LOT 38 North:23930,2289' East:38676.5828' Segment #1 : Line Course: S88°33'35"E Length: 65.70' North:23928.5776' East:38742.2621' Segment #2 : Line Course: S1°26'25"W Length: 115.80' North:23812.8142' East:38739.3514' Segment #3 : Line Course: N88°33'35"W Length: 40.70' North:23813.8372' East:38698.6643' Segment #4 : Curve Length:39.27' Radius:25.00' Delta:90°00'00" Tangent:25.00' Chord: 35.36' Course: N43°33'35"W Course In: N1°26'25"E Course Out: N88°33'35"W RP North: 23838.8293' East: 38699.2927' End North: 23839.4610' East: 38674.2973' Segment #5 : Line Course: N1°26'22"E Length: 90.80' North:23930.2324' East:38676.5783' Perimeter: 352.27' Area: 7473.87 Sq. Ft. Error Closure: 0.0057 Course: N53°02'09"W Error North: 0.00341 East:-0.00453 Precision 1:61115.79 Retreat Meadows Lot Closure Report Page 40 of 70 BEYLER CONSULTING LOT 39 North:23983.2122' East:38677.9149' Segment #1 : Line Course: S88°33'35"E Length: 160.35' North:23979.1818' East:38838.2142' Segment #2 : Line Course: S1°27'24"W Length: 53.00' North:23926.1989' East:38836.8669' Segment #3 : Line Course: N88°33'35"W Length: 160.34' North:23930.2291' East:38676.5775' Segment #4 : Line Course: N1°26'25"E Length: 53.00' North:23983.2123' East: 38677.9097' Perimeter: 426.69' Area: 8498.17 Sq. Ft. Error Closure: 0.0052 Course: N88°32'08"W Error North: 0.00013 East:-0.00516 Precision 1:82055.77 Retreat Meadows Lot Closure Report Page 41 of 70 BEYLER CONSULTING LOT 40 North:24036.1955' East:38679.2469' Segment #1 : Line Course: S88°33'35"E Length: 160.37' North:24032.1646' East: 38839.5662' Segment #2 : Line Course: S1°27'24"W Length: 53.00' North:23979.1817' East:38838.2189' Segment #3 : Line Course: N88°33'35"W Length: 160.35' North:23983.2121' East:38677.9196' Segment #4 : Line Course: N1°26'25"E Length: 53.00' North:24036.1953' East:38679.2517' Perimeter: 426.72' Area: 8498.98 Sq. Ft. Error Closure: 0.0048 Course: S88'35'07"E Error North:-0.00012 East: 0.00484 Precision 1:88900.00 Retreat Meadows Lot Closure Report i35i Page 42 of 70 BEYLER CONSULTING LOT 41 North:24089.1787' East:38680.5789' Segment #1 : Line Course: S88°33'35"E Length: 160.38' North:24085.1476' East:38840.9083' Segment #2 : Line Course: S1°27'24"W Length: 53.00' North:24032.1647' East:38839.56101 Segment #3 : Line Course: N88°33'35"W Length: 160.37' North:24036.1956' East:38679.2416' Segment #4 : Line Course: N1°26'25"E Length: 53.00' North:24089.1789' East:38680.57381 Perimeter: 426.75' Area: 8499.79 Sq. Ft. Error Closure: 0.0052 Course: N88°32'08"W Error North: 0.00013 East:-0.00516 Precision 1:82067.31 Retreat Meadows Lot Closure Report 1� Page 43 of 70 BEYLER CONSULTING LOT 42 North:24142.1620' East:38681.9110' Segment #1 : Line Course: S88°33'35"E Length: 160.40' North:24138.1303' East:38842.2603' Segment #2 : Line Course: S1°27'24"W Length: 53.00' North:24085.1475' East:38840.9130' Segment #3 : Line Course: N88°33'35"W Length: 160.38' North:24089.1786' East:38680.5837' Segment #4 : Line Course: N1*26'25"E Length: 53.00' North:24142.1619' East: 38681.9158' Perimeter: 426.78' Area: 8500.60 Sq. Ft. Error Closure: 0.0048 Course: S88°35'07"E Error North:-0.00012 East: 0.00484 Precision 1:88912.50 B Retreat Meadows Lot Closure Report (i Page 44 of 70 BEYLER CONSULTING 1 LOT 43 End North: 24231.8834' East: 38684.1676' Segment #1 : Curve Length:39.06' Radius:25.00' Delta:89°31'31" Tangent:24.79' Chord: 35.21' Course: N46°12'10"E Course In: S88°33'35"E Course Out: NO°57'56"E RP North: 24231.2551' East: 38709.1597' End North: 24256.2526' East: 38709.5820' Segment #2 : Line Course: S89°02'04"E Length: 40.91' North:24255.5632' East:38750.4862' Segment #3 : Line Course: S1°26'25"W Length: 115.09' North:24140.5095' East:38747.5934' Segment #4 : Line Course: N88°33'35"W Length: 65.70' North:24142.1609' East:38681.9141' Segment #5 : Line Course: N1°26'27"E Length: 89.75' North:24231.8825' East:38684.1709' Perimeter: 350.51' Area: 7411.77 Sq. Ft. Error Closure: 0.0034 Course: S74°24'21"E Error North:-0.00091 East: 0.00326 Precision 1:101958.82 Retreat Meadows Lot Closure Report Page 45 of 70 BEYLER CONSULTING LOT 44 North:24255.5622' East:38750.4827' Segment #1 : Line Course: S89°02'04"E Length: 63.04' North:24254.4999' East:38813.5138' Segment #2 : Line Course: S1°27'29"W Length: 115.61' North:24138.9274' East:38810.5721' Segment #3 : Line Course: N88°33'35"W Length: 63.01' North:24140.5111' East:38747.5820' Segment #4 : Line Course: N1°26'25"E Length: 115.09' North:24255.5648' East: 38750.4748' Perimeter: 356.75' Area: 7269.65 Sq. Ft. Error Closure: 0.0084 Course: N72°29'08"W Error North: 0.00252 East:-0.00797 Precision 1:42470.24 Retreat Meadows Lot Closure Report Page 46 of 70 BEYLER LOT 45 North:24254.4999' East:38813.5172' Segment #1 : Line Course: S89°02'04"E Length: 63.04' North:24253.4376' East:38876.5483' Segment #2 : Line Course: S1°28'34"W Length: 116.15' North:24137.3262' East:38873.5562' Segment #3 : Line Course: N88°31'26"W Length: 31.31' North:24138.1327' East: 38842.2566' Segment #4 : Line Course: N88°33'35"W Length: 31.69' North:24138.9293' East:38810.5766' Segment #5 : Line Course: N1°27'29"E Length: 115.61' North:24254.5018' East:38813.5183' Perimeter: 357.81' Area: 7302.88 Sq. Ft. Error Closure: 0.0022 Course: N30°46'32"E Error North: 0.00188 East: 0.00112 Precision 1:162636.36 Retreat Meadows Lot Closure Report Page 47 of 70 BEYLER CGN SULT ING LOT 46 North:24253.4376' East:38876.5520' Segment #1 : Line Course: S89002'04"E Length: 63.00' North:24252.3760' East:38939.5431' Segment #2 : Line Course: S1°28'34"W Length: 116.71' North:24135.7047' East:38936.5366' Segment #3 : Line Course: N88°31'26"W Length: 63.00' North:24137.3276' East:38873.5575' Segment #4 : Line Course: N1°28'34"E Length: 116.15' North:24253.4391' East:38876.5496' Perimeter: 358.87' Area: 7335.27 Sq. Ft. Error Closure: 0.0029 Course: N59°40'36"W Error North: 0.00144 East:-0.00246 Precision 1:123744.83 Retreat Meadows Lot Closure Report 1u Page 48 of 70 BEYLER CONSULTING LOT 47 North:24252.3760' East: 38939.5456' Segment #1 : Line Course: S89°02'04"E Length: 40.44' North:24251.6946' East:38979.9798' Segment #2 : Curve Length:39.49' Radius:25.00' Delta:90°29'33" Tangent:25.22' Chord: 35.51' Course: S43°47'17"E Course In: SO°57'56"W Course Out: S88°32'31"E RP North: 24226.6981' East: 38979.5586' End North: 24226.0597' East: 39004.5525' Segment #3 : Line Course: S1°27'29"W Length: 92.08' North:24134.0095' East: 39002.2095' Segment #4 : Line Course: N88°31'26"W Length: 65.69' North:24135.7017' East:38936.5413' Segment #5 : Line Course: N1°28'34"E Length: 116.71' North:24252.3730' East:38939.5478' Perimeter: 354.41' Area: 7547.29 Sq. Ft. Error Closure: 0.0037 Course: S35°57'45"E Error North:-0.00303 East: 0.00220 Precision 1:94710.81 Retreat Meadows Lot Closure Report ,Page 49 of 70 B BEYLER CONSULTING LOT 48 North:23979.1821' East:38838.2146' Segment #1 : Line Course: S88°31'26"E Length: 160.00' North:23975.0605' East:38998.1615' Segment #2 : Line Course: S1°27'29"W Length: 53.00' North:23922.0777' East:38996.8129' Segment #3 : Line Course: N88°31'26"W Length: 160.00' North:23926.1993' East:38836.8660' Segment #4 : Line Course: N1°27'24"E Length: 53.00' North:23979.1822' East:38838.2134' Perimeter: 426.00' Area: 8480.02 Sq. Ft. Error Closure: 0.0013 Course: N88°32'33"W Error North: 0.00003 East:-0.00128 Precision 1:327692.31 BRetreat Meadows Lot Closure Report 0 Page 50 of 70 BEYLER GGNSU LT ING LOT 49 North:24032.1650' East: 38839.5620' Segment #1 : Line Course: S88°31'26"E Length: 160.00' North:24028.0434' East:38999.5089' Segment #2 : Line Course: S1°27'29"W Length: 53.00' North:23975.0605' East:38998.1603' Segment #3 : Line Course: N88°31'26"W Length: 160.00' North:23979.1822' East: 38838.2134' Segment #4 : Line Course: N1°27'24"E Length: 53.00' North:24032.1650' East:38839.5607' Perimeter: 426.00' Area: 8480.09 Sq. Ft. Error Closure: 0.0013 Course: N88'32'33"W Error North: 0.00003 East:-0.00128 Precision 1:327692.31 Retreat Meadows Lot Closure Report Page 51 of 70 BEYLER CONSULTING LOT 50 North:24085.1479' East:38840.9093' Segment #1 : Line Course: S88°31'26"E Length: 160.00' North:24081.0263' East:39000.8562' Segment #2 : Line Course: S1°27'29"W Length: 53.00' North:24028.0434' East:38999.5076' Segment #3 : Line Course: N88°31'26"W Length: 160.00' North:24032.1650' East:38839.5607' Segment #4 : Line Course: N1°27'24"E Length: 53.00' North:24085.1479' East:38840.9080' Perimeter: 426.01' Area: 8480.16 Sq. Ft. Error Closure: 0.0013 Course: N88°32'33"W Error North: 0.00003 East:-0.00128 Precision 1:327692.31 B Retreat Meadows Lot Closure Report 17 Page 52 of 70 BEYLER CONSULTING LOT 51 North:24138.1308' East:38842.2566' Segment #1 : Line Course: S88°31'26"E Length: 160.01' North:24134.0089' East: 39002.2135' Segment #2 : Line Course: S1°27'29"W Length: 53.00' North:24081.0260' East:39000.8649' Segment #3 : Line Course: N88°31'26"W Length: 160.00' North:24085.1477' East:38840.9180' Segment #4 : Line Course: N1°27'24"E Length: 53.00' North:24138.1305' East:38842.2653' Perimeter: 426.01' Area: 8480.23 Sq. Ft. Error Closure: 0.0087 Course: S88°31'16"E Error North:-0.00022 East: 0.00871 Precision 1:48966.67 Retreat Meadows Lot Closure Report Page 53 of 70 BEYLER CONSULTING LOT 52 North:24462.7697' East:38799.2638' Segment #1 : Line Course: S88°32'31"E Length: 51.25' North:24461.4656' East:38850.4972' Segment #2 : Line Course: S1°27'33"W Length: 147.56' North:24313.9535' East:38846.7396' Segment #3 : Line Course: N89°02'04"W Length: 49.97' North:24314.7955' East:38796.7767' Segment #4 : Line Course: NO°57'56"E Length: 148.00' North:24462.7745' East:38799.2707' Perimeter: 396.79' Area: 7479.27 Sq. Ft. Error Closure: 0.0085 Course: N55°12'18"E Error North: 0.00483 East: 0.00695 Precision 1:46680.00 3 Retreat Meadows Lot Closure Report 1i Page 54 of 70 BEYLER CONSULTING W LOT 53 North:24464.0421' East:38749.2781' Segment #1 : Line Course: S88°32'31"E Length: 50.00' North:24462.7698' East:38799.2619' Segment #2 : Line Course: SO°57'56"W Length: 148.00' North:24314.7908' East:38796.7679' Segment #3 : Line Course: N89°02'04"W Length: 50.00' North:24315.6334' East:38746.7750' Segment #4 : Line Course: NO°57'56"E Length: 148.43' North:24464.0423' East: 38749.2763' Perimeter: 396.43' Area: 7410.75 Sq. Ft. Error Closure: 0.0019 Course: N82°18'17"W Error North: 0.00025 East:-0.00184 Precision 1:208647.37 Retreat Meadows Lot Closure Report Page 55 of 70 BEYLER CONSULTING LOT 54 North:24479.2005' East:38704.1425' Segment #1 : Line Course: S71°26'09"E Length: 47.61' North:24464.0431' East: 38749.2752' Segment #2 : Line Course: SO°57'56"W Length: 148.43' North:24315.6342' East:38746.7740' Segment #3 : Line Course: N89°02'04"W Length: 31.28' North:24316.1613' East:38715.4984' Segment #4 : Curve Length:39.48' Radius:25.00' Delta:90°28'29" Tangent:25.21' Chord: 35.50' Course: N43°47'50"W Course In: NO°57'56"E Course Out: N88°33'35"W RP North: 24341.1577' East: 38715.9197' End North: 24341.7850' East: 38690.9286' Segment #5 : Line Course: N1°26'25"E Length: 72.93' North:24414.6919' East:38692.7617' Segment #6 : Curve Length:65.75' Radius:220.00' Delta:17°07'27" Tangent:33.12' Chord: 65.51' Course: N10°00'08"E Course In: S88°33'35"E Course Out: N71°26'09"W RP North: 24409.1622' East: 38912.6922' End North: 24479.2062' East: 38704.1399' Perimeter: 405.48' Area: 8415.96 Sq. Ft. Error Closure: 0.0063 Course: N24°35'35"W Error North: 0.00571 East:-0.00261 Precision 1:63692.06 Retreat Meadows Lot Closure Report �W Page 56 of 70 BEYLER CONSULTING LOT 55 North:24556.2195' East:38748.8209' Segment #1 : Line Course: S50°26'40"E Length: 132.22' North:24472.0184' East:38850.7635' Segment #2 : Line Course: S1°27'33"W Length: 10.56' North:24461.4618' East:38850.4946' Segment #3 : Line Course: N88°32'31"W Length: 101.25' North:24464.0381' East:38749.2774' Segment #4 : Line Course: N71°26'09"W Length: 47.61' North:24479.1955' East:38704.1446' Segment #5 : Curve Length:80.60' Radius:220.00' Delta:20°59'28" Tangent:40.76' Chord: 80.15' Course: N29°03'35"E Course In: S71°26'09"E Course Out: N50°26'40"W RP North: 24409.1549' East: 38912.6975' End North: 24549.2558' East: 38743.0751' Segment #6 : Line Course: N39°33'20"E Length: 9.03' North:24556.2180' East:38748.8257' Perimeter: 381.26' Area: 7553.26 Sq. Ft. Error Closure: 0.0051 Course: S72°10'30"E Error North:-0.00155 East: 0.00482 Precision 1:74670.59 Retreat Meadows Lot Closure Report �e Page 57 of 70 BEYLER CONSULTING LOT 56 North:24610.1901' East: 38793.3986' Segment #1 : Line Course: S50°26'40"E Length: 77.34' North:24560.9380' East: 38853.0283' Segment #2 : Line Course: S1°27'33"W Length: 88.95' North:24472.0169' East:38850.7632' Segment #3 : Line Course: N50°26'40"W Length: 132.22' North:24556.2180' East:38748.8206' Segment #4 : Line Course: N39°33'20"E Length: 70.00' North:24610.1885' East:38793.3984' Perimeter: 368.51' Area: 7334.62 Sq. Ft. Error Closure: 0.0016 Course: S4°35'50"W Error North:-0.00162 East:-0.00013 Precision 1:230318.75 Retreat Meadows Lot Closure Report IT Page 58 of 70 BEYLER CONSULTING 1 TRACT A North:24610.1901' East:38793.3986' Segment #1 : Line Course: N39°33'20"E Length: 45.72' North:24645.4406' East:38822.5143' Segment #2 : Curve Length:62.22' Radius:280.00' Delta:12°43'57" Tangent:31.24' Chord: 62.09' Course: N33°11'21"E Course In: N50°26'40"W Course Out: S63°10'37"E RP North: 24823.7519' East: 38606.6322' End North: 24697.4017' East: 38856.5026' Segment #3 : Line Course: S1°27'33"W North: 24560.9360' Segment #4 : Line Course: N50°26'40"W North: 24610.1881' Length: 136.51' East: 38853.0265' Length: 77.34' East: 38793.3968' Perimeter: 321.80' Area: 3925.50 Sq. Ft. Error Closure: 0.0027 Course: S41°54'57"W Error North:-0.00202 East:-0.00181 Precision 1:119133.33 Retreat Meadows Lot Closure Report Page 59 of 70 BEYLER CONSULTING TRACT B North:24249.9758' East:39081.9704' Segment #1 : Line Course: S89°02'04"E Length: 49.47' North:24249.1421' East:39131.4333' Segment #2 : Curve Length:41.78' Radius:530.00' Delta:4°30'58" Tangent:20.90' Chord: 41.77' Course: N88°42'27"E Course In: NO°57'56"E Course Out: S3°33'03"E RP North: 24779.0669' East: 39140.3645' End North: 24250.0843' East: 39173.1927' Segment #3 : Line Course: S1°28'26"W Length: 249.35' North:24000.8168' East:39166.7791' Segment #4 : Line Course: N88°32'31"W Length: 115.90' North:24003.7659' East:39050.9166' Segment #5 : Line Course: N1°27'29"E Length: 221.92' North:24225.6141' East:39056.5634' Segment #6 : Curve Length:39.05' Radius:25.00' Delta:89°30'27" Tangent:24.79' Chord: 35.20' Course: N46°12'43"E Course In: S88°32'31"E Course Out: NO°57'56"E RP North: 24224.9779' East: 39081.5553' End North: 24249.9722' East: 39081.9744' Perimeter: 717.47' Area: 28551.32 Sq. Ft. Error Closure: 0.0054 Course: S48°42'03"E Error North:-0.00357 East: 0.00407 Precision 1:132150.00 iM# Retreat Meadows Lot Closure Report W Page 60 of 70 BEYLER CONSULTING TRACT C North:23795.7038' East:39035.8047' Segment #1 : Line Course: S52°57'53"E Length: 26.84' North:23779.5379' East:39057.2301' Segment #2 : Line Course: S88°32'31"E Length: 103.81' North:23776.8965' East: 39161.0065' Segment #3 : Line Course: S1°28'26"W Length: 157.20' North:23619.7485' East:39156.9631' Segment #4 : Line Course: N89°07'11"W Length: 107.04' North:23621.3930' East:39049.9357' Segment #5 : Line Course: N1°26'25"E Length: 136.06' North:23757.4100' East:39053.3556' Segment #6 : Line Course: N52°57'53"W Length: 37.08' North:23779.7435' East:39023.7559' Segment #7 : Curve Length:20.05' Radius:81.00' Delta:14°11'00" Tangent:10.08' Chord: 20.00' Course: N37°02'07"E Course In: N45°52'23"W Course Out: S60°03'23"E RP North: 23836.1398' East: 38965.6142' End North: 23795.7088' East: 39035.8020' Perimeter: 588.09' Area: 17485.55 Sq. Ft. Error Closure: 0.0056 Course: N27°51'40"W Error North: 0.00495 East:-0.00262 Precision 1:105005.36 Retreat Meadows Lot Closure Report Page 61 of 70 BEYLER CONSULTING TRACT D End North: 24878.4804' East: 38532.8707' Segment #1 : Curve Length:270.28' Radius:2811.88' Delta:5°30'26" Tangent:135.24' Chord: 270.17' Course: N86°09'12"E Course In: S6°36'01"E Course Out: N1°05'35"W RP North: 22085.2370' East: 38856.0737' End North: 24896.6052' East: 38802.4320' Segment #2 : Curve Length:23.27' Radius:25.00' Delta:53°20'08" Tangent:12.56' Chord: 22.44' Course: S64°25'31"E Course In: S1°05'35"E Course Out: N52°14'33"E RP North: 24871.6097' East: 38802.9089' End North: 24886.9181' East: 38822.6734' Segment #3 : Curve Length:290.78' Radius:2801.88' Delta:5°56'46" Tangent:145.52' Chord: 290.65' Course: S86°20'38"W Course In: SO°40'58"E Course Out: N6°37'45"W RP North: 22085.2370' East: 38856.0619' End North: 24868.3840' East: 38532.6150' Segment #4 : Line Course: N1°26'25"E Length: 10.10' North:24878.4808' East:38532.8688' Perimeter: 594.43' Area: 2845.30 Sq. Ft. Error Closure: 0.0019 Course: N78°23'15"W Error North: 0.00038 East:-0.00185 Precision 1:312294.74 Retreat Meadows Lot Closure Report BKO Page 62 of 70 BEYLER CONSULTING TRACT E North:24828.6987' East:38681.61371 Segment #1 : Line Course: S88°33'35"E North: 24825.0498' Segment #2 : Line Course: S1°27'29"W North: 24818.1521' Length: 145.17' East: 38826.7379' Length: 6.90' East: 38826.5623' Segment #3 : Curve Length:23.14' Radius:220.00' Delta:6°01'39" Tangent:11.58' Chord: 23.13' Course: S4°28'19"W Course In: N88°32'31"W Course Out: S82°30'51"E RP North: 24823.7500' East: 38606.6335' End North: 24795.0925' East: 38824.7588' Segment #4 : Line Course: N88°33'35"W North: 24798.7104' Segment #5 : Line Course: N1°26'25"E North: 24828.7009' Length: 143.94' East: 38680.8643' Length: 30.00' East: 38681.6184' Perimeter: 349.15' Area: 4345.55 Sq. Ft. Error Closure: 0.0051 Course: N63°58'22"E Error North: 0.00226 East: 0.00462 Precision 1:68458.82 Retreat Meadows Lot Closure Report Page 63 of 70 BEYLER CONSULTING TRACT F North:24693.7527' East:38588.2454' Segment #1 : Line Course: S88°33'35"E Length: 16.12' North:24693.3475' East: 38604.3603' Segment #2 : Line Course: N77°32'34"E Length: 19.02' North:24697.4503' East:38622.9326' Segment #3 : Line Course: S50°26'40"E Length: 127.00' North:24616.5734' East: 38720.8505' Segment #4 : Line Course: S39°33'20"W Length: 30.00' North:24593.4432' East:38701.7457' Segment #5 : Line Course: N50°26'40"W Length: 115.71' North:24667.1303' East:38612.5324' Segment #6 : Line Course: N88°33'35"W Length: 24.95' North:24667.7574' East:38587.5903' Segment #7 : Line Course: N1°26'25"E Length: 26.00' North:24693.7492' East:38588.2438' Perimeter: 358.80' Area: 4434.82 Sq. Ft. Error Closure: 0.0038 Course: S24°47'44"W Error North:-0.00345 East:-0.00159 Precision 1:94421.05 Retreat Meadows Lot Closure Report imPage 64 of 70 BEYLER CON STILT ING STREET RIGHT-OF-WAY End North: 24889.5857' East: 38533.1499' Segment #1 : Curve Length:329.43' Radius:2822.88' Delta:6°41'11" Tangent:164.90' Chord: 329.24' Course: N86°46'28"E Course In: S6°34'07"E Course Out: NO°07'04"E RP North: 22085.2362' East: 38856.0674' End North: 24908.1110' East: 38861.8683' Segment #2 : Line Course: S1°27'33"W Length: 210.77' North:24697.4093' East:38856.5011' Segment #3 : Curve Length:62.22' Radius:280.00' Delta:12°43'S7" Tangent:31.24' Chord: 62.09' Course: S33°11'21"W Course In: N63°10'37"W Course Out: S50°26'40"E RP North: 24823.7556' East: 38606.6279' End North: 24645.4482' East: 38822.5128' Segment #4 : Line Course: S39°33'20"W Length: 124.75' North:24549.2650' East:38743.0687' Segment #5 : Curve Length:146.35' Radius:220.00' Delta:38°06'S5" Tangent:76.00' Chord: 143.67' Course: S20°29'52"W Course In: S50°26'40"E Course Out: N88°33'35"W RP North: 24409.1633' East: 38912.6903' End North: 24414.6914' East: 38692.7596' Segment #6 : Line Course: S1°26'25"W Length: 72.93' North:24341.7844' East:38690.9265' Segment #7 : Curve Length:39.48' Radius:25.00' Delta:90°28'29" Tangent:25.21' Chord: 35.50' Course: S43°47'50"E Course In: 588'33'35"E Course Out: SO°57'56"W Retreat Meadows Lot Closure Report Page 65 of 70 BEYLER CON SUIT ING RP North: 24341.1560' East: 38715.9186' End North: 24316.1607' East: 38715.4964' Segment #8 : Line [Cross the right-of-way for mathematical closing] Course: S5°38'43"W Length: 60.20' North:24256.2527' East:38709.5745' Segment #9 : Curve Length:39.06' Radius:25.00' Delta:89°31'31" Tangent:24.79' Chord: 35.21' Course: S46°12'10"W Course In: SO°57'56"W Course Out: N88°33'35"W RP North: 24231.2562' East: 38709.1533' End North: 24231.8836' East: 38684.1602' Segment #10 : Line Course: S1°26'25"W Length: 392.55' North:23839.4576' East:38674.2935' Segment #11 : Curve Length:39.27' Radius:25.00' Delta:90°00'00" Tangent:25.00' Chord: 35.36' Course: S43°33'35"E Course In: S88°33'35"E Course Out: S1°26'25"W RP North: 23838.8292' East: 38699.2856' End North: 23813.8337' East: 38698.6604' Segment #12 : Line Course: S88°33'35"E Length: 266.31' North:23807.1400' East:38964.8863' Segment #13 : Curve Length:45.54' Radius:29.00' Delta:89°58'55" Tangent:28.99' Chord: 41.01' Course: N46°26'57"E Course In: N1°26'25"E Course Out: S88°32'31"E RP North: 23836.1309' East: 38965.6152' End North: 23835.3958' East: 38994.6088' Segment #14 : Line Course: N1°27'29"E Length: 390.79' North:24226.0593' East:39004.5525' Retreat Meadows Lot Closure Report �1 Page 66 of 70 BEYLER CONSULTING Segment #15 : Curve Length:39.48' Radius:25.00' Delta:90°29'33" Tangent:25.22' Chord: 35.51' Course: N43°47'17"W Course In: N88°32'31"W Course Out: NO°57'56"E RP North: 24226.6954' East: 38979.5606' End North: 24251.6941' East: 38979.9798' Segment #16 : Line Course: N89°02'04"W Length: 270.44' North:24256.2514' East:38709.5782' Segment #17 : Line [Cross the right-of-way for mathematical closing] Course: N5°38'43"E Length: 60.20' North:24316.1594' East: 38715.5001' Segment #18 : Line Course: S89°02'04"E Length: 131.25' North:24313.9477' East:38846.7314' Segment #19 : Line Course: S1°27'33"W Length: 27.00' North:24286.9565' East:38846.0439' Segment #20 : Line Course: S89°02'04"E Length: 327.99' North:24281.4294' East:39173.9873' Segment #21 : Line Course: S1°28'26"W Length: 31.36' North:24250.0798' East:39173.1807' Segment #22 : Curve Length:41.78' Radius:530.00' Delta:4°30'S8" Tangent:20.90' Chord: 41.77' Course: S88°42'27"W Course In: N3*33'03"W Course Out: SO°57'56"W RP North: 24779.0623' East: 39140.3557' End North: 24249.1376' East: 39131.4213' Segment #23 : Line Course: N89°02'04"W Length: 49.47' North:24249.9712' East:39081.9584' Retreat Meadows Lot Closure Report Page 67 of 70 BEYLER CONSULTING Segment #24 : Curve Length:39.05' Radius:25.00' Delta:89°30'27" Tangent:24.79' Chord: 35.20' Course: S46°12'43"W Course In: SO°57'56"W Course Out: N88°32'31"W RP North: 24224.9748' East: 39081.5371' End North: 24225.6131' East: 39056.5473' Segment #25 : Line Course: S1°27'29"W Length: 391.67' North:23834.0699' East:39046.5812' Segment #26 : Curve Length:127.21' Radius:81.00' Delta:89°58'55" Tangent:80.97' Chord: 114.53' Course: S46°26'57"W Course In: N88°32'31"W Course Out: S1°26'25"W RP North: 23836.1309' East: 38965.6075' End North: 23755.1590' East: 38963.5741' Segment #27 : Line Course: N88°33'35"W Length: 266.31' North:23761.8527' East:38697.3482' Segment #28 : Curve Length:39.27' Radius:25.00' Delta:90°00'00" Tangent:25.00' Chord: 35.36' Course: S46°26'25"W Course In: S1°26'25"W Course Out: N88°33'35"W RP North: 23736.8606' East: 38696.7198' End North: 23737.4857' East: 38671.7244' Segment #29 : Line Course: S1`26'25"W Length: 110.28' North:23627.2406' East:38668.9525' Segment #30 : Line Course: N89°07'11"W Length: 52.00' North:23628.0394' East:38616.9586' Segment #31 : Line Course: N1°26'25"E Length: 357.00' North:23984.9266' East:38625.9318' 1* Retreat Meadows Lot Closure Report 10 Page 68 of 70 BEYLER CONSULTING Segment #32 : Curve Length:39.27' Radius:25.00' Delta:90°00'00" Tangent:25.00' Chord: 35.36' Course: N43°33'35"W Course In: N88°33'35"W Course Out: N1°26'25"E RP North: 23985.5550' East: 38600.9397' End North: 24010.5505' East: 38601.5649' Segment #33 : Line Course: N88°33'35"W Length: 90.50' North:24012.8252' East:38511.0934' Segment #34 : Line Course: N1°26'25"E Length: 52.00' North:24064.8088' East: 38512.4005' Segment #35 : Line Course: S88°33'35"E Length: 90.50' North:24062.5341' East:38602.8719' Segment #36 : Curve Length:39.95' Radius:25.00' Delta:91°34'10" Tangent:25.69' Chord: 35.84' Course: N45°39'20"E Course In: N1'26'25"E Course Out: N89°52'15"E RP North: 24087.5262' East: 38603.5002' End North: 24087.5852' East: 38628.5029' Segment #37 : Line Course: NO°07'45"W Length: 145.71' North:24233.2948' East:38628.1744' Segment #38 : Line Course: N1°26'25"E Length: 182.96' North:24416.1970' East:38632.7731' Segment #39 : Curve Length:186.27' Radius:280.00' Delta:38°06'S5" Tangent:96.73' Chord: 182.85' Course: N20°29'52"E Course In: S88°33'35"E Course Out: N50°26'40"W RP North: 24409.1592' East: 38912.6846' End North: 24587.4700' East: 38696.8019' Retreat Meadows Lot Closure Report Page 69 of 70 O BEYLER CONSULTING Segment #40 : Line Course: N39°33'20"E Length: 124.75' North:24683.6532' East:38776.2459' Segment #41 : Curve Length:146.28' Radius:220.00' Delta:38°05'50" Tangent:75.96' Chord: 143.60' Course: N20°30'24"E Course In: N50°26'40"W Course Out: S88°32'31"E RP North: 24823.7549' East: 38606.6243' End North: 24818.1534' East: 38826.5513' Segment #42 : Line Course: N1°27'29"E Length: 52.84' North:24870.9763' East:38827.8959' Segment #43 : Curve Length:40.38' Radius:25.00' Delta:92°33'04" Tangent:26.14' Chord: 36.13' Course: N44°49'03"W Course In: N88°32'31"W Course Out: N1°05'35"W RP North: 24871.6125' East: 38802.9040' End North: 24896.6053' East: 38802.4296' Segment #44 : Curve Length:270.28' Radius:2789.73' Delta:5°33'04" Tangent:135.25' Chord: 270.17' Course: S86°09'12"W Course In: S1°04'16"E Course Out: N6°37'20"W RP North: 22107.3628' East: 38854.5789' End North: 24878.4806' East: 38532.8683' Segment #45 : Line Course: N1°26'25"E Length: 11.11' North:24889.5871' East:38533.1475' Perimeter: 6054.22' Area: 142829.31 Sq. Ft. Error Closure: 0.0028 Course: N59°40'06"W Error North: 0.00139 East:-0.00238 Precision 1:2140014.29 Retreat Meadows Lot Closure Report i6w Page 70 of 70 BEYLER CONSULTING LAKEHAVEN UTILITY DISTRICT FINAL PLAT DOCUMENT REVIEW CHECKLIST Project Name: Retreat Meadows Plat Date: Submitted On: 9/28/17 Reviewed By (Tech): JAJ Start Date: 10/3/17 Project No.: 6314010 Review No.: 1 End Date: 10/9/17 ITEM PLAN REVIEW ITEM COMMENTS/NOTES # Or insert "Yes" "No" "NIA" as applicable) 1 The layout of the plat matches Not sure. The final "As built"' plans have not been the "as -built" water &/or sewer submitted to date. drawings. 2 Are I akehaven's water facilities Yes within public rights -of -way? 3 Are Lakehaven's sewer facilities Yes with public rights -of -way? v/ 4 Street Names shown on the plat. Yes 5 Street Names same as shown on Not sure. The final "As built"' plans have not been the "as -built" water &/or sewer submitted to date. drawings. 6 Streets are public or private. Yes 7 Lakehaven water &/or sewer Yes facilities are not located with Nature Growth Protection Easement NGPE . 8 Water & Sewer easement(s) Yes, Need 3 feet area around fire hydrants per Fire required for Lakehaven facilities Marshal requirements shown on the lat. 9 Lakehaven-required easement No. Language attached. dedication language shown on the plat documents. 10 Water & Sewer easement(s) No. Need indicate and add private service line easement required for "Private", and for Lots 2, 3, 7, & 9 that access their lots through Tract E appropriately labeled. & F. Add the private easement language to the plat "Private" easement dedication language shown on the plat documents. 11 12 Plat Review Check] ist-6314010-1 (Form Rev. 1/21/15) Page 1 of 1 FELL CITY OF A�k . Federal September 14, 2017 David Litowitz Landmark Hones 2715 64"' Avenue NE, Suite B Tacoma, WA 98422-3352 Way RE: File No. 17-104044-SU; INCOMPLETE APPLICATION Retreat Meadows Final Plat, 356XX Yd Avenue SW, Federal Way Dear Mr. Litowitz: CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway.. com Jim Ferrell, Mayor The Department of Community Development Services received your final plat application on August 21, 2017, for the Retreat Meadows Final Plat, a 56-lot subdivision in Federal Way. Upon receipt of the application, city staff reviewed the submittal packet for completeness based on the final plat submittal requirements for subdivisions under Federal Wary Revised Code (FWRC) 18.40.020 "Final Plat." The following comments represent the city's initial review of the final plat submittal. Please provide the following infonnation as soon as possible in order to further process the final plat application. INCOMPLETE APPLICATION During the course of review by the Lakehaven Utility District, and City Planning and Public Works, the application was deemed to be incomplete as the following needs to be provided to fiirther process the application and move Forward to final plat approval. • Prior to final plat approval, improvements must be completed as shown on the approved engineering plans on file with the City Public Works Department. Construction is underway, but is not currently ready for approval. + Applicant has not completed the necessary water and/or sewer facility construction, nor submitted to Lakehaven an application for substantial completion of such construction as necessary to be able to determine the applicant's requirements for subdivision acceptance. Substantial completion letters are required from Lakehaven for water and sewer. • Lot closure calculations for existing and proposed lots, signed and stamped by the PLS. • A copy of any deeds, covenants, conditions, or restrictions together with a copy of the documents that establish and govern any homeowners' association, which may be required. TECHNICAL COMMENTS This correspondence does not contain a full technical review of the application materials. Initial technical review comments from city staff will follow as time and workload permits, and will be forwarded to you. This forthcoming technical review will result in the need to revise plans and documents in order to meet applicable code requirements and conditions of plat approval. Mr. Litowitz September 14, 2017 Page 2 SUMMARY It is important to note that the department cannot further process the final plat application until all information requested above is submitted. Upon substantial completion of the project infrastructure, and compliance with applicable FWRC requirements, the final plat application will be forwarded to the City Council Land Use and Transportation Committee, then the full City Council. The City Council is required to review and make the final decision on the final plat application. Please be advised that staff reports to City Council and the Land Use committee are required to be prepared approximately two weeks in advance of scheduled meetings. Therefore, once the project is determined to be substantially complete, processing and scheduling the final plat application will take a minimum of four to six weeks, in part due to the bi- weekly Council meetings. Please contact me at jim.harris@cityoffederalway.com, or 253-835-2652, if you have any questions about this letter or the Retreat Meadows Final Plat. Sincerely, '4 4 A'11�1 arris Senior Planner c: Kevin Peterson, Engineering Plans Reviewer Sarady Long, Senior Traffic Engineer Brian Asbury; Lakehaven Utility District 17-104044-00-SU Doc I D 76549 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: September 25, 2017 TO. Kevin Peterson, Public Works Peter Lawrence, Plans Examiner Brian Asbury, Lakehaven Water & Sewer District FROM: Jim Harris FOR DRC MTG. ON: NA FILE NUMBER(s) : 17-104044-00-SU RELATED FILE NOS.: None PROJECT NAME: RETREAT MEADOWS PROJECT ADDRESS: 35615 3RD AVE SW ZONING DISTRICT: RS 7.2 PROJECT DESCRIPTION: Subdivide approx 14.6 acres into 56 residential and 7 tracts with road and stormwater improvements. LAND USE PERMITS: PROJECT CONTACT: DAVID LITOWITZ MATERIALS SUBMITTED: Final Plat Map Title Report 4%L CITY V::� Federalo. Way [APPLICATION NO(S) RECEIVED MASTER LAND USE APPLIrCATION AUG 2 1 20�7 7 DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8'h Avenue South Federal Way, WA 98003-6325 CITY OF FEDERAL WAY 253-835-2607; Fax 253-835-2609 COMMUNITY DEYELOpMENT www.6tyoffederalway.com I �,_ I bNdcq-0U-SU Project Name Retreat Meadows Plat Date 7/18/2017 Property Address/Location IN THE SE 1/4 OF THE NE 1/jt OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. Parcel Number(s) 3021049021, 3021049058, 3021049082, 3021049020 Project Description PLATTING 56 SINGLE FAMILY LOTS AND 6 TRACTS. DESIGNATION OF ROW FOR ACCESS TO EACH LOTI TRACT PLEASE PRINT Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination _ Preapplication Conference Process I (Director's Approval) Process I1 (Site Plan Rieview) Process III (Project Approval) Process IV (Hearing EXaminer's Decision) Process V (Quasi-Judipial Rezone) Process VI T SEPA w/Project SEPA Only _ Shoreline: Variance/Conditional Use _ Short Subdivision X Subdivision Variance: Commercipi/Residential Required Information RS7.2 Zoning Designation NIA Comprehensive Plan Designation NIA Value of Existing Improvements N/A Value of Proposed Improvements International Building Codg (IBC): N/A Occupancy Type N/A Construction Type Bulletin "1003 — January 1, 2011 Applicant Name: Landmark Homes Inc. Address: 2715 64th Ave NE,# B City/State: Tacoma, WA Zip: 48422 Phone: 253-927-6116 Fax: )✓mail: djll nDcPmcast.net Signature: Agent (if different than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: $ignature: Owner Su��e w5 �� (�L.-�.v Name: Address: City/State: Zip: Phone: Fax: Email: Signature. Page I of l k:lHandouts\vlastee Land Use Applic- CITY OF Federal Way APPLICATION NO(S) RECEIVE® MASTER LAND USE APPLICATION AUG DEPARTMENT OF COMMUNITY DEVELOPMENT 2017 33325 80'Avenue South Federal Way, WA 98003-6325 CITY OF FEDERAL WAY 253-835-2607; Fax 253-835-2609 COMMUNiTY DEVELOPMENT www.ci ofi deral►vay.com I �,_ IbND,q-OD-SU Project Name Retreat Moadows Plat Date 7/1812017 Property Address/Location IN THE SE 114 OF THE NE l/il OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. Parcel Number(sy 3021049021. 3021049058. 3021049082, 3021049020 Project description PLATTING 56 SINGLE FAMILY LOTS AND 6 TRACTS. DESIGNATION OF ROW FOR ACCESS TO EACH LOTI TRACT PI.FASP PRINT Type of Permit Required Annexation Binding Site Plan _ Boundary Line Adjustment Comp Plan/Rezone Land Surface Modifiqation Lot Line Elimination Preapplication Conference Process I (Director's Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing EXaminer's Decision) Process V (Quasi-Judipial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision X Subdivision Variance: Commercied/Residential Required Informatioil RS7.2 Zoning Designation N/A Comprehensive Plan Designation N/A Value of Existing Improvements NIA Value of Proposed Improvements International Building Cod? (IBC): NIA Occupancy Type _ N/A Construction Type Applicant Name: Landmark Homes Inc. Address: 2715 64th Ave NE,>'E B City/State: Tacoma, WA Zip: 48422 Phone: 253-927-6116 Fax: 1;mail: dilito cast.net Signature: a T� Agent (if different Shan Applicant) Natne: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Scid Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Bulletin 4003 — January 1, 2011 Page I of I k:\Handouls\ivlastet Land Use Application Return Address: City of Federal Way Attn: Kevin Peterson, Public Works Department 33325 8th Avenue South Federal Way, WA 98003-6325 CONFORMED COPY 20180625000979 WARRANTY DEED Roe: $102.00 KING. r.OUNTY, WA STATUTORY WARRANTY DEED PORTION OF SW 358TH ST Grantor (s): NEHEMIAH GROUP, LLC, a Washington limited liability company Grantee (s): CITY OF FEDERAL WAY, a Washington municipal corporation Property Legal Description (abbreviated): Lot 2, Federal Way BLA # 08-101306-00-SU Additional Legal(s) on Exhibit A Assessor's Tax Parcel ID#(s): 302104-9118 THE GRANTOR(S), NEHEMIAH GROUP, LLC, a Washington limited liability company, for and in consideration of The City of Federal Way's approval of Plat No. 17-104044-SU, for construction of roadway improvements, and other good and valuable consideration, convey(s) and warrant(s) to the CITY OF FEDERAL WAY, a Washington municipal corporation, all of their right, title and interest, and any after -acquired interest therein, in and to the real property described in Exhibit A and depicted in Exhibit A-1 herewith attached and made a part hereof, situated in King County in the State of Washington. DATED THIS �� day of 1 signature page to follow CONFORMED COPY E2937998 EXCISE TAX AFFIDAVITS 6/2512018 3:04 PM ICING COUNTY, WA Tax Amnwnt:S10.00 Nehemiah Group, LLC STATE OF WASHINGTON ) ) ss. COUNTY OF ) On this day personally appeared before me Rik Bud to me known to be the Mier of Nehemiah Group, LLC that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. GIVEN my hand and official seal this day of VA 20 V� BRIANNE MATTSON NOTARY Ptl13L1C (typed/printed name of notary) STATE OF WASHINGTON Notary Public in and for the State of Washington. MY COMMISSION EXPIRES My commission expires !aIIZA Lc> APRIL 08, 2020 Rev.10/17 EXHIBIT A SW 358TH STREET RIGHT-OF-WAY DEDICATION DESCRIPTION EXHIBIT THAT PORTION OF LOT 2 OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. 08-101306- 00-SU, RECORDED UNDER RECORDING NUMBER 20090903900001 MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 2; THENCE ALONG THE WEST LINE THEREOF NORTH 01027'33" EAST, 27.00 FEET; THENCE SOUTH 89°02'04" EAST, 285.75 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 00°57'56", EAST, 470.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 07056'08" AN ARC LENGTH OF 65.10 FEET; THENCE NORTH 83°01'48" EAST, 133.45 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 06058'12" EAST, 530.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 07056'08" AN ARC LENGTH OF 73.41 FEET; THENCE SOUTH 89-02'04" EAST, 45.50 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 00-57'56" EAST, 25.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89'2833" AN ARC LENGTH OF 39.04 FEET TO THE WEST MARGIN OF 1ST AVENUE SOUTH; THENCE ALONG SAID MARGIN SOUTH 01*29'23' WEST, 69.63 FEET TO A NON - TANGENT CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 37059'20" WEST, 34.00 FEET, THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 37001'24" AN ARC LENGTH OF 21.97 FEET; THENCE NORTH 89o02'04" WEST, 105.93 FEET TO A CURVE THE RADUS POINT OF WHICH BEARS SOUTH 00057'56" WEST, 199.00 FEET; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 07056'08" AN ARC LENGTH OF 27.56 FEET; THENCE SOUTH 83'01'48" WEST, 109.33 FEET TO THE SOUTH LINE OF THE AFOREMENTIONED LOT 2; THENCE ALONG SAID SOUTH LINE NORTH 89'02'04" WEST, 363.91 FEET TO THE POINT OF BEGINNING. CONTAINING 19,461 SQUARE FEET, MORE OR LESS. EXHIBIT Al SW 358TH STREET RIGHT-OF-WAY DEDICATION DEPICTION EXHIBIT SOUTHWEST CORNER LOT 2 POINT OF BEGINNING FUTURE SW 358TH STREET FUTURE PLAT OF RETREAT MEADOWS NOTE: THIS MAP DOES NOT REPRESENT A SURVEY AND IS PROVIDED FOR REFERENCE ONLY. LOT 2 BLA 20090903900001 PARCEL 3021049118 r STORMWATER TRACT G LOT 1 KCSP 7904100860 PARCEL 3021049156 100 50 0 100 200 SCALE: 1" = 100' BEYLER .W.Xi'Lt&lll&lm"NUel 0 U) W m z w a co CONTACT phone:253-301-4157 OFFICE fax: 253-336-3950 5920 100th St. SW, Suite 25 beylerconsulting.com Lakewood, WA 98499 Department of Revenue Washington State REAL ESTATE EXCISE TAX AFFIDAVIT This form is your receipt PLEASE TYPE OR PRINT CHAPTER 82.45 RCW — CHAPTER 458-61A WAC when stamped by cashier. THIS AFFIDAVIT WILL NOT BE ACCEPTED UNLESS ALL AREAS ON ALL PAGES ARE FULLY COMPLETED (See back of last page for instructions) List Mr' Ph-1, h n Y irn�u•rlpl cnta_ indicate % Sold. creenis a ofownetsl�i rtc wired next to each name. Name NEHEMIAH GROUP. LLC a a Mailing Address 5015 SW DASH PT RD Cn City/state/Zip FEDERAL WAY WA 98023 Phone No. (including area code] 2 Send all property tax correspondence to: ❑ Same as Buyer/Grantee Name Mailing Address 33325 m City/State/Zip FED E Phone No. (including area all real and personal properly tax parcel account j List assessed values) numbers — check box if personal property Name 3021)4-9118 171 Mailing Address PT r-1 City/State/Zip FEDERAL WAY WA 98023 Phone No. (including area code) 253 202-9429 Street address of property: 357xx 1ST AVE S This property is located in Federal Way ❑✓ Check box if any of the listed parcels are being segregated from another parcel, are part of a boundary line adjustment or parcels being merged. Legal description of property (if more space is needed, you may attach a separate sheet to each page of the affidavit) SEE ATTACHED Select Land Use Codes : 9'1 - Undo -i-ped land (hind only) enter any additional codes: (See back of last page for instructions) YES NO Was the seller receiving a property tax exemption or deferral under ❑ ❑✓ chapters 84.36, 84.37, or 84.38 RCW (nonprofit organization, senior citizen, or disabled person, homeowner with limited income)? MYES NO Is this property designated as forest land per chapter 84.33 RCW? ❑ 0 is Iltis property classified as cnr nt use (open space, farm and ❑ ❑✓ agricultural, or timber) land per chapter 84.34? Is this property receiving special valuation as historical property ❑ ❑✓ per chapter 84.26 RCW? If any answers are yes, complete as instructed below. (1) NOTICE OF CONTINUANCE (FOREST LAND OR CURRENT USE) xivui nUl/AIAD/Q\. T_ r;,,..v n,e ....o . A —;...,..A—, ,... +,... - 1--4 ,.- List all personal property (tangible and intangible) included in selling price. If claiming an exemption, list WAC number and reason for exemption: WAC No. (Section/Subsection) 458-61A-205(4] Reason for exemption DEDICATION FOR PUBLIC STREET RIGHT-OF-WAY Type of Document STATUTORY WARRANTY DEED Date of Document EXHIBIT A SW 358TH STREET RIGHT-OF-WAY DEDICATION DESCRIPTION EXHIBIT THAT PORTION OF LOT 2 OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. 08-101306- 00-SU, RECORDED UNDER RECORDING NUMBER 2009090390000:1 MORE PARTICULARLY DESCRIBED AS FOLLOWS. BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 2; THENCE ALONG THE WEST LINE THEREOF NORTH 0102-7'33" EAST, 27.00 FEET; THENCE SOUTH 89002'04" EAST, 285.75 FEET TO A CURVE THE RADWS POINT OF: WHICH BEARS NORTH 00057156" EAST, 470.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 07056'08" AN ARC LENGTH OF 65.10 FEET; THENCE NORTH 83"01'48" EAST, 133.45 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 06058'12" EAST, 530.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 07056'08" AN ARC LENGTH OF 73.41 FEET; THENCE SOUTH 89002'04" EAST, 45,50 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 00°57'56" EAST, 25.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89"28'33" AN ARC LENGTH OF 39.04 FEET TO THE: WEST MARGIN OF 1ST AVENUE SOUTH; THENCE; ALONG SAID MARGIN SOUTH 01"29'23" WEST', 69.63 FEET TO A NON - TANGENT CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 37°59'20" WEST, 34.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 37°01'24" AN ARC LENGTH OF 21.97 FEET; THENCE NORTH 89002'04" WEST, 105.93 FEET TO A CURVE THE RADUS POINT OF WHIG11 BEARS SOUTH 00057'66" WEST, 199.00 FEET; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 07656'08" AN ARC LENGTH OF 27.56 FEET; THENCE SOUTH 83001'48" WEST, 109.33 FEET TO THE SOUTH LINE 01= 'THE AFOREMENTIONED LOT 2; THENCE ALONG SIAID SOUTH LINE NORTH 89002104" WEST, 363,91 FEET TO THE POINT OF BEGINNING, CONTAINING 19,461 SQUARE FEET, MORE OR LESS. Return Address: City of Federal Way Attn: Kevin Peterson, Public Works Department 33325 8th Avenue South Federal Way, WA 98003-6325 CONFORMED COPY 20180625000980 WARRANTY DEED Ree: $102,00 6/26/2018 3:04 PM KING COUNTY, WA STATUTORY WARRANTY DEED PORTION OF 2ND AVE SW Grantor (s): NEHi IAH GROUP, LLC, a Washington meted liability company Grantee (s): CITY OF FEDERAL WAY, a Washington municipal corporation Property Legal Description (abbreviated): Lot 1, Federal Way BLA # 08-101306-00-SU Additional Legal(s) on Exhibit A Assessor's Tax Parcel ID#(s): 302104-9036 THE GRANTOR(S), NEHEMM GROUP, LLC, a Washington limited liability company, for and in consideration of The City of Federal Way's approval of Plat No. 17-104044-SU, for construction of roadway improvements, and other good and valuable consideration, convey(s) and warrant(s) to the CITY OF FEDERAL WAY, a Washington municipal corporation, all of their right, title and interest, and any after -acquired interest therein, in and to the real property described in Exhibit A and depicted in Exhibit A-1 herewith attached and made a part hereof, situated in King County in the State of Washington. DATED THIS day of •fs , 20 signature page to follow CONFORMED COPY E2937'999 EXCISE TAX AFFIDAVITS 6/25/2018 3:04 PM KING COUNTY, WA Tax Amount$10.00 OR(S): Rik BudZ Manager Nehemiah Group, LLC STATE OF WASHINGTON ) ) ss. COUNTY OF ) On this day personally appeared before me Rik Budd, to me known to be the Manager of Nehemiah Group, LLC that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. GIVEN my hand and official seal this ''day of 20A ERIANNE MATTSON NOTARY PUBLIC STATE OF WASHINOTON {typedlprinted name of notary) MY COMMISSION EXPIRES Notary Public in and for the Late of Washington. My commission expires APRIL 08, 2020 Rev. 10/17 1 EXHIBIT A ' 2ND AVENUE SW RIGHT-OF-WAY DEDICATION DESCRIPTION EXHIBIT THAT PORTION OF LOT 1 OF IQNG COUNTY BOUNDARY LINE ADJUSTMENT NO, 08-101306- 00-SU, RECORDED UNDER RECORDING NUMBER 20090903900001 MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 1; THENCE ALONG THE WEST LINE THEREOF SOUTH 0102733" WEST, 210.77 FEET TO A NON -TANGENT CURVE THE RADIUS POINT OF WHICH BEARS NORTH 63010'37" WEST, 280.00 FEET; THENCE NORTHERLYALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 25021'54" AN ARC LENGTH OF 123.96 FEET; THENCE NORTH 0102729" EAST, 54.56 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 88032'31" EAST, 25.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89°42'30" AN ARC LENGTH OF 39.14 FEET; THENCE NORTH 01°09'59" EAST, 12.00 FEET TO THE SOUTH MARGIN OF SW 356TH STREET; THENCE ALONG SAID MARGIN NORTH 88050'01" WEST, 0.14 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 01009'59" WEST, 2822.88 FEET; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 01002'55" AN ARC LENGTH OF 51.66 FEET TO THE POINT OF BEGINNING. CONTAINING 5,068 SQUARE FEET, MORE OR LESS. EXHIBIT Al 2ND AVENUE SW RIGHT-OF-WAY DEDICATION DEPICTION EXHIBIT NORTHWEST CORNER LOT 1 POINT OF BEGINNING FUTURE PLAT OF RETREAT MEADOWS SW 356TH STREET LOT 1 BLA 20090903900001 PARCEL 3021049036 NEW RIGHT-OF-WAY FOR 2ND AVENUE SW 50 25 0 50 100 SCALE: 1" = 50' B EYLE R CONSULTING CONTACT NOTE: THIS MAP DOES NOT phone: 253-301-4157 OFFICE REPRESENT A SURVEY AND IS fax: 253-336-3950 5920 100th St. SW, Suite 25 PROVIDED FOR REFERENCE ONLY. beylerconsulting.com Lakewood, WA 98499 .' s Department of rca Revenuie Washington State REAL ESTATE EXCISE TAX AFFIDAVIT This form is your receipt PLEASE TYPE OR PRINT CHAPTER 82.45 RCW — CHAPTER 458-61A WAC when stamped by cashier, THIS AFFIDAVIT WILL NOT BE ACCEPTED UNLESS ALL AREAS ON ALL PAGES ARE FULLY COMPLETED (See back of last page for instructions) I JirF,� �, h.r ifngv tmi %nle. indlente % sold. List percentoge of owaershi ae uiacd EEcxt to each unme. Name NEHEMIAH GROUP LLC " Name Mailing Address 5015 5W QASH PT RD City/State/Zip FEDERAL WAY, WA 98023 Phone No. (including area code List aII real and personal property tax parcel account numbers — Check box if personal property 302104-9036 Send all property tax correspondence to: ❑ Same as Buyer/Grantee Name NEHEMIAH R Mailing Address T City/State/Zip FEDERAL WAY WA 98023 Phone No. (including area code) 253 202-9429 Street address of property: 119 SW 356TH ST This ro erty is located in Federal Way Mailing Address 33325 m City/State/zipR Phone No. (including area List assessed value(s) p p ❑ Check box if any of the listed parcels are being segregated from another parcel, are part of a boundary line adjustment or parcels being merged. LegaIdes cription of property (if more space is needed, you may attach a separate sheet to each page of the affidavit) SEE ATTACHED Select Land Use Code(s 11 - 1•lousehOld, single family units enter any additional codes: (See back of last page for instructions) YES NO Was the seller receiving a property tax exemption or deferral tinder ❑ ❑✓ chapters 84.36, 84,37, or 84.38 RCW (nonprofit organization, senior citizen, or disabled person, homeowner with limited income)? YES NO Is this property designated as forest land per chapter 84.33 RCW? ❑ ❑✓ is III is pinperty classified as cunrnt use (open space, farm and ❑ ❑✓ agricultural, or dittber) land per chapter 84.34? Is this property receiving special valuation as historical property ❑ per chapter 84.26 RCW? If any answers are yes, complete as instructed below. (1) NOTICE OF CONTINUANCE (F012EST LAND OR CURRENT USE) —.-.., r, mict)(QN. -r —r;m,, the current designation as forest land or List all personal property (tangible and intangible) included in selling price. If claiming an exemption, list WAC number and reason for exemption: WAC No. (Section/Subsection) 458-61A`245I4] Reason for exemption DEDICATION FOR PUBLIC STREET RIGHT-OF-WAY Type of Document STATUTORY WARRANTY DEED Date of Document EXHIBIT A 2ND AVENUE SW RIGHT-OF-WAY DEDICATION DESCRIPTION EXH113XT THAT PORTION OF LOT 1 OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. 08-101306- 00-SU, RECORDED UNDER RECORDING NUMBER 20090903900001 MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 1; THENCE ALONG THE WEST LINE THEREOF SOUTH 01027"33" WEST, 210.77 FEET TO A NON -TANGENT CURVE THE RADIUS POINT OF WHICH BEARS NORTH 63010'37" WEST, 280.00 FEET; THENCE NORTHERLYALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 25021'54" AN ARC LENGTH OF 123,96 FEET; THENCE NORTH 0102729" EAST, 54.56 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 88032'31" FAST, 25.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89042'30" AN ARC LENGTH OF 39.14 FEET; THENCE NORTH 01009'S9" EAST, 12.00 FEET TO THE SOUTH MARGIN OF SW 356TH STREET; THENCE ALONG SAID MARGIN NORTH 88050'01" WEST, 0.14 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 01009'59- WEST, 2822.88 FEET; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 01002'55" AN ARC LENGTH OF 51.66 FEET TO THE POINT OF BEGINNING., CONTAINING 5,068 SQUARE FEET, MORE OR LESS. 2Z018 r'4'7 Return Address: City of Federal Way Attn: Kevin Peterson, Public Works Department 33325 8th Avenue South Federal Way, WA 98003-6325 111111111111111111111111111111111111111111111111111111111111111 20180625000978 WARRANTYDEED Rea: $102.00 6/25/2018 3:04 PM KING COUNTY, WA STATUTORY WARRANTY DEED STORM WATER POND TRACT `G' Grantor (s): NEHEMIAH GROUP, LLC, a Washington limited liability company Grantee (s): CITY OF FEDERAL WAY, a Washington municipal corporation Property Legal Description (abbreviated): Lot 2, Federal Way SLA # 08-101306-00-SU Additional Legal(s) on Exhibit A Assessor's Tax Parcel HV(s): 302104-9118 THE GRANTOR(S), NEHEMIAH GROUP, LLC, a Washington limited liability company, for and in consideration of The City of Federal Way's approval of Plat No- 17-104044-SU, for construction of a storm water pond, and other good and valuable consideration, convey(s) and warrant(s) to the CITY OF FEDERAL WAY, a Washington municipal corporation, all of their right, title and interest, and any after -acquired interest therein, in and to the real property described in Exhibit A and depicted in Exhibit A-1 herewith attached and made a part hereof, situated in King County in the State of Washington. DATED THIS + day of signature page to follow CONFORMED COPY E2937997 EXCISE TAX AFFIDAVITS 6/2612018 3:04 PM KING COUNTY, WA Tax Amount:$10.00 2014 Rik Buod, Manager Nehemiah Group, LLC STATE OF WASBI NGTON ) COUNTY OF R&C-1-e) ) ss. On this day personally appeared before me Rik Budd, to me known to be the Mier of Nehemiah Groin LLC that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. GIVEN my hand and official seal this belay of �'` 20 AI 'At il li% I i n Nk 1\flAkQPj BRIANNE MATTSON NOTARY PUSt_l0 STATE OF WASHINGTON MY COMMISSION EXPIRES APR'I_ 08, 2020 Rev. 10/17 _ MVIL i - (typed/printed name of notary) Notary public in and for the State of Washington. My commission expires % 4 -0 EXHIBIT A SW 358TH STREET PUBLIC STORMWATER TRACT DEDICATION DESCRIPTION EXHIBIT THAT PORTION OF LOT 2 OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. 08-101306- 00-SU, RECORDED UNDER RECORDING NUMBER 20090903900001 MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 2; THENCE ALONG THE WEST LINE THEREOF NORTH 01027'33" EAST, 27.00 FEET; THENCE SOUTH 89°02'04" EAST, 285.75 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 00057'56" EAST, 470.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 07056'08" AN ARC LENGTH OF 65.10 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 83001'48" EAST, 133.45 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 06-58'12" EAST, 530.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 07°56'08" AN ARC LENGTH OF 73.41 FEET; THENCE SOUTH 89'02'04" EAST, 45.50 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 00057'56" EAST, 25.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89028'33" AN ARC LENGTH OF 39.04 FEET TO THE WEST MARGIN OF 1STAVENUE SOUTH; THENCE ALONG SAID MARGIN NORTH 01029'23" EAST, 4.14 FEET; THENCE SOUTH 89'53'55" WEST, 146.74 FEET; THENCE NORTH 44'40'57" WEST, 22.52 FEET; THENCE SOUTH 83°02'18" WEST, 81.27 FEET; THENCE SOUTH 73°54'41" WEST, 40.23 FEET; THENCE SOUTH 06-58'12" EAST, 42.82 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 10,358 SQUARE FEET, MORE OR LESS. EXHIBIT Al SW 358TH STREET STORMWATER TRACT DEDICATION DEPICTION EXHIBIT SOUTHWEST CORNER LOT 2 FUTURE SW 358TH STREET FUTURE PLAT OF RETREAT MEADOWS I I I LOT 2 BLA 20090903900001 PARCEL 3021049118 STORMWATER TRACT G TRUE POINT OF BEGINNING LOT 1 KCSP 7904100860 PARCEL 3021049156 100 50 0 100 200 SCALE: 1" = 100' ato BEYLER CONSULTING 001 CONTACT NOTE: THIS MAP DOES NOT phone: 253-301-4157 OFFICE REPRESENT A SURVEY AND IS fax: 253-336-3950 5920 100th St. SW, Suite 25 PROVIDED FOR REFERENCE ONLY. beylerconsulting.com Lakewood, WA 98499 z� N4, F o r o C b C3 W 7e F El G •�. z N E O G X 0- O N F- G O N rj o R � � 72 a LO O 5 � Q cn � � U N y U 00 LO m � 3 0- :g O r LL N 0 0 U z L cn Q r o N O 0LLI P Q U ¢ cOY v N ° F ��U N O z Q O e� 3 z0 w J- w w O O O O O O O O O bR 5Pi ca va �si V U R U R Y U C3 U o x N RI N E" r C,n N N A X G 'n fA �' y J C A z o El 0 ,, 3 �a a W ❑❑ ❑ G F a pU.0 o c,13M M � O N �� R 0 O .04� ❑-O G L a: 0 g rQj .0 o y�L V.�g.aCJ ocg w C.) ¢. .� N S�" °} a o o v ,o NN C T rc V1 0 -d m 3 8 J, a0 'n L �U T tq a .. v� y cS vio U Vr L.� m T O W O V ❑ 'C OZ' v a> d• a� N °� o ry U r L g 'vr ,s� o ❑ o O OO. G �., R '?" =• R c� T r, O ° r fl O L U .7r' 'U ¢U� c'� L•j 0 'Y ? 7� O O O O O O O O O U') to O 59 65 6R 69 64 T+ N 0 0 ° T b0 O bQ ul o y F" N r U Ll m i rn f W d a �J t OL Ss. 0 �t0' ❑� a�� lSk� Of `A o uj U T A O d O 0 C\i1 O 0 0 0 rEl C4 0 O z D G) ca 00 cn 0 r D m -n m m O X m O r m 0 cn �0= m�>0p>XMC,3L,m=0=o �z;�zzoCr-fir OZD7�3 nIn zm�m��m-t-n mnom ;C-a rri'iZ�T< C�m0 -icf)-3D z O m O wm-im- - mcoOofml (n° uz DDOn-�z1m- �rM -nmQC mm mG)c� Onz2n:Ps.MM[5r-a m OCQ dTCM-noV�= -[ z C coOmmD-i00(nwc U?M ;i r wC-i=m--qu) M= am ��-n :�D=D mO mmO�p-irn D3c7z--4 m �zoo -i mca C13 C c c 0 r� -�I X G) m m>oonCj00000m=OXZz czzMDmCXznmM `�� =�--l-l� z�n 2m,�cqm-[-]�m'x ,- GG)atm00p�0 mmcm n 3mn00 OT� => a2>O=m�m�omzQN = �% Mw10C0--.o. > �T3mr -4">Pz, En rm O O, z _� ILO C��ZWbc>i�DD�-z-I��!� m c� -i G) = M 4 m -i m�� z w m mmz Dm v z� CO m.�z zFo z C!� m nz toD p o— >-i'cnX0z> ZO?5Z �Cm DC0z � p 11 n C � �- O�zDrmm�mr�...m D t M MG)zo-1G)gxom�40 Ocyl z fir'-!m(A1�rnz om �-z[ z Z o0oN� o�� mz z =�=OXD-r[ = acne=�= D� �zC}amm �(mi1 � �o ~� oC°DCcn o� �=�O�yCas-lw_ o�m �N ��mCcn z cn--f O NwNmr-=Dp(D�mrn'r_' �W 7o O WSW - a�mZm t rn n V K 2 x H K �l rn Z W Ea Return Address: City of Federal Way Attn: Kevin Peterson, Public Works Department 33325 8th Avenue South Federal Way, WA 98003-6325 I'�GN9�Y�1�'�I�q�ll�'�I�� 20160625000951 KING COUNTY , WA STATUTORY WARRANTY DEED FOR STORM WATER POND TRACT C Grantor (s): 356TH STREET MANAGEMENT, LLC, A Washington limited liability company Grantee (s): CITY OF FEDERAL WAY, a Washington municipal corporation Property Legal Description (abbreviated): A portion of the SE 1/4 of the NE 1/4, Sec 30, TWP 21 N, R 4 E, W.M., in King County, WA Additional Legal(s) on Exhibit A Assessor's Tax Parcel ID#(s): 302104-9020 THE GRANTOR(S), 356TH STREET MANAGEMENT, LLC, A Washington limited liability company, for and in consideration of The City of Federal Way's approval of Final Plat No. 17-104044-00-SU and other good and valuable consideration, convey(s) and warrant(s) to the CITY OF FEDERAL WAY, a Washington municipal corporation, all of its right, title and interest, and any after -acquired interest therein, in and to the real property described in Exhibit A and depicted in Exhibit A-1 herewith attached and made a part hereof, situated in King County in the State of Washington. DATED THIS 3 l 2 � day of AY 20 it. signature page follows CONFORMED COPY E2937996 EXCISE TAX AFFIDAiIITS 6125/2018 2:57 PM ICING COUNTY, WA Tax Amount:$10.00 GRANTOR: 4 David J. Li w Manager 356tb Stre Man ement, LLC STATE OF WASHINGTON ) ) ss. COUNTY OF ) On this day personally appeared before me David J. Litowitz, to the known to be the Manager of 356TH STREET MANAGEMENT. LLC that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. GIVEN my hand and official seal this day of 20 FBRIANNE MATTSONedl rtnted name of notaARY PUBLIC ttYP p �) 1= 1NAS1BLIC ON Notary Public in and for the State of Washington. MISSION EXPIRESMy commission expiresl.AI jRIL 08, 2020 Rev. 10/17 EXHIBIT A TRACT C DEDICATION DESCRIPTION EXHIBIT THAT PORTION OF LOT 3 OF ICING COUNTY BOUNDARY LINE ADJUSTMENT NO. 08-101306- 00-SU, RECORDED UNDER RECORDING NUMBER 20090903900001 MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 3; THENCE SOUTH 89002'04" EAST ALONG THE NORTH LINE OF SAID LOT 3, 327.99 FEETTO THE NORTHEAST CORNER OF SAID LOT 3; THENCE SOUTH 01028'26" WEST ALONG THE EAST LINE OF SAID LOT 3, 504.70 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 01028'26" WEST ALONG THE EAST LINE OF SAID LOT 3, 157.20 FEET TO THE SOUTHEAST CORNER OF SAID LOT 3; THENCE NORTH 89007'11" WEST ALONG SOUTH LINE OF SAID LOT 3, 107.04 FEET; THENCE NORTH 01026'25" EAST, 136.06 FEET; THENCE NORTH 52057'53" WEST, 37.08 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 45052'23" WEST, 81.00 FEET; THENCE NORTH THROUGH SAID CURVE THROUGH A CENTRAL ANGLE OF 14011'00" AN ARC LENGTH OF 20.05 FEET; THENCE SOUTH 52057'53" EAST, 26.84 FEET; THENCE SOUTH 88032'31" EAST, 103.81 FEET TO THE TRUE POINT OF BEGINNING. ._ r rrrr rlri �� ♦ �� J'8� 22016 0 !I. LOW EXHIBIT Al RETREAT MEADOWS PLAT TRACT C DEDICATION DEPICTION EXHIBIT `27 (n W Q z N SW 358TH PL 120 60 0 120 SCALE: 1" = 120' NOTE: THIS MAP DOES NOT REPRESENT A SURVEY AND IS PROVIDED FOR REFERENCE ONLY. SW 358TH STREET SW 359TH ST 0 m W U Q J a_ i- rl TRACT C atw BEYLER CONSULTING CONTACT phone: 253-301-4157 fax: 253-336-3950 beylerconsulting.com Ln '-1Jr-1 WO OwO ri —�d N 0 Ln m a. 0 O �o NWrn rn Oho JdN a O U M Y OFFICE 5920 100th St. SW, Ste. 25 Lakewood, WA 98499 �t low t1 + Department of �� ReVenu e Washington State REAL ESTATE EXCISE TAX AFFIDAVIT This form is your receipt PLEASE TYPE OR PRINT CHAPTER 82.45 RCW —CHAPTER 458-61A WAC when stamped by cashier. TI4IS AFFIDAVIT WILL NOT BE ACCEPTED UNLESS ALL AREAS ON ALL PAGES ARE FULLY COMPLETED (See back of last page for instructions) ❑Chcelc box if :>'t'linl stile- indicnle °!o sol[i. List etrenlst a of ownershi ac aired next to each nnnae. Name 356TH STREET MAfVAGEMENT LLC Name CITY OF FEDERAL AY x a Mailing Address 2715 64TH AVE NE, SUITE B � Mailing Address 33325 8TH AVE S City/State/Zip TACOMA, WA98422 aA City/State/Zip�E^ER"r "+°Y tnle [lst[1f1- Phone No. (including area code)(253) 927-6116 Phone No. (including area cads] List all real and personal property tax parcel account List assessed value(s) Send al I property tax correspondence to: El Same as Buyer/Grantee nurnbers — checA box if personal property 302104-9020 Name ^� nro�C� nA❑AI°rFAAFttIT I I C Mailing Address 27�F R�1T4J A��E NE 3 City/State/Zip TACOMA, WA 98422 Phone No. (including area code) {253] 27-6116 ® Street address of property: VACANT LAND This property is located in Fe cle,nl Way ✓❑ Check box if any of the listed parcels are being segregated from another parcel, are part of a boundary line adjustment or parcels being merged. Legal description of property (if more space is needed, you may attach a separate sheet to each page of the affidavit) SEE ATTACHED ® Select Land Use Code(s): 11 - Househald. single famHy units enter any additional codes: (See back of last page for instructions) YES NO Was the seller receiving a property tax exenpiion or deferral tinder ❑ chapters 84.36, 84.37, or 84.38 RCW (nonprofit organization, senior citizen, or disabled person, homeowner with limited income)? YES NO Is this property designated as forest land per chapter 84.33 RCW? ❑ 0 Is this property classified as current use (open space, farm and ❑ ❑✓ agricultural, or timber) land per chapter 84.34? is this property receiving special valuation as historical property ❑ per chapter 84.26 RCW? *r.,... - ;n•e ves, complete as nnstructed below. List all personal property (tangible and intangible) included in selling price. If claiming an exemption, list WAC number and reason for exemption: WAC No. (Section/Subsection) 458-61A-205(4] Reason for exemption DEDICATION OF PROPERTY FOR PUBLIC STORM WATER POND TRACT Type of Document STATUTORY WARRANTY DFED EXHIBIT A TRACT C DEDICATION DESCRIPTION EXHIBIT THAT" PORTION OF LOT 3 OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO, 08-101306- 00-SU, RECORDED UNDER RECORDING NUMBER 20090903900001 MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING ATTHE NORTHWEST CORNER OF SAID LOT 3; THENCE SOUTH 89002'04" EAST ALONG THE NORTH LINE OF SAID LOT 3, 327.99 FEET TO THE NORTHEAST CORNER OF SAID LOT 3; THENCE SOUTH 01028'16" WEST ALONG THE EAST LINE OF SAID LOT 3, 504.70 FEET rQ Tf lE TRUE POINT OF BEGINNING; THENCE SOUTH 01028'26" WEST ALONG THE EAST LINE OF SAID LOT 3, 157.20 FEET TO THE -SOUTHEAST CORNER OF SAID LOT 3;. THENCE NORTH 89007'11" WEST ALONG SOUTH LINE OF SAID LOT 3, 107.04 FEET; THENCE NORTH 01026'25" EAST, 136.06 FEET; THENCE NORTH 52057'5.3" WEST, 37.08 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 45052'23" WEST, 81.00 FEET; THENCE NORTH THROUGH SAID CURVE THROUGH A CENTRAL ANGLE OF 14011'00" AN ARC LENGTH OF 20.05: FEET; THENCE SOUTH 52057'53" EAST, 26.84 FEET; THENCE SOUTH 88032'31" CAST, 103.81 FEET TO THE TRUE POINT OF BEGINNING Return Address: City of Federal Way CdNFORMED COPY M Attn: Kev n P tenon, Public Works Department��`� � � 1111111111111111111111111 11111111111111 33325 sth Avenue South20180626000960 Federal Way, WA 98003-6325 WARRANTY DEED Rec: $102.00 6/2612018 2:57 PM KING COUNTY, WA STATUTORY WARRANTY DEED FOR STORM WATER POND TRACT B Grantor (s): 356TH STREET MANAGEMENT, LLC, A Washington limited liability company Grantee (s): CITY OF FEDERAL WAY, a Washington municipal corporation Property Legal Description (abbreviated): A portion of the SE 1/4 of the 1�4, Sec 30, TWP 21 N, R 4 E, W.M., in King County, WA Additional Legal(s) on Exhibit A Assessor's Tax Parcel ID#(s): 302104-9020 THE GRANTOR(S), 356TH STREET MANAGE liability company, for and in consideration of The City of Fede�}fir Y $Capproval as oflFinal Plat 17-104044-00-SU and other good and valuable consideration, convey(s) and warrant(s) to the CITY OF FEDERAL WAY, a Washington municipal corporation, all of its right, title and interest, and any after -acquired interest therein, in and to the real property described in Exhibit A and depicted in Exhibit A -I herewith attached and made a part hereof, situated in King County in the State of Washington_ DATED THIS 3 day of `-! 1200. signature page follows CONFORMED Copy E2937995 EXCISE TAX AFFIDAVITS 6/23/2018 2:57 PM ICING COUNTY. VITA Tax Amaunt:$10,00 GRANTOR: David J. L' o , Manager 356th Strakt Man ement, LLC STATE OF WASHINGTON ) ) ss. COUNTY OF Bea---- ) On this day personally appeared before me David J. Litowitz, to me known to be the Manager of 356TH STREET MANAGEMENT. LLC that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. iq GIVEN my hand and official seal this day of , 20 BRIANNE MATTSON NOTARY PUBLIC (typedlprinted name of notary) STATE OF WASHINGTON Notary Public in and for the State of Washington. MY COMMISSION EXPIRES My commission expiresy� APRIL 08, 2020 Rev. 10/17 EXHIBIT A TRACT B DEDICATION DESCRIPTION EXHIBIT THAT PORTION OF LOT 3 OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. 08-101306- 00-SU, RECORDED UNDER RECORDING NUMBER 20090903900001 MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING ATTHE NORTHWEST CORNER OF SAID LOT 3; THENCE SOUTH 89002'04" EAST ALONG THE NORTH LINE OF SAID LOT 3, 327.99 FEET TO THE NORTHEAST CORNER OF SAID LOT 3; THENCE SOUTH 0102826" WEST ALONG THE EAST LINE OF SAID LOT 3, 28.36 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 0102826" WEST ALONG THE EAST LINE OF SAID LOT 3, 249.35 FEET; THENCE NORTH 88032'31" WEST, 115.90 FEET; THENCE NORTH 01027'29" EAST, 221.92 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 88032'31" EAST, 25.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89030'27" AN ARC LENGTH OF 39.05 FEET; THENCE NORTH 89002'04" WEST, 49.47 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 00057'56" EAST, 530.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 04030'58" AN ARC LENGTH OF 41.78 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 28,551 SQUARE FEET, MORE OR LESS. EXHIBIT Al RETREAT MEADOWS PLAT TRACT B DEDICATION DEPICTION EXHIBIT It 1.0 00 �o (n00 U o Y m 0 co SW 358TH PL rn Nr Ln 0 N LC] O Ln U7 U Y U) W Q 0 z 120 60 0 120 SCALE: 1" = 120' NOTE: THIS MAP DOES NOT REPRESENT A SURVEY AND IS PROVIDED FOR REFERENCE ONLY. LOT 2 BLA 20090903900001 PARCEL 3021049118 SW 358TH STREET SW 359TH ST m w U Q J a- TRACT B EYLE R CONSULTING ko Ln �J ri W pl Q cyO ,1 Ja N O (n w a. Q o Nwo M 0ofo n - �dN a o Uri Y n Ln cn J r-I LUG) OofO rq JdN O m CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100th St. SW, Ste. 25 beylerconsulting.com Lakewood, WA 98499 Depanment of Revenue Washington State REAL ESTATE EXCISE TAX AFFIDAVIT This form is your receipt PLEASE TYPE OR PRINT CHAPTER 82.45 RCW — CHAPTER 458-61A WAC when stamped by cashier. THIS AFFIDAVIT WILL NOT BE ACCEPTED UNLESS ALL AREAS ON ALL PAGES ARE FULLY COMPLETED (See back of last page for instructions) I LlCheck box if partial snle, indicnle 0/0 sold. List erce�ita c of U►vneislti ac o[red next tv eacl� nAntc. Name 356TH STREET MANAGEMENT, LLC TName �.i l r ur r��•� ailin AddressMailing Address 2715 64TH AVE NE, SMITE B gril City/State/zip TACOMA, WA 98422 ity/State/ZipPhone No. (including area code) - hone No. (including area code] 2 I.1st areal and personal property tax parcel account List assessed value(s) Send all property tax correspondence to: El Same as Buyer/Grantee ll numbers check box if personal property Name ^T` ` ^rr�Ee r nnnniorr nnt=n «�-LC--^ 3021Q4-9020 Mailing Address 2715 6_4_T—H-A--VE-N—E--S-UJTE City/State/Zip TACO MA. WA 98422 Phone No. (including area code) 253 927-6116 Street address of property: VACANT LAND This property is located in Federal MY E✓ Check box if any of the listed parcels are being segregated from another parcel, are part of a boundary line adjustment or parcels being merged. Legal description of property (if more space is needed, you may attach a separate sheet to each page of the affidavit) SEE ATTACHED Select Land Use Code(s): 11 - Household, simole family units enter any additional codes: (See back of last page for instructions) YES NO Was the seller receiving a property tax exemption or defen al under ❑ ❑✓ chapters 84.36, 84.37, or 84.38 RCW (nonprofit organization, senior citizen, or disabled person, homeowner with limited income)? YES NO Is this property designated as forest land per chapter 84.33 RCW? ❑ 0 Is this property classified as current use (open space, farm and ❑ 0 agricultural, or timber) land per chapter 84,34? is this property receiving special valuation as historical property ❑ 0 per chapter 84.26 RCW? If any answers are yes, complete as instructed below, (1) NOTICE OF CONTINUANCE (FOREST LAND OR CURRENT USE) List all personal property (tangible and intangible) included in seumg price. If claiming an exemption, list WAC number and reason for exemption: WAC No, (Section/Subsection) 458-61 k-205(4) Reason for exemption DEDICATION OF PROPERTY FOR PUBLIC STORM WATER POND TRACT Type of Document STATUTORY WARRANTY DEED EXHIBIT A. TRACT B DEDICATION DESCRIPTION EXHIBIT THAT PORTION ❑F LOT 3 OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. 08-101306- 00-SU, RECORDED UNDER RECORDING NUMBER 20090903900001 MORE PARTICULARLY ❑ESCRIBE❑ AS FOLLOWS: COMMENCING ATTHE NORTHWEST CORNER OF SAID LOT 3; THENCE SOUTH 89002'04" EAST ALONG THE NORTH LINE OF SAID LOT 3, 327.99 FEET TO THE NORTHEAST CORNER OF SAID LOT 3; THENCE SOUTH 01028'26" WEST ALONG THE EAST LINE OF SAID LOT 3, 28.36 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 01028'26" WEST ALONG THE EAST LINE OF SAID LOT 3, 249.35 FEET; THENCE NORTH 88032'31''' WEST, 115.90 FEET; THENCE NORTH 01027'29" EAST, 221.92 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 88032`33," EAST, 25.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89030'27" AN ARC LENGTH OF 39.05 FEET; THENCE NORTH 89°02'04" WEST, 49.47 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 00057'56" FAST, 530.00 FEET; WHENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 04030'58" AN ARC LENGTH ❑F 41.78 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 28,551 SQUARE FEET, MORE OR LESS. Return Address: City of Federal Way Attn: Kevin Peterson, Public Works Department 33325 8th Avenue South Federal Way, WA 98003-6325 MED CO 111EEY�1N'ShVlf�nilfl'�I�HRAI�hI�11R 20180625000949 WARRANTY DEED Rec: $106.00 6125/2018 2:57 PM KING COUNTY, WA STATUTORY WARRANTY DEED FOR RIGHT OF WAY Grantor (s): 356TH STREET MANAGEMENT, LLC, A Washington limited liability company Grantee (s): CITY OF FEDERAL WAY, a Washington municipal corporation Property Legal Description (abbreviated): A portion of the SE 1/4 of the NE 1/4, Sec 30, TWP 21 N, R 4 E, W.M., in King County, WA Additional Legal(s) on Exhibit A Assessor's Tax Parcel ID#(s): 302104-9021, 302104-9082, 302104-9058, 302104-9020 THE GRANTOR(S), 356TH STREET MANAGEMENT, LLC, A Washington limited liability company, for and in consideration of The City of Federal Way's approval of Final Plat No. 17-104044-00-SU and other good and valuable consideration, convey(s) and warrant(s) to the CITY OF FEDERAL WAY, a Washington municipal corporation, all of its right, title and interest, and any after -acquired interest therein, in and to the real property described in Exhibit A and depicted in Exhibit A-1 herewith attached and made a part hereof, situated in King County in the State of Washington. DATED THIS 3 day of C I, 0 y 20Z signature page follows CONFORMED COPY E2937994 EXCISE TAX AFFIDAVITS 6/25/2018 2:57 PM KING COUNTY, WA Tax Amount$10.00 GRANTOR: David J. it i , Manager 356th Street Ma cement, LLC STATE OF WASHINGTON ) ) ss. COUNTY OF ) On this day personally appeared before me David J. Litowitz, to me known to be the Manager of 356TH STREET MANAGEMENT L,.Lc that executed the foregoing instrument, and acknowledged the said instrument to he the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. S'� 2019 GIVEN my hand and official seal this � day of BRIANNE MATTSON NOTARY PUBLIC STATE OF WASHINGTON MY COMMISSION EXPIRES APRIL 08, 2020 Rev. 10/17 (typed/printed name of notary) Notary Public in and for th tate of Washington. My commission expires LA IS i_ EXHIBIT A - SHEET i RETREAT MEADOWS PLAT RIGHT-OF-WAY DEDICATION DESCRIPTION EXHIBIT THAT PORTION OF THE EAST HALF OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER TOGETHER WITH THE SOUTH HALF OF THE WEST HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER ALL OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE EAST LINE OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER WITH THE SOUTH MARGIN OF SOUTHWEST 356TH STREET; THENCE ALONG THE EAST LINE THEREOF SOUTH 01°27'33" WEST, 210.77 FEET TO A NON - TANGENT CURVE THE RADIUS POINT OF WHICH BEARS NORTH 63010'37" WEST, 280.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12043'57" AN ARC LENGTH OF 62.22 FEET; THENCE SOUTH 39033'20" WEST, 124.75 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 50026'40" EAST, 220.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38006'55" AN ARC LENGTH OF 146.35 FEET; THENCE SOUTH 01026'25" WEST, 72.93 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 88033'35" EAST, 25.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90028'29" AN ARC LENGTH OF 39.48 FEET; THENCE SOUTH 89002'04" EAST, 131.25 FEET; THENCE SOUTH 01027'33" WEST, 27.00 FEET; EXHIBIT A - SHEET 2 RETREAT MEADOWS PLAT RIGHT-OF-WAY DEDICATION DESCRIPTION EXHIBIT THENCE SOUTH 89002'04" EAST, 327.99 FEET; THENCE SOUTH 01028'26" WEST, 28.36 FEET TO A NON -TANGENT CURVE THE RADIUS POINT OF WHICH BEARS NORTH 03033'03" WEST, 530.00 FEET; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 04030'58" AN ARC LENGTH OF 41.78 FEET; THENCE SOUTH 89002'04" EAST, 49.47 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 00057'56" WEST, 25.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89030'27" AN ARC LENGTH OF 39.05 FEET; THENCE SOUTH 01027'29", 391.67 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 88032'31" WEST, 81.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89058'55" AN ARC LENGTH OF 127.21 FEET; THENCE NORTH 88033'35" WEST, 266.31 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 01°26'25" WEST, 25.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90000'00" AN ARC LENGTH OF 39.27 FEET; THENCE SOUTH 01026'25" WEST, 110.28 FEET; THENCE NORTH 89007'11" WEST, 3.63 FEET; THENCE NORTH 89007'11" WEST, 48.37 FEET; THENCE NORTH 01026'25" EAST, 357.00 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 88'33'35" WEST, 25.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90°00100" AN ARC LENGTH OF 39.27 FEET; THENCE NORTH 88'33'35' WEST, 90.50 FEET; THENCE NORTH 01026'25" EAST, 52.00 FEET; THENCE SOUTH 88'33'35" EAST, 90.50 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 01°26'25" EAST, 25.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 91'341101, AN ARC LENGTH OF 39.95 FEET; THENCE NORTH 00°07'45" WEST, 145.71 FEET; EXHIBIT A - SHEET 3 RETREAT MEADOWS PLAT RIGHT-OF-WAY DEDICATION DESCRIPTION EXHIBIT THENCE NORTH 01 °26'25" EAST, 182.96 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 88°33'35" EAST, 280.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38°06155" AN ARC LENGTH OF 186.27 FEET; THENCE NORTH 39°33'20" EAST, 124.75 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 50'26'40" WEST, 220.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38005,50" AN ARC LENGTH OF 146.28 FEET; THENCE NORTH 01°27'29" EAST, 52.84 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 88'32'31" WEST, 25.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 92°33104" AN ARC LENGTH OF 40.38 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 01 °05'35" EAST, 2,811.88 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 05°56'46" AN ARC LENGTH OF 290.78 FEET; THENCE NORTH 01 °26'25" EAST, 11.11' FEET TO THE SOUTH MARGIN OF SOUTHWEST 356TH STREET AND A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 06°34'07" EAST, 2,822.88 FEET; THENCE NORTHEASTERLY ALONG SAID SOUTH MARGIN AND SAID CURVE THROUGH A CENTRAL ANGLE OF 06'41'11" AN ARC LENGTH OF 329.43 FEET TO THE POINT OF BEGINNING. EXCEPT THAT PORTION DESCRIBED AS FOLLOWS; COMMENCING AT THE INTERSECTION OF THE EAST LINE OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER WITH THE SOUTH MARGIN OF SOUTHWEST 356TH STREET; THENCE SOUTH 01027'33" WEST, ALONG SAID EAST LINE, 621.36 FEET; THENCE SOUTH 01'27'24" WEST, 33.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 89°02'04" EAST, 134.79 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 00°57'56" WEST, 25.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90°29'33" AN ARC LENGTH OF 39.48 FEET; THENCE SOUTH 01 °27'29" EAST, 390.79 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 88°32'31" WEST, 29.00 FEET; EXHIBIT A - SHEET 4 RETREAT MEADOWS PLAT RIGHT-OF-WAY DEDICATION DESCRIPTION EXHIBIT THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89°58'55" AN ARC LENGTH OF 45.54 FEET; THENCE NORTH 88033'35" WEST TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 01 °26'25" EAST, 25.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90000,00" AN ARC LENGTH OF 27.00 FEET; THENCE NORTH 01 °26'25" EAST, 392.55 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 88°33'35" EAST, 25.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89°31'31" AN ARC LENGTH OF 39.06 FEET; THENCE NORTH 89°02'04" WEST, 135.65 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 142,834 SQUARE FEET, MORE OR LESS. EXHIBIT Al SHEET 1 RETREAT MEADOWS PLAT RIGHT OF WAY DEDICATION DEPICTION EXHIBIT j; 2ND AVE SW N MN � O O ,1 O N N 0 CDLnM O.. W LOU U Y Q a Ln N Lu W Q� ut- C) D�C) J MN O M m ao U o �co 0 a- N W 0, O o Q N o M W Q SW 358TH ST o z . -i O N p] N ri Ln N OO CD Ln cn J ^ J U� Y a SEE SHEET 2 120 60 0 120 SCALE: 1" = 120' NOTE: THIS MAP DOES NOT REPRESENT A SURVEY AND IS PROVIDED FOR REFERENCE ONLY. SW 356TH STREET LOT 1 BLA 20090903900001 PARCEL 3021049036 LOT 2 BLA 20090903900001 PARCEL 3021049118 RIGHT OF WAY BEYLER CONSULTING CONTACT phone:253-301-4157 OFFICE fax: 253-336-3950 5920 100th St. SW, Ste. 25 beylerconsulting.com Lakewood, WA 98499 EXHIBIT Al SHEET 2 RETREAT MEADOWS PLAT RIGHT OF WAY DEDICATION DEPICTION EXHIBIT 0 m ao cn m Uo 0 r: ca It J ri N W pl O cy-,0 J d N O M N ri O� 0 O mN N 0 M J W U Q a SW 358TH PL M Ln Ln 0 N Ln C) O rl n a U Y SEE SHEET 1 LOT 2 BLA 20090903900001 PARCEL 3021049118 (n W Q SW 358TH STREET n SW 359TH ST % 120 60 0 120 SCALE: 1" = 120' NOTE: THIS MAP DOES NOT REPRESENT A SURVEY AND IS PROVIDED FOR REFERENCE ONLY. B EYLER. CONSULTING CONTACT phone:253-301-4157 fax: 253-336-3950 beylerconsulting.com 0 Ln -4 J r-4 W Cl) 000 Ja, N O cn cQ 't 0 0 �O o �U� �o � OaN a o V) M U Y n ui M J-1 i-U� 0&o -JdN O M OFFICE 5920 100th St. SW, Ste. 25 Lakewood, WA 98499 Department of Revenue Washington State REAL ESTATE EXCISE TAX AFFIDAVIT This form is your receipt PLEASE TYPE OR PRINT CHAPTER 82.45 RCW — CHAPTER 458-61 A WAC when stamped by cashier. THIS AFFIDAVIT WILL NOT BE ACCEPTED UNLESS ALL AREAS ON ALL PAGES ARE FULLY COMPLETED (See back of last page for instructions) Check box if partial sale indicate % sold. List creeutra name. Name �FFTH STRFFT hAANAGEMENT I I Q Name CITY O FEDERAL � u Mailing Address 3325 8TH AVE 5 a Mailing Address g N City/State/Zip m City/State/Zip FEDERAL KAY. WA 98003 Phone No. (including area code) (253) 927-6116 Phone No. (including area code) Send all property tax correspondence to: ❑ Same as Buyer/Grantee List all real and personal property tax parcel account List assessed value(s) numbers — check box if personal property m Nae 356TH STREET MAN EME Mailing Address 2715 64TH AVE NE SUITE R302J04-90.158 City/State/Zip - Phone No, (including area code)., (25a)927-6116 ® Street address of property: VACANT LANES This property is located in Federal Way ❑✓ Check box if any of the listed parcels are being segregated from another parcel, are part of a boundary line adjustment or parcels being merged. Legal description of property (if more space is needed, you may attach a separate sheet to each page of the affidavit) SEE ATTACHED Select Land Use Code(s): 11 - Household, single family units enter any additional codes: (See back of last page for instructions) YES NO Was the seller receiving a property tax exemption or deferral under ❑ chapters 84,36, 84 31, or 438 RCW (nonprofit organization, senior citizen, or disabled Derson, homeowtler with limited income)? ® YES NO Is ti-ds property designated as forest land per chapter 94.33 RCW? ❑ ❑✓ Is this property classified as current use (open space, fann and ❑ ❑✓ agricultural, or timber) land per chapter 84.34 RC W? Is this property receiving special valuation as historical property ❑ ❑✓ per chapter 94.26 R.CW? If any answers are yes, complete as instructed below. ----- -- • • - •--- •.�.�.,..,�,-r t ♦ Mn nn 9- t TDD NT 11.QF.1 List all personal property (tangible and intangible) included in selling price. If claiming an exemption, list WAC number and reason for exemption: WAC No. (Section/Subsection) 458-61A-205l[C Reason for exemption DEDICATION OF PROPERTY FOR PUBLIC STREET RIGHT OF WAY Type of Document STATUTORY WARRANTY DEED EXHIBIT A - SHEET 1 RETREAT MEADOWS PLAT RIGHT-OF-WAY DEDICATION DESCRIPTION EXHIBIT THAT PORTION OF THE EAST HALF OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER TOGETHER WITH THE SOUTH HALF OF THE WEST HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER ALL OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M_ IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE EAST LINE OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER WITH THE SOUTH MARGIN OF SOUTHWEST 356TH STREET; THENCE ALONG THE EAST LINE THEREOF SOUTH 01°27'33" WEST, 210.77 FEET TO A NON - TANGENT CURVE THE RADIUS POINT OF WHICH BEARS NORTH 63010'37" WEST, 280.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12043'57" AN ARC LENGTH OF 62.22 FEET; THENCE SOUTH 39°33'20" WEST, 124.75 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 50026'40" EAST, 220.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38006,55' AN ARC LENGTH OF 146.35 FEET; THENCE SOUTH 01026'25" WEST, 72.93 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 88033'35" EAST, 25.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90028'29" AN ARC LENGTH OF 39.48 FEET; THENCE SOUTH 89002'04" EAST, 131.25 FEET; THENCE SOUTH 01027'33" WEST, 27.00 FEET; EXHIBIT A - SHEET Z RETREAT MEADOWS PLAT RIGHT-OF-WAY DEDICATION DESCRIPTION EXHIBIT THENCE SOUTH 89002'04" EAST, 327.99 FEET; THENCE SOUTH 01028'26" WEST, 28.36 FEET TO A NON -TANGENT CURVE THE RADIUS POINT OF WHICH BEARS NORTH 03033'03" WEST, 530.00 FEET; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 04030'58" AN ARC LENGTH OF 41.78 FEET; THENCE SOUTH 89002'04" EAST, 49.47 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 00057'56" WEST, 25.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89030'27" AN ARC LENGTH OF 39.05 FEET; THENCE SOUTH 01027'29", 391.67 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 88032'31" WEST, 81.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89058'55" AN ARC LENGTH OF 127.21 FEET; THENCE NORTH 88033'35" WEST, 266.31 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 01026'25" WEST, 25.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90000'00" AN ARC LENGTH OF 39.27 FEET; THENCE SOUTH 01026'25" WEST, 110.28 FEET; THENCE NORTH 89007'11" WEST, 3.63 FEET; THENCE NORTH 89007'11" WEST, 48.37 FEET; THENCE NORTH 01026'25" EAST, 357.00 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 88°33'35" WEST, 25.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90°00100" AN ARC LENGTH OF 39.27 FEET; THENCE NORTH 88°33'35' WEST, 90.50 FEET; THENCE NORTH 01°26'25" EAST, 52.00 FEET; THENCE SOUTH 88°33'35" EAST, 90.50 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 01 °26'25" EAST, 25.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 91 °34'10" AN ARC LENGTH OF 39.95 FEET; THENCE NORTH 00007'45" WEST, 145.71 FEET; EXHIBIT A - SHEET 3 r RETREAT MEADOWS PLAT RIGHT-OF-WAY DEDICATION DESCRIPTION EXHIBIT THENCE NORTH 01 026'25" EAST, 182.96 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 88o33'35" EAST, 280.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38°06155" AN ARC LENGTH OF 186.27 FEET; THENCE NORTH 39°33'20" EAST, 124.75 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 50°26'40" WEST, 220.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 38005,50" AN ARC LENGTH OF 146.28 FEET; THENCE NORTH 01°27'29" EAST, 52.84 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 88'32'31" WEST, 25.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 92°33'04" AN ARC LENGTH OF 40.38 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 01 °05'35" EAST, 2,811.88 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 05°56'46" AN ARC LENGTH OF 290.78 FEET; THENCE NORTH 01'26'25" EAST, 11.1 V FEET TO THE SOUTH MARGIN OF SOUTHWEST 356TH STREET AND A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 06°34'07" EAST, 2,822.88 FEET; THENCE NORTHEASTERLY ALONG SAID SOUTH MARGIN AND SAID CURVE THROUGH A CENTRAL ANGLE OF 06'41'11" AN ARC LENGTH OF 329.43 FEET TO THE POINT OF BEGINNING. EXCEPT THAT PORTION DESCRIBED AS FOLLOWS; COMMENCING AT THE INTERSECTION OF THE EAST LINE OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER WITH THE SOUTH MARGIN OF SOUTHWEST 356TH STREET; THENCE SOUTH 01°27'33" WEST, ALONG SAID EAST LINE, 621.36 FEET; THENCE SOUTH 01 '27'24" WEST, 33.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 89°02'04" EAST, 134.79 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS SOUTH 00°57'56" WEST, 25.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90°29133" AN ARC LENGTH OF 39.48 FEET; THENCE SOUTH 01 °27'29" EAST, 390.79 FEET TO A CURVE THE RADIUS POINT OF WHICH BEARS NORTH 88°32'31" WEST, 29.00 FEET; Instrument Number: 20180625000948 Book:PLAT Vol: 283 Page: 79 Document:PLAT Record Date: 6/25/2018 2:57 PM Rec: $183.00 In King County, WA F d a u 0 A �3 a 00 O fn O 00 �.� 0 *wo""w. cc Q �n N a a N � ©-to AC m = m U y N 00 O N 0 o Naa.ao-Y z c � . �A Instrument Number: 20180625000948 Document:PLAT Rec: $183.00 Page-3 of 8 Record. Date:6/25/2018 2:57 PM Bing County, WA SETBACK 'LINEABi:F :. ; LINE :# •LENGTH- 'DIRECTION L10. ' .' 50:00 -N88033'35"W "..S1026'25"W. L-12 .18.67 , --N88°33'35"W. 'L13 ' f i 2.92 S77°32'34'W 'U4. .. 13.70 ':.. N58°43'14"W L15' .• `46.98;: S31°16`46"W L16 44.54� N390337WE" ;L17 AM,: N1026'25"•E°:: L18 : � • 15..00 : '..: N88033.'357W L19 :-15.00 .. '::N1°26'25'E., . j20 :: •124.95-- •.N88°33'35'W •421 .124.95 : N88033'35'W : L22 ' :. •. 15:00..:....S1°26'25"W L23. " .' .10.00. •N88033'35"W ' L24:. . '42.17 : • " S1°26'25"W' Instrument Number: 20180625000948 Document:PLAT Rec: $183.00 Page-5 of 8 Record. Date:6/25/2018 2:57 PM King County, WA a:Ag . \__,.-/CONSULTING: 20 CONTACT` CITY OF FEDERAL WAY FILE NO..-17-104044-SU phone: 253=301=4157 ''' 'OFFICE FRONT 253-335920 100th St SW Ste. '25.6- om VA 98499 .beyferconsuiting.c instrument Number: 20180625000948 Document:PLAT Rea $183.00 Page-6 of 8 •6 25 2018 2:57 PM Kin Count WA Record Date. / / g Y� - ....: ... _ ....: . . .:.:.. ..:: Instrument Number: 20180625000948 Document: PLAT Rec: $183.00 Page-7 of 8 Record Datc:6/25/2018 2:57 PM King County, WA •� • , i $ S ��1��r: UriirJrlPr✓rr.UJj� CONTACT* • -253-301-4.157 -OFFICE, ` ` ti - - beylerconsultin com Lakewood WA 98499 Enstrument Number: '20180625000948 Document:PLAT Reci $183.00 Page-8 of 8 Record. Date:6/25/2018 2:57 PM King County, WA . 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N 35823M LOT 42 W LOT 51 o °'• H E EA T1/2 LOT 17 P 35822 S 35821 TRACT B .. 26' 26, z ((\1(( 206 N 88°33'35" W 160.38' o N 88°31'26" W 160.00, _ N 88°33'35" W 90.50' ^i 358 �6Y 2 LOT 41 W LOT 50 p N 1 SW 358TH PLACE N M W ' N 88°33'35" W 141.50' W a `c Z 35829 g a + o •^' o N 2 N 88°33'35" W 360.37' W N p c M � N 88°31'26" W 160.00' N • N.88°33'35" W 90.50' Z. 35832 LOT 40 L07 49 � O 0 a ... - 2.07 I n o .. 35833 a N 88°32'31" W 115.90 ' " - LOT 18 . N 88°33'35" W 160.35' o N 88°31'26" W 160.00' Q1 35837 � � M LOT 33 0ui ! -I N 88°33'5.50' 35" W 11 LOT 39 Q H N 35838 n . LOT 48 O - n 583 tlo 0 35839 8133'35" W 160.34' a ji N 8°31'26" W 160.00, N 65.70' 62.99' ',31.54' 31.35' 63.00' 55.55' N 88°32'31" W 115,88' LOT 19 • 35848 f .. 35845 0 35843 �,162-1�j . L )S ) 0 LOT32 0 N 88°33'35" W 115.50' w ,ri LOT 38 N LOT 37 W LOT 36 m LOT 35 LOT 34 35842 Q f� ui LOT 20 - 2 W . 35851 & Z N 0 N 86°32'31" P ry 1488°33'39aw 115:5o' w • 190 182 170 Z 158 150 ; •LOT q .'� �' n e 40.70' 62.96' 6. ' z6. 31 $ .".N 88°33'35" W 266.31' fig. 35.856 .N • z w LOT 21 'ten. m '�" o N 8a°33'35" W 317,31" GY z 35905 z SW 359TH PLACE . , �s'Sa N 88°32'31" w f03.81' G4p N 88°33'35° W 115.50, N 88°33'35" W 266.3d' .. - .. 0 31,50, .. G 191 54.00 54.00' $h.00. 54.50' C9 18.31' 183 175 167 159 151 145 35860 LOT 22 ?y 3 913 W' W Z o M TRACT C ' O O m MI .Pr •-` N o z W LOT 24 LOT 25 W L01 26 W LOT 27 W' LOT 28 W LOT 29 LOT 30 N - • Z. N in N N in 4 - ry � o LOT 23 z 35914 z z z c z z Z z l 3921 I55.53' 26.00' 26.00' S6 SO' p. {� R/��{ N 8 0 0 7'' l 1" � ��j/ }*may' 71 • ... � 5 s ni aaom•ri" vi <ce cv • �'°.... .../ i a./� .,,r•r IT'{S , IF