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01-103406-UP; 01-103407-SECITY OF FEDERAL WAY NOTICE OF LAND USE APPLICATION AND ANTICIPATED DETERMINATION OF NONSIGNIFICANCE Project Name: U-Haul Self -Storage and Truck Rental Facility Project Description: U-Haul is proposing to construct a 65,000 square foot mini -storage and truck rental facility on an 8.27 acre site. The entire project, with the exception of a sewer main, will be located on the eastern 4.3 acres of the site. The western 3.98 acres are in a permanent easement for the Kitts Corner Regional Stormwater . The project includes a 12-foot right-of-way dedication and Detention Facility frontage improvements along Pacific Highway South (SR 99) and a 30-foot right-of-way dedication for the construction of South 341' Street from SR 99 to the west. Vehicular access to the site will be from South 341" Street. Applicant: Don Hill of Triad Associates for U-Haul International, Phoenix, Arizona Project Location: 34011 Pacific Highway South West of the intersection of Pacific Hwy S and Enchanted Pkwy/SR 161 Date Application Received: August 29, 200I Date Determined Complete: September 20, 2001 Date of Notice afApplication: September 26, 2001 Permits Required by this Application: Process III and Process IV Hearing'Examiner's Decision: File No. 0 1- 103406-00-UP Environmental Review: File No. 0 1- 103 407-00-SE Other Permits Known at This Time and not Included in This Application: Right -of -Way Permit Relevant Environmental Documents are Available at the Address Below: X Yes _ No Development Regulations to be U d for Project Mitigation, Known at This Time: FWCC Chapter 22, Zoning FWCC Chapter 18, Environmental Protection FWCC Chapter 21, Surface & Stormwater Management Anticipated Environmental Determination: Based upon review of a completed environmental checklist and other information on file with the city, it is Iikely that the City of Federal Way will determine that the project will not have a probable significant adverse impact on the environment. It is likely that an environmental impact statement (EIS) will not be required under RCW 43.2 1 C.030(2)(c). The city anticipates that a Determination of Nonsignificance (DNS) will be issued for the proposed project_ The optional DNS process of NOA & Anticipated DNS U-Haul Self -Storage and Truck Rental Facility Page 2 01-103406-00-UP WAC 197-11-355 is being used. The proposal may include mitigation measures under applicable codes, and the project review process may incorporate or require mitigation measures regardless of whether an EIS is prepared. A copy of the subsequent threshold determination for the specific proposal may be obtained upon request (in addition, the lead agency may choose to maintain a general mailing; list for threshold determination distribution). Integrated Comment Period: Consistent with the provisions of WAC 197-11-355, a single integrated comment period will be utilized to obtain comments on the Notice of Application and Anticipated Environmental Determination. This may be the only opportunity to comment on the environmental impacts of the proposal. Any person may submit written comments on the environmental impacts of the proposal to the Director of Community Development Services by 5:00 p.m. on October 10, 2001. Any interested party may appeal the environmental threshold determination. Details of appeal procedures for the requested environmental decision will be included with the written decision. Issuance of Final Environmental Determination If timely comments do not identify probable significant adverse impacts that were not considered by the Anticipated Environmental Determination, the DNS will be issued without a second comment period. A copy the DNS may be obtained upon request. Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency Des gn Manual and Road Standards, licable codes and regulations, includingthe Federal Way City code and King County Surface Water The o! l icial file is available for public review at the Department of Community Development Services, 33530 First Way South, PO Box 9718, Federal Way, WA 98063-9718. City Contacts: Art Pederson or Contract Associate Planner Madrona Planning & Development Services Phone: 206.297.2106 Greg Fewins CDS Deputy Director City of Federal Way Phone: 253.661.4108 D,c .-t ID 916432 1 Vj SITE 0 S 34877-1 ST. W ci Z FEDERAL WA Y VICINITY MAP NOT TO SCALE T 9 (MACRONA) OF FFDE:FW-WAY P,AWAY MA 713 Current Resident 33901 Pacific Hwy S Federal Way, WA 98003 20216Lt- gDDq r.I -, -. . Pt_I- .AL v, AY WA 98063-9718 25 5EP -- ip t h. - _ 1 OV7 terrrtr.........—"' — CITY OF FEDERAL WAY PO BOX 9718 FEDERAL WAY WA 98063-9718 1 i rTv� -a TO SENDER � m� �I �Y �:•� ;-E JLP.AL WAY ,zD:-F'AL WAY WA 98063-9718 Current Resident 34010 Pacific Hwy S Federal Way, WA 98003 262/0Ll - 9080 �.��w•�:��.��'��1�¢ 11�«,lI„�.,Il�1YL11�111,11I.1,:i�_,l1��,11„111�1,111 Current Resident 34004 16Tb Ave S Federal Way, WA 98003 39o-3$o—Too IIJ.,JIJdI,t,lll l i l 111j 111,11 if 11#41[111111111 r1 Current Resident 34004 9Th Ave S Federal Way, WA 98003 %2-1p4t6 - v1/a �i�11,1„1,1i,1,11i1,111i,1�111i„�111111111i1i;1111 AL VVAt WA 98063-9718 sER .0 Si NDER SAL WAY WA 98063-9718 C: H , 10 IS, ENJE-?._., ... ,RONA) EDERAL WAY 718 WAY WA 98063-9718 Current Resident 9Th Ave S Federal Way, WA cl 2Co48- D - DD9D 1�I�fllfllfl�lYl1FJYY1lI11�1lIl�7 tf14!l-1�1tlillillfl I ?30\ y r Current Resident 34020 Pacific Hwy S Federal Way, WA 98003 21Z1Dz�-9'b.5b 1111111111411111f11111114111111afl111i1ii�1lif1Ff1 Current Resident 34100 Pacific Hwy S Federal Way, WA 98003 1o21D4-9041 '�V. i ?� C2 �N t• i fvl E R 9718 .L WAY WA 98063-9713 a:ivlutr. :DNA) FERAL WAY 8 FAY WA 98G63-97 I Fj Current Resident 34051 Pacific Hwy S Federal Way, WA 99003 202-10 q - q o-T2- Current Resident 34201 Pacific Hwy S Federal Way, WA 98003 202"10Lf — 9052— P� Lp 27 Fc? 0 f7l , U C" i UMBrp, r URN TO SENDER 11 Idl I till] still 1111111. ADRONA) FEDERAL WAY 9718 1L WPI%"JVA 98063— Current Resident 34020 Pacific Hwy S Federal Way, WA 98003 16 2 10q - 7/2--0 E UCH` CITY OFfIr.- J=F9)0� CITY HALL 33530 1 st Way South (253) 661-4000 PO Box 9718 Federal Way, WA 98063-9718 ENVIRONMENTAL DETERMINATION OF NONSIGNIFICANCE U-HAUL SELF -STORAGE AND TRUCK RENTAL FACILITY Federal Way File No. 01-103407-00-SE Description of Proposal: Construct a 65,000 square foot mini -storage and truck rental facility on an 8.27 acre site. The entire project, with the exception of a sewer main, will be located on the eastern 4.3 acres of the site. The western 3.98 acres of the site are in a permanent easement for the Kitts Corner Regional Stormwater Detention Facility (KCRSDF). The project proposal calls for an intrusion into the 100-foot wetland buffer of the KCRSDF to construct sanitary and stormwater sewer lines. Vehicular access to the property will be from South 34l't Street. Process III Directors Approval is required for the project proposal. Process IV Hearing Examiners Approval is required for the proposed wetland buffer intrusion and modification. Proponent: Donald J. Hill (for U-Haul International, Phoenix, Arizona) Triad Associates 11814 115' Avenue NE Kirkland, WA 98034 Location: 34001 Pacific Highway South Lead Agency: City of Federal Way City Contacts: Art Pederson, Contract Associate Planner, 206-297-2106 Greg Fewins, CDS Deputy Director, 253-661-4108 The Responsible Official of the City of Federal Way hereby makes the following decisions based upon review of the environmental checklist, the Federal Way Comprehensive Plan; the Final Staff Evaluation (incorporated herein by reference as though set forth in full); and, other municipal policies, plans, rules, and regulations designated as a basis for exercise of substantive authority under the Washington State Environmental Policy Act Rules pursuant to the Revised Code of Washington (RCW) 43.21C.060. The lead agency for this proposal has determined that the proposed action does not have probable significant adverse impact on the environment, and an Environmental Impact Statement (EIS) is not required under RCW 43.2 1 C.032(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under the Washington Administrative Code (WAC) 197-11-355. Consistent with the provisions of this section, a single integrated comment period was utilized to obtain comments on the Notice of Application and Anticipated Environmental Determination. The 14-day integrated comment period for this proposal ended October 10, 2001. The legally mandated 14-day appeal period follows the date of issuance of this DNS and ends December 5, 2001. Any person aggrieved of the City's final determination may file an appeal with the City within 14 days of the issuance of this decision. Responsible Official: Kathy McClung Position/Title: Director of Community Development Services Address: 33530 First Way South, PO Box 9718, Federal Way, WA 98063-9718 Date Issued: November 21 2001 . Signature: Ny L:i_A� Doc ID #17140 A�kCITY OF Federal August 17, 2004 Jim Trueblood B & T Design & Engineering Inc. 175 1" Place NW, Suite B Issaquah, WA 98027 y1` 1 CITY HALL FILE Way 33530 1st Way South • PO Box 9718 Federal Way, WA 98063-9718 (253)661-4000 www.cityoffederalway.com RE: File No. 04-102841-00-CO; FEDERAL WAY STORAGE BUILDING "A" 34001 Pacific Highway South — Planning Division Review Dear Mr. Trueblood: The Planning Division has reviewed the building permit application for the above referenced project. The following items must be addressed prior to issuance of the building permit. 1. Identify how the proposal complies with the condition of the May 24, 2002, Process III approval regarding delineation and designation of truck rental display parking spaces. 2. The pedestrian walkway across the parking lot identified on plan sheet 2.2 must also be identified on plan sheet C5. 3. Provide a detail and specification of the proposed "stamped asphalt" pedestrian crossing, as identified on sheet 2.2. 4. The proposed three-foot deep canopy on the southeast corner of Building "A" may be located within the 50-foot front yard setback area. Please provide a detail that shows the setback distance to the property line from the proposed canopy. If the setback is less than 50 feet, then revise the plan to meet the setback requirement. Pursuant to Federal Way City Cade Section 22-1133, a maximum 18-inch intrusion into required yards is permitted for this type of canopy feature. 5. The trash enclosure building is proposed within the 50-foot front yard setback area. Revise the location of the enclosure, to an area outside a required yard. 6. Provide a detail of the trash enclosure, including material, color, and gate details. Sheet 2.2 references sheet 5.4 for details; however, the detail is not on the sheet. 7. The landscape planter along the front (Pacific Highway frontage) is required to be a minimum of ten feet wide. The proposed plan shows an eight -foot wide planter. The three-foot utility strip in the public right-of-way does not count as part of the required ten -foot on -site landscape width. 8. The elevations and corresponding footprint submitted on August 10, 2004, largely comply with the elevations approved under the Process III design review approval under City File 01-103406-UP. However, the elevations approved under File 01-103406-UP include a variation of two colors/textures on the primary building walls. The elevations must be revised to comply with the approved elevations and must include the referenced material/color variations. Provide a color board that shows all of the proposed exterior building colors. 10. Are there any rooftop mechanical units? All rooftop units must be screened from public view. Mr. Trueblool August 17, 2W4.1 Page 2 11. In order to meet the intent of the Type II and III landscape requirements of FWCC, all the perimeter landscape areas along the north, south, and east side must include additional shrubs between all trees. Shrubs a minimum of 18 — 24 inches tall shall be planted a maximum of 3 —5 feet on center depending on the species, and distributed throughout the full width of the planter areas. 12. Pursuant to FWCC Section 22-1567(e), either a three-foot tall berm or substantial shrub planting shall be provided between public right-of-ways and parking stalls. 13. In order to meet the intent of the Type 1I, III, and IV landscape requirements of FWCC, all the perimeter landscape areas and parking lot landscape islands must include groundcover throughout the entire planter areas, under and between all trees and shrubs. Groundcover shall be planted in a triangular pattern a maximum of 18 — 30 inches on center depending on the species. The landscape plan shall be revised to include groundcover throughout, and include the following statement: "Groundcover planting is intended to provide 100 percent coverage of the planter bed within three years of planting." 14. The landscape plan must provide calculations for meeting the interior parking lot landscape area. Specifically, modify the landscape plan to show how the parking lot landscape area provides at least 20 square feet of parking lot landscaping per parking stall. Perimeter landscape areas do not count as interior parking lot landscape area. 15. Trees, shrubs, and groundcover must be provided in the perimeter landscape area in front (north) of stalls number 11 and 12. 16. The proposed planting plan for the wetland buffer restoration must be reviewed by your wetland biologist, AESI, and AESI must provide a letter that the plant species are appropriate for wetland buffer restoration. Alternatively, you may use the 10/01 wetland buffer restoration plan previously prepared by AESI and approved by the City in conjunction with review of the wetland buffer intrusion under File No. 01-103406-UP. 17. Bonding of the wetland buffer restoration is required. Provide a bond quantities worksheet for implementing the wetland buffer impact restoration. This bonding and associated documentation must be completed prior to issuance of the building permit. 18. Bonding of the wetland monitoring is required. Provide a bond quantities worksheet for the five-year wetland buffer restoration monitoring. This worksheet shall include a proposal from AESI Inc. for implementing the wetland'buffer restoration monitoring and -contingency as outlined on sheet 2 of the AESI 10/01 wetland buffer restoration plan and corresponding report. This bonding and associated documentation must be completed prior to issuance of the building permit. Please note the other review comments from other divisions will be provided under separate cover. Please resubmit four sets of revised plan and include a resubmittal sheet. If you have any questions regarding these comments, please contact me at 253-661-4019. Sincerely, 3i arris Senior Planner enc: Bond Quantities Worksheet c: Kevin Peterson, Engineering Plans Reviewer Scott Sproul, Plans Reviewer 04-102841 Doc I.D. 28601 ENVIRONMENTAL DETERMINATION OF NONSIGNIFICANCE U-HAUL SELF -STORAGE AND TRUCK RENTAL FACILITY Federal Way File No. 01-103407-00-SE Description of Proposal: Construct a 65,000 square foot mini -storage and truck rental facility on an 8.27 acre site. The entire project, with the exception of a sewer main, will be located on the eastern 4.3 acres of the site. The western 3.98 acres of the site are in a permanent easement for the Kitts Comer Regional Stormwater Detention Facility (KCRSDF). The project proposal calls for an intrusion into the 100-foot wetland buffer of the KCRSDF to construct sanitary and stormwater sewer lines. Vehicular access to the property will be from South 341 st Street. Process III Directors Approval is required for the project proposal. Process IV Hearing Examiners Approval is required for the proposed wetland buffer intrusion and modification. Proponent: Donald J. Hill (for U-Haul International, Phoenix, Arizona) Triad Associates 11814 115' Avenue NE Kirkland, WA 98034 Location: 34001 Pacific Highway South Lead Agency: City of Federal Way City Contacts: Art Pederson, Contract Associate Planner, 206-297-2106 Greg Fewins, CDS Deputy Director, 253-661-4108 The Responsible Official of the City of Federal Way hereby makes the following decisions based upon review of the environmental checklist, the Federal Way Comprehensive Plan; the Final Staff Evaluation (incorporated herein by reference as though set forth in full); and, other municipal policies, plans, rules, and regulations designated as a basis for exercise of substantive authority under the Washington State Environmental Policy Act Rules pursuant to the Revised Code of Washington (RCW) 43.21C.060. The lead agency for this proposal has determined that the proposed action does not have probable significant adverse impact on the environment, and an Environmental Impact Statement (EIS) is not required under RCW 43.21 C.032(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under the Washington Administrative Code (WAC) 197-11-355. Consistent with the provisions of this section, a single integrated comment period was utilized to obtain comments on the Notice of Application and Anticipated Environmental Determination. The 14-day integrated comment period for this proposal ended October 10, 2001. The legally mandated 14-day appeal period follows the date of issuance of this DNS and ends December 5, 2001. Any person aggrieved of the City's final determination may file an appeal with the City within 14 days of the issuance of this decision. Responsible Official: Kathy McClung Position/Title: Director of Community Development Services Address: 33530 First Way South, PO Box 9718, Federal Way, WA 98063-9718 Date Issued: November 21 2001 Signature: Doc ID N 17140 May 28, 2002 Mr. Don Hill, P.E. Triad Associates 11814 115t' Avenue NE Kirkland, WA 98034-6923 Re: Process III Conditional Approval — U-Haul Mini Storage & Truck Rental Facility File No. 01-103406-00-UP (Related File No. 01-103407-00-SE) Dear Mr. Hill: The City has completed the administrative review of the above referenced application to construct a 65,000 square foot mini -storage and truck rental facility on the easterly 4.3 acres of an 8.27 acre site located at 34001 Pacific Highway South. The Process III application is hereby conditionally approved, subject to the below condition. CONDITION OF PROCESS III APPROVAL 1. Prior to issuance of a construction permit, the proposed truck rental display parking areas must be indicated on the site plan and a method to designate these spaces permanently as truck display parking must be shown. Prior to issuance of a Certificate of Occupancy, the truck rental display parking areas must be marked in a permanent manner approved by the Community Development Department. The proposed intrusions into the 100-foot wetland buffer for the purposes of installing a sewer connection to an existing Lakehaven Utility District sewer main that runs north to south through the buffer and a storm drainage line with an outfall in the Kitts Corner Regional Detention Facility are subject to Process W, Hearing Examiner decision (Federal Way City Code [FWCC] Section 22-1312[c]). A public hearing will be held before the Federal Way Hearing Examiner related to the proposed wetland buffer intrusion. Prior to issuance of a construction permit, the decision of the Federal Way Hearing Examiner related to the proposed wetland buffer intrusion must be final. If the proposed buffer intrusion is not approved, the applicant must revise the site plan consistent with the Hearing Examiner's decision, for review and approval by the Department of Community Development prior to the issuance of a construction permit. No action can be taken based on this Process III decision until the decision of the Hearing Examiner on the wetland buffer intrusion becomes final. Mr. Don Hill Page 2 May 28, 2002 SEPA PROCESS Consistent with the SEPA Rules (WAC 197-11-355), combined Notice of Process III Land Use Application and Notice of Anticipated Environmental Determination of Nonsignificance inviting public comments was published in the Federal Way Mirror on September 26, 2001. The Notice indicated that a Determination of Nonsignificance (DNS) was likely to be issued for the proposal (File No. 0 1 -103407- 00-SE). A is -day comment period followed the Notice of Anticipated Environmental Determination of Nonsignificance. The comment period ended on October 10, 2001. The City received no comments. The DNS was issued on November 21, 2001. A 14-day appeal period appeal period followed this issuance and expired on December 5, 2001. No appeals were filed. OTHER AGENCY PERMITS The applicant is responsible for identifying and obtaining all required state, federal, or other agency permits, as may be required. PROCESS III DECISION AND APPEAL PROCESS The decision and appeal procedures described herein are consistent with FWCC Chapter 22, Article VI. This decision is based on the enclosed Findings and Conclusions for Process III Approval, File No. 01- 103406-00-UP, and in accordance with decision criteria listed at FWCC Section 22-395(b). The date of issuance of this decision is May 31, 2002 (date of mailing plus three days). Pursuant to FWCC Section 22-397, any person who receives a copy of this decision may appeal the decision within 14 days of the date of issuance of the decision. The decision may be appealed in the form of a letter delivered to the Department of Community Development Services by June 14, 2002, at the following address: Department of Community Development Services 33530 First Way South PO Box 9718 Federal Way, WA 98063-9718. An appeal letter must contain a clear reference to the matter being appealed and a statement of the factual findings and conclusions of the Director of Community Development Services disputed by the person filing the appeal, and must include the appeal fee. Any additional requirements of FWCC Section 22-397 must also be followed. Unless modified or appealed, this administrative decision will be valid for a period of one year from the effective date. If no further action is taken within one year of date of issuance, this decision will expire. A single six-month extension may be granted if a written request is submitted to the Department of Community Development at least 30 days prior to the expiration of this decision. File #01-103406-00-UP Doe I.D. 19130 Mr. Don Hill Page 3 May 28, 2002 Please note that because the Hearing Examiner has yet to rule on the proposed Wetland Buffer Intrusion and consistent with the herein conditional approval, no work on the project can occur until the decision of the Hearing Examiner becomes final and a construction permit is issued. This decision shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. If you have any questions regarding this decision, please call David Graves, Contract Senior Planner, at 206-297-2106, or Greg Fewins, Deputy Director, at 253-661-4108. Sincerely, Kathy McClung, Director Community Development Services enc: Findings and Conclusions for Process III Approval, File No. 01-103406-00-UP c: David Graves, Contract Senior Planner Greg Fewins, Deputy Director File File#01-103406-00-UP Doc. I.D.19130 CITY OF Federal Way August 13, 2004 Barbara Staake, P.E. Triad Associates 11814 115"' Avenue NE Kirkland, WA 98034 CITY HALL 33530 1 st Way South • PO Box 9718 Federal Way, WA 98063-9718 (253) 661-4000 www.cityollederalway.com Re: Permit #04-102841-000-00-CO; FEDERAL WAY STORAGE BUILDING A 34001 Pacific Highway S Dear Ms. Staake: The Public Works Development Services Division has reviewed the civil engineering plans for the above - referenced project. The following items must be addressed, prior to permit issuance: All (Applicable) Sheets: 1) Add the City Permit Number (04-102841-000-00-0,0) in the space provided within the City Approval Block. 2) Add the word "Future" to all buildings that are not part of this permit application. Sheet C2: 1) Additional measures, delineating the clearing limits within the wetland buffer, are required per Section D.4.1. of the 1998 King County Surface Water Design Manual (KCSWDM):. Provide additional detail of these measures. 2) All existing utility poles must be removed, due to the under -grounding requirements along the street frontage. Sheet C5: 1) Revise the driveway width to 30-feet. (Maximum for a commercial, two-lane driveway). 2) Reference all cross -sections to the appropriate sheets. 3) Catch basin #8 must be fitted with a round, solid locking lid, as it lies within the landscaped parking strip: - 4) Show, or address, how the StonnFilter vault can be accessed for future maintenance. Sheet C6: 1) Reference Section D-D to the appropriate detail sheet. 2) CB 1 is indicated to be a Type I-48" (assumed to be a Type II-48"). Barbara Staake, P.E. Triad Associates Re: Permit #04-102841-000-00-CO; FEDERAL WA YSTORAGE BUILDING A Page 2 Sheet C7, C8, C9, and C10: 1) Add the City Approval Block, with Permit #, to lower right-hand corner. Sheet C 11: 1) Revise Section A -A pavement/subgrade thicknesses as red -lined on the sheet. 2) Revise Section B-B subgrade base course thickness as red -lined on the sheet. 3) Provide additional detail on the rock protection around the overflow structure. 4) Provide City Standard Drawing 3-12, or indicate on the street cross -sections, the required thicknesses for the concrete sidewalk (4" concrete over 2" CSTC). Sheet C 14: 1) In Resource Stream Protection areas, where the StormFilter Product provides sole water quality treatment, CSF Leaf Media is required. Please revise the detail to indicate this. Landscape Plan(s): 1) All Street trees in the planter strip must be 21/2" caliper. 2) No trees are allowed to be planted within the storm drainage easement, nor should they be planted over the storm lines as indicated. Revise as necessary. 3) Sod must be shown to be installed between the street trees, within the street planter strips. 4) The Washington Thorn indicated for planting along S 340th Street are not listed as pre -approved on the City's street -tree' species list. Please refer to City Detail 3-48 for approved street tree options. 5) Street tree planting detail 3-29 should be included. General: 1) The street -lighting plan must include required streetlights on Pacific Highway South. (The City's Traffic division may be providing additional comments regarding the street lighting, signalization, and /or channelization plans, as well as any comments forthcoming from WSDOT. Those comments will be provided under separate cover.) 2) Provide appropriate City Standard Street lighting details. 3) Provide Bond Quantities for all civil -related site and street frontage construction. Include all applicable streetlights, service cabinets, and traffic signal elements. 4) Provide O and M manual for all storm drainage elements, and specific requirements for the StormFilter vault. Include a signed copy of StormWater Management, Inc. maintenance agreement, as available. 1 Barbara Staake, P.E. Triad Associates Re: Permil #04-102841-000-00-CO; FEDERAL WAYSTORAGE BUILDINGA Page 3 _ Please address the above comments, as well as any additional red -line comments provided on the plans and in the enclosed Review Checklists. Also enclosed, please find Information Sheets for Performance/Maintenance Bond and Assignment of Funds in Lieu of Bond, and Statutory Warranty Deed Worksheet. Please complete the appropriate sheet for the anticipated method of bonding for improvements, as well as completing the Statutory Warranty Deed worksheet for the dedication of street right-of-way, and return to the City for processing. Please re -submit three (3) copies of the revised plans. If you have any questions, please call me at (253) 835-2734. Sincerely, Kevin Peterson Engineering Plans Reviewer KP:dl enclosures cc: Jim Harris, Senior Planner Project File/KP Day File 1:\csdc\docs\save\22333903045.doc f ........... — - - V � ++ /fC �- rr k% �r� h�� 9t G..r,{ 5-crrt ,'j, Vt*— ny.i ri.y �. G �rr �} ar�•.,,.-.� r+i Gic+'1 $'r`•t (.-� �' — 5cz �/'' � � �� cat �}�•� ��. � L, S-= —� �, �c � ft i ''"'"` c ►+`ice i t l�-� � L, � i � i �'� GJ G•..r.� �� r c v�L �v i�"� (i�� L° � L� i�.� l ar- u LL A pp�{ C'S + P��' i ��o� ��•PrUv.1, ;�.��,�� w, CITY OF 7-Federal Way yam DEPAR J"i}IENT OF COMMUNITY DEVELOPMENT SERVICES 33530 First Way South PO Box 9718 i+ Federal Way WA 98063-9718 253-661-4000; Fax 253-661-4 i 29 —viu.c-Offederahvay--cotn RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. Original Tracking Number: Project Name: 66,06 (� �,_j�- . s C Project Address: -�J to" I F-^ e Jf I-1— w - f, e! o U -r14 RESUBMITTAL ITEMS '—�� I,� ems✓ �S 1 Contact Person: U"% Phone: 'tom Resubmittal Requested by:{ S Date: IZ o UFFICE'USE ONLY r�rt§"?"_� ._-,� =.r r �•.: �: DistrilJuted to: Lam. Date: Bulletin # 129 — January 17, 2003 Page 1 of I kAHandouts — Revised\Resubmittal Information B & T DESIGN & ENGINEERING, INC. P.O. BOX 595 ISSAQUAH. WA 98027 (425) 557-0779 • (425) 557-0765 (FAX) L E T T E R O F TO: WE ARE SENDING YOU the following: .14 ❑ Shop drawings APrints ❑ Copy of letter ❑ Disks COPIES ' DATE I NO. 15 RECEIVE[) JUL 2 7 2004 OIT�Yt�OP FeQ�PAI wA T R A N S M P arp� DATE: JOB NO.: o o ATTN: -' RE: A. y ❑ Plans M A THESE ARE TRANSMITTED as checked below: ❑ For approval ' <As requested XFor your use ❑ For permit submittal REMARKS: ❑ Calculations ❑ Originals DESCRIPTION ❑ For review and comment ❑— COPY TO: } I t SIGNED: --1 11, ":�� fff B & T DESIGN & ENGINEERING, INC. & P.O. BOX 595 ■ ISSAQUAH, WA 98027 (425) 557-0779 - (425) 557-0765 (FAX) City of Federal Way Community Development Services Department 33530 1't Way South Federal Way, Washington 98063-9718 Attention: Jim Harris, Senior Planner Re: FEDERAL WAY A -STORAGE, BUILDING "A" PROJECT. [PERMIT APPLICATION 04-102841, DATED 7/19/041 RECEIVED JUL 2 7 2004 '770F FEDERAL WAY July %p 40EPT. Dear Mr. Harris, As discussed on Friday, July 23'd we are forwarding the updated building elevations within compliance to the Process III and IV Land Use requirements. Roger Hebert has made arrangements with Greg Fewins, Director of Community Development Services to forward the building color schemes within the next few weeks for City of Federal Way approvals. Please call if you have any further questions regarding the information stated in this letter or comments the updated building elevations submitted today. Sincerely, Jim Trueblood, Vice President Cc: Jimmy Kossert, Owner Roger Hebert, General Contractor Don Hill, P.E., Triad Associates From: Greg Fewins To: Jim Harris Date: 7/27/2004 8:15 AM Subject: Re: Wrights Storage Project You are right, that was a bit over exaggerated. What I should have said was they need to get the colors worked out before they get a building permit, process 3 modification for minor changes or new process 3 approval if the changes are deemed major. In any event, they don't want to address colors until they have the elevation details worked out. Greg >>> Jim Harris 7/27/2004 7:50:22 AM >>> I don't understand your comment about getting process III approval. Are they applying for another Process III modification? >>> Greg Fewins 07/26 11:31 AM >>> Roger Hebert called to say they don't yet have a color scheme for the buildings. They want to get the elevations worked out first and then work with us on colors. I told Roger to have their architect write that explanation up in a transmittal letter to the revised elevations that are supposed to be coming Tuesday. Roger also knows they will not get process 3 approval until colors are worked out. Greg 07-21-2004 11.02AM FROM-B&T DESIGN +4255570765 ,,,1 -1 --B & T DESIGN & ENGINEERING, INC. P.O. BOX 595 a ISSAQUAH, WA 98027 (425) 557-0779 • (425) 557-0765 (FAX) T 01,1 P.002/002 F-919 City of Federal Way Community Development Services Department July 21,2004 33530 V' Way South Federal Way, Washington 98063-9718 Attention: Jim Harris, Planning Department Re: FEDERAL WAY A -STORAGE, BUILDING "A" PROJECT. [PERMIT APPLICATION 04-102841, DATED 7/19/041 Dear Mr. Harris, This letter is is to confirm our accepted submittal date of Monday, 7/19/04, This submittal date precedes the Process III and TV Land Use deadline of July 23, 2004. Based on this building department submittal of `Building A' and the site civil and landscape for the complete project site it is our understanding'that those approvals will remain in effect for the Federal Way A -Storage project. Please call if you have any further questions regarding the information stated in this letter. Sincerely, '__—Jim Trueblood, Vice President Cc: Jimmy Kossert, Owner Roger Hebert, General Contractor Don Hill, P.E., Triad Associates Jeff Johnson, Development Specialist, City of Federal Way Federal Way DATE: July 8, 2004 TO: Jane Gamble j,c FROM: Kevin Peterson SUBJECT: U-HAUL FACILITY - (04-102454-00-AD) 34001 PACIFIC HWY S MEMORANDUM Public Works Department Public Works Development Services has reviewed the proposed modification to the previously approved land use site plan, and have no comment. June 17, 2004 �gl��it1NI�YA CEIVEo sy Jim Harris E.oPMEIVr DEPARTMENT City of Federal Way 33530 First Way South JUN 2 2004 PO Box 9718 Federal Way, WA 98063-9718 RE: Mini Storage & Truck Rental Facility File No. 01-103406-00-UP & 01-103407-00-SE Triad Job No. 04-113 Dear Jim: TRLAD ASSOCIATES 1 IS 14 115th Avenue NE Kirkland, WA 98034-6923 4Z5.821.8448 425 821 3481 Fax 800 488 0756 toll Free www triadassoc com On behalf of our client, Jimmy Kossert, we hereby request a modification to the above referenced Process III Conditional Approval. The Process III Conditional Approval, dated May 24, 2002, permitted the construction of a 65,000 square foot mini -storage and truck rental facility on this 8.27-acre site, located at 34001 Pacific Highway South. Based the previous meeting you had with Don Hill (of Triad Associates), Jimmy Kossert and Roger Hebert we understand from you that the July 23, 2002 Hearing Examiner approval date for the wetland/stream buffer intrusion will be utilized as the expiration date for both of the above referenced permit approvals. According to the Process III Conditional Approval, the development consists of a main building (Building A) with an office/commercial store front for truck rental and interior self storage units fronting on Pacific Highway; together with five buildings (Buildings B, C, D------ and E) with individually accessed self -storage units, a covered recreation vehicle (RV) and boat storage area, a display area for rental trucks, and associated parking for the entire development. The City of Federal Way issued an Environmental Determination of Nonsignificance for the project on November 21, 2001. Please find enclosed the revised site plan for your review. The proposed modifications are as follows: The driveway entrance has been relocated approximately 70 feet to the east. The driveway will still be located on South 340"' Street and will be located at least 150 feet from the street intersection with Pacific Highway South (as required in Public Works Development Standards Section 3.2.13.C.2.). The purpose of the driveway relocation is to allow improved security of the buildings by relocating the northerly security gate within the interior of the parking lot. ■ The width of the portion of Building A, located west of the covered loading area, has increased by 2 feet (from 40' wide to 42' wide) adding approximately 300 square feet of storage area to the structure. As a result, the width of the covered loading area decreased from 30' wide to 28' wide. ■ Building B increased by 5 feet (from 21' wide to 26' wide) adding approximately 1,605 square feet. When added to the increase in Building A, noted above, the total increase is only 1,905 square feet. • Building C shifted to the east by approximately 12 feet. The parking stalls previously proposed for rental truck parking located adjacent to and on the east side of Building C have been removed. ■ A perimeter security fence has been added and the two internal security gates have been relocated to provide improved security to the facility. As a result, one parking stall was lost along the north property line to allow adequate area for the proposed security gate to open and close. It is our understanding that the proposed modification will be reviewed pursuant to section 8. Modification Requests of the Federal Way Development Review Committee Administrative Guidelines, dated April 1, 1996. We have reviewed the Administrative Guidelines and believe that the proposed changes to the site plan represent a minor modification to the Process III Conditional Approval. Please note that we are proposing no changes to the Process IV approval. Please review the proposed modification and respond with the necessary approval as soon as possible. As noted above, the Process III approval expires on July 23. We are currently in the process of revising construction and building plans to account for the proposed changes and would appreciate a timely response to the modification request so that we can apply for the permits by the July 23rd deadline. Please call if you have any questions. Sincerely, T AD ASSOCIATES J .. ff Morgan Project Planner Enclosure C: Jimmy Kossert Jim Trueblood 07/08/2004 11:00 FAX 2536614129 CITY FEDERALWAY Q001 TRANSMISSION OK TX/RX NO CONNECTION TEL SUBADDRESS CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT OTT OF �d�ra1 Way DATE: July 6, 2004 TO: Jane gamble TX REPORTxc* 4729 914258213481 07/08 10:59 00,19 1 OK FROM: Sarady Long c_� SUBJECT: U-HAUL FACILITY - (04-102454-00-AD) 34001 PACIFIC HWY S MEMORANDUM Public Works Department Public Works Traffic Division has reviewed the materials submitted for the above -referenced project, and has following comments: 1. The final alignment for the 13th Ave S (north/south) connecting S 336111 Street and S 3401� Street has not been determined, Therefore, the proposed driveway location as shown an the site plan is acceptable. Please note, at such time 13t' Ave S street extension is completed, westbound left into the site could be restricted. 2. The applicant's traffic engineer needs to submit a Vehicle Turning Diagram to the Public Works Traffic Division. This diagram will show haw the appropriate design vehicle (Bus, Garbage Truck, and WB- 62) can enter the site, maneuver within the site, and leaving the site without encroaching in opposing lanes of traffic in public street and mounting the curb. L:\CSDC\Docs\sAvE\19319756025.DOC .lane Gamble - JH-0708AI1-102454.doc - - --- --- - --- --- Page LAKEHAVEN UTILITY DISTRICT 316271st Avenue South ♦ P. O. Box 4249 ♦ Federal Way, WA 98063 COMMUNITY DEVELOPMENT REVIEW COMMITTEE FOR THE CITY OF FEDERAL WAY AGENDA OF: DULY 8, 2004 (JH) SUBJECT: Agenda Item No. 1 - U-Haul Facility 04-10254-00-AD MAJOR ISSUES: The Districts previous comments of September 13, 2001 still apply ( copy attached). V. Lakehaven Utility District (Brian I. Asbury, 253-946-5407, basbury@lakehaven.org) Water Issues: 1. Covered in September 13, 2001 letter. Sewer Issues: 2 . Covered in September 13, 2001 letter - General Comments: 3. The previous developer extension agreement was terminated November 12, 2003. A new application is required 4. The District's Capital Facilities Charges are calculated on the basis of Equivalent Residential Units (ERU). Residential equivalency will be estimated based on anticipated water use. A minimum of one (1) full ERU will be assessed. Owner will be required to provide water consumption information from a similar facility or a reliable estimate of the anticipated water use. Actual water consumption will be monitored and additional charges may be assessed within five years of original connection. The District's current Capital Facilities Charges are $3,212/ERU for water and $2,702/ERU for sewer. Jane Ga AP-0913Af5-103406.doc - - Page 1 AGENDA OF: ATTN: SUBJECT: COMMENTS: LAKEHAVEN UTILITY DISTRICT 316271st Avenue South ♦ P. O. Box 4249 ♦ Federal Way, WA 98063 COMMUNITY DEVELOPMENT TECHNICAL REVIEW COMMITTEE September 13, 2001 Mr. Art Pederson Contract Planner (Madrona) Agenda Item No. 5 - U Haul Self Storage/Rental Facility 01-103406-00 (UP4)IOI-103407-00 (SEP) A developer extension agreement will be required to extend mainline water and sewer facilities to serve the site. It is recommended that the Owner apply separately to the District for this process as soon as possible to avoid delays in construction. Please allow 3 to 4 months for plan review and approval. The proposed sewer main appears to be too close to the proposed southerly structure. SEPA: General construction activities for utilities have not been described as required in Section 16.b of the checklist. Proposed sewer construction in the wetland buffer should be specifically addressed in the checklist. The applicable water and sewer utility for this site is Lakehaven Utility District (several references to "Fairhaven" in the checklist). By: Mary E. Young _ Date: Development Services Supervisor Direct Line: (253) 946-5400 FAX: (253) 529-4081 011 Jane Gamble - nuhaulfacil4-doc a e TECHNICAL REVIEW COMMERCIAL Agenda Date: July 8, 2004 Subject: U-Haul Facility/04-102454-AD/J/ Gamble To: Development Review Committee From: Greg Brozek — Federal Way Fire Department WATER SUPPLIES FOR FIRE PROTECTION The required fire flow for this project is _?_ gallons per minute. A Certificate of Water Availability shall be provided indicating the fire flow available at the site. This project will require _?_ fire hydrant(s). Existing fire hydrants on public streets are available for this project. Existing fire hydrants on adjacent properties shall not be considered unless fire apparatus access roads extend between properties and easements are established to prevent obstructions of such roads. When any portion of the facility or building protected is in excess of 150 feet from a water supply on a public street, as measured by an approved route around the exterior of the facility or building, on -site fire hydrants and mains capable of supplying the required fire flow shall be provided. Fire hydrants: 1) Shall be located not more than 300 feet on center. All measurements shall be made as vehicular travel distance. 2) Shall not be located closer than 50 feet to any building. 3) Shall not be obstructed by any structure or vegetation, nor shall the visibility of the fire hydrant be impaired for a distance of 50 feet in the direction of vehicular approach to the fire hydrant. [K.C.F.D. #39 Administrative Policy Guideline No. 1004] Fire hydrant locations are subject to the approval of the Fire Marshal or his/her designee. When exposed to vehicular damage, fire hydrants shall be suitable protected. Fire hydrants shall be in service PRIOR to and during the time of construction. Jarse Gamblhoulfacili�doc -- - - — — - p g e - zcu FIRE APPARATUS ACCESS ROADS Fire apparatus access roads shall be provided when any portion of the facility or any portion of an exterior wall of the first story of the building is located more than 150 feet from fire apparatus access as measured by an approved route around the exterior of the building or facility. EXCEPTION: When buildings are completely protected with an approved automatic fire sprinkler system, these provisions may be modified by the chief. Plans for fire apparatus access roads shall be submitted to the fire department for review and approval prior to construction. Fire apparatus access roads: 1) Shall have an unobstructed width of not less than 20 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches. 2) Shall be designed and maintained to support the imposed load of a 30 ton fire apparatus and shall be provided with a surface so as to provide all-weather driving capabilities. 3) Shall be not less than a 20 foot inside turning radius and not less than a 40 foot outside turning radius. 4) With a dead-end in excess of 150 feet in length shall be provided with a cul-de- sac or Fire Department approved alternative at the dead end. All such cul-de- sacs shall be not less than 80 feet in diameter. 5) Gradient shall not exceed 12 percent. [K.C.F.D. #39 Administrative Policy Guideline No. 1006] Designated fire lanes may be required for emergency access. This may be done during the plans check or after the facility is in operation. When required, approved signs or other approved notices shall be provided and maintained for fire apparatus access roads to identify such roads and prohibit the obstruction by parking and other obstructions. Fire apparatus access road gates shall comply with K.C.F.D. #39 Administrative Policy Guideline No.1003. Fire apparatus access roads shall be installed and made serviceable PRIOR to and during the time of construction. 4 Jane Gambie - zcuhaulfacility.doc _ _ Pa9.°_3. FIRE -EXTINGUISHING SYSTEMS Four (4) sets of plans and specifications for automatic fire -extinguishing systems, standpipes and their appurtenances shall be submitted to the fire department for review and approval prior to installation. Plans shall be drawn to an indicated scale, on sheets of uniform size, with a plan of each floor, and shall show those items listed in Chapter 6 of 1997 Uniform Building Code Volume 3 (UBC Standard 9-1) that pertain to the design of the system. Sprinkler plans shall bear a Washington State Certificate of Competency stamp. An automatic fire sprinkler system shall be installed in all occupancies requiring 2,000 gpm or more fire flow or where the total floor area included within the surrounding exterior walls on all floor levels, including basements, exceeds 10,000 square feet. Area separation walls shall not be considered to separate a building to enable deletion of the required automatic fire -extinguishing system. [Federal Way City Code Chapter 8, Article H, Division 4] The automatic fire -suppression system shall be connected to the fire alarm system (last zone) in all buildings having an automatic fire detection system. The system demand pressure (to the source) required in a hydraulically designed automatic fire sprinkler system shall be at least 10 per cent less than the correlative water supply curve pressure. Fire department connections shall comply with K.C.F.D. 39 Administrative Policy Guideline No.1002. AUTOMATIC FIRE DETECTION SYSTEM An automatic fire detection system shall be installed in all buildings exceeding 3,000 square feet gross floor area. This fire detection system shall be monitored by a central and/or remote station conforming to the current requirements of the National Fire Protection Association standards and/or the fire chief or designee. [Federal Way City Code Chapter 8, Article H, Division 4] Plans and specifications for fire alarm systems shall be submitted to the fire department for review and approval prior to system installation. Plans and specifications shall include, but not be limited to, a floor plan; location of all alarm -initiating and alarm -signaling devices; alarm control and trouble -signaling equipment; annunciation; power connection; battery calculations; conductor type and sizes; voltage drop calculations; and manufacturer, model numbers and listing information for all equipment, devices and materials. Fire alarm systems, automatic fire detectors, emergency voice alarm communication �3 Jane Gamble - zcuhauiiacili doc - Page 4 - - systems and notification devices shall be designed, installed and maintained in accordance with Uniform Fire Code Standards 10-2 and 10-3 and other nationally recognized standards. Systems and components shall be listed and approved for the purpose for which they are installed. A remote fire alarm annunciator panel(s) shall be installed at the following location(s): Fire alarm control panel and remote annunciator panel keys shall be located: In a Supra lock -box to be located PORTABLE FIRE EXTINGUISHERS Portable fire extinguishers shall be installed in accordance with Uniform Fire Code Standard 10-1. HIGH -PILED COMBUSTIBLE STORAGE Buildings containing high -piled combustible storage shall be in accordance with Uniform Fire Code Article 81. In addition to the requirements of Article 81; aerosols shall be in accordance with Uniform Fire Code Article 88, flammable and combustible liquids shall be in accordance with Uniform Fire Code Article 79, and hazardous materials shall be in accordance with Uniform Fire Code Article 80. FIRE DEPARTMENT ACCESS TO BUILDINGS Exterior doors and openings required by the Uniform Fire Code or the Uniform Building Code shall be maintained readily accessible for emergency access by the Fire Department. An approved access walkway leading from fire apparatus access roads to exterior openings required by the Uniform Fire Code and/or the Uniform Building Code shall be provided when required by the Chief. Approved numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall contrast with their background. Numbers shall be a minimum of six (6") inches in height. When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life-saving or firefighting purposes, the 2 Jane Gamble - zcuhaulfaciiity.doc CITY OF .. Federal Way DATE: July 6, 2004 TO: Jane gamble FROM: Sarady Long SUBJECT: U-HAUL FACILITY - (04-102454-00-AD) 34001 PACIFIC HWY S MEMORANDUM Public Works Department Public Works Traffic Division has reviewed the materials submitted for the above -referenced project, and has following comments: 1. The final alignment for the 13th Ave S (north/south) connecting S 336th Street and S 340th Street has not been determined. Therefore, the proposed driveway location as shown on the site plan is acceptable. Please note, at such time 13th Ave S street extension is completed, westbound left into the site could be restricted. 2. The applicant's traffic engineer needs to submit a Vehicle Turning aiagramto the Public Works Traffic Division. This diagram will show how the appropriate design vehicle (Bus, Garbage Truck, and WB- 64 can enter the site, maneuver within the site, and leaving the site without encroaching in opposing lanes of traffic in public street and mounting the curb. L:\CSDC\DOCS\SAV-E\19319756025.DOC CIT Federal Way July 12, 2004 Mr. Jeff Morgan Triad Associates 11814 115`n Avenue NE Kirkland, WA 98034-6923 CITY HALLFILE 33530 1 st Way South • PO Box 9718 Federal Way, WA 98063-9718 (253) 661-4000 www.ci"ffederalway.com RE: File No: 01-103406-000-00-UP; CONDITIONAL APPROVAL FOR USE PROCESS III MODIFICATION; U-Haul Facility, 34001 Pacific Hwy South, Federal Way Dear Mr. Morgan: On June 21, 2004, the City of Federal Way Department of Community Development Services received your request for modification to the approved site plan for the U-Haul Storage Facility, located at 34001 Pacific Highway South. The proposal includes the following modifications: 1. Relocation of driveway entrance approximately 70 feet to the east. 2. Increase width of Building A by two feet (adding 300 square feet). 3. Increase width of Building B by five feet (adding approximately 1,605 square feet). 4. Relocate Building C to east by approximately 12 feet. 5. Addition of a perimeter security fence and relocation of two approved internal security gates. Based on the proposed revision, the City hereby issues Approval to the revised site plan based on the following condition: The proposed eight -foot tall security fence must satisfy Design Guideline requirements and may not be located in required yards. The location and design of the proposed security fence will be verified as part of Building Permit review. Please be aware that a six-foot tali security fence, meeting Design Guidelines, is permitted in required yards. In addition, as a matter of technical information, please refer to the enclosed memorandum: 1. Sarady Long, Traffic Engineer, July 6, 2004, for comments related to the proposed relocation of the driveway entrance. 2. Brain Ashbury, Lakehaven Utility District, July 8, 2004 and September 13, 2001. 3. Greg Brozek, Federal Way Fire District, July 8, 2004. If you have any questions regarding this letter, please feel free to contact Jane Gamble, Associate Planner, at 253-661- 4120. Sincerely, Kathy MCCI ng, Director Community Development Services enc: Approved Site Plan July 6, 2004, memorandum from Sarady Long, Traffic Engineer c: Sarady Long, Traffic Engineer 1 FWCC Section 22-1638(b) (4) states that if utilized, chain -link fences visible from public right-of-way shall utilize vinyl -coated mesh and powder - coated poles. Doc. I.D. 28075 01-103406 CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: June 23, 2004 TO: Public Works, Development Services Manager (2) Scott Sproul, Plans Examiner Mary Young, Lakehaven Utility District Greg Brozek, Federal Way Fire Department FROM: Jim Harris FOR DRC MTG. ON: July 8, 2004- Internal FILE NUMBER(s): 04-102454-00-AD RELATED FILE NOS.: 01-103406-00-UP & 01-103407-00-SE PROJECT NAME: U-HAUL FACILITY PROJECT ADDRESS: 34001 PACIFIC HWY S ZONING DISTRICT: BP PROJECT DESCRIPTION: Request to modify previously -approved land use approval. LAND USE PERMITS: None PROJECT CONTACT: TRIAD ASSOCIATES JEFF MORGAN 11814 115TH AVE NE (425)821-8448 (Work) MATERIALS SUBMITTED: Attached From: Greg Fewins To: Jim Harris Date: 2/18/2004 9:30 AM Subject: Re: U-haul on Pac Hwy Is there a clear written record that Bob W has regarding expiration of the project in July 2004, with no opportunity to extend? >>> Jim Harris 2/18/2004 9:24:35 AM >>> FYI: I met with Bob Wright this morning regarding potential modification of the approved site plan for the U-haul site at 340th and Pac Hwy. I provided Bob with the criteria for major/minor modifications. The UP3 approval expires July 2004, unless a complete building permit application is submitted. Mr. Wright provided me a copy of a recently executed agreement between himself and U-haul, that appears to transmit the existing building, site, civil plans etc to Wright. So, U-Haul is out of the picture. The action that occurred in July of 2003, was that U-haul requested and received a one year extension on the UP3 approval. However U-haul had not yet turned anything over to Wright at that time. Wright is now going to try to develop the project himself. Herbert Construction (who Greg and I previously met with about this project) is no longer involved in the development either. Let me know if you have any questions. Jim Harris Senior Planner, City of Federal Way jim.harris@cityoffederalway.com 253 661-4019 i s. TTLi` 1T LEASE AND DiSCHARG ElEN1EENT This Settlement, Release and Discharge Agreement (this "Release") is dated as of January 15, 2004 and is among Fine SAC Self -Storage Corporation, a Nevada corporation ("Five SAC"), and Robert Wright, an individual ("Wright") - RECITALS WHEREAS, Five SAC and Wright were parties to that certain Purchase and "Sale Agreement dated as of August 31, 1999, as may have been amended from time to time ("Purchase Agreement") in connection with the real property described on Exhibit A hereto (the "property"). WHEREAS, Windermere Realty was the real estate broker in connection with the purchase and sale of the Property pursuant to the Purchase Agreement. WHEREAS, on November 19, 2002, Five SAC terminated the Purchase Agreement. WHEREAS, the parties desire to forever release and discharge one another from any and all rights, duties, liabilities and obligations under the Purchase Agreement and to forever Settle all claims thereunder, whether liquidated or unliquidated, known or unknown, of any sort or type whatsoever. NOW, THEREFORE, in consideration of the foregoing, and of the mutual promises, covenants, agreements, representations and warranties contained herein, the parties, intending to be legally bound hereby, agree as follows: 1. R lettse and D' hat a of Five SAC. Wright, individually, and on behalf of their respective heirs, assigns, successors, hereby forever unconditionally releases, discharges and forever holds Five SAC harmless from any and all rights, duties, liabilities and obligations under the Purchase Agreement and forever settles all claims under the Purchaser Agreement, whether liquidated or unliquidated, known or unknown, of any sort or type whatsoever, including, without limitation, any claim for liquidated damages under the Purchase Agreement and any claim of Broker or its heirs, successors or assigns for brokerage commissions or fees, whether Pursuant to the Purchase Agreement or pursuant to any other brokerage, commission, or other agreement, as to which Wright hereby indemnifies Five SAC. Upon execution of this Release, Wright shall promptly authorize the release back to Five SAC of any and all funds currently held in an escrow account pursuant to the Purchase Agreement and shall execute such authorizations to the escrow agent as are necessary or appropriate to accomplish same. 2. Release and Disc ar e of W ' ht. Five SAC, individually and on behalf of its heirs, assigns, successors, hereby forever unconditionally releases, discharges and forever holds Wright hamiless from any and all rights, duties, liabilities and obligations under the Purchase Agreement and forever settles all claims under the Purchaser Agreement, whether liquidated or unliquidated, known or unknown, of any sort or type whatsoever. Wright shall retain all payments previously delivered to him and not held in escrow as consideration for this Agreement. [ 1253859 v2.dml ` d t - ` - 0 'K� WIN- i C�� (rmvm BY -t F B B 18 REC'D shall promptly remitrue and correct copies of the folio-,,-, d, Jiligcncewreports with respect to the Property in Five SAC's possession: any and all title reports and title commitments, surveys, site plans and environmental reports (collectively, "Due diligence Materials"). The Due Diligence materials shall be delivered to Wright on an as -is basis, and without any representation or warranty as to the truth, accuracy or completeness thereof. In addition to all materials used in applications to municipalities for land use or building permit applications shall be delivered to Wright. 'These materials will be delivered not later than 15 days following the date both parties have signed this Agreement. Five SAC agrees that if Wright needs assignments of their interest in any such due diligence work they will execute such assignments and deliver them to Wright for his usage. 4. Goveming Law. This Release shall be governed by and interpreted in accordance with the laws of the State of Arizona. S. Additional Provisions. This Release may be executed in multiple counterparts and copies hereof may be delivered by facsimile. The parties shall execute such additional agreements and instruments and make such further assurances as are necessary or appropriate to reflect the terms of this Release. The provisions of this Release shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns; provided that no party may assign, delegate or otherwise transfer any of its rights or obligations under this Release with out the written consent of the other party hereto. IN WITNESS WHEREOF, the undersigned execute this Release as of the date set forth above. FIVE SAC SELF -STORAGE CORPORATION By. Its: Robert Wright, an individ tJ253859 vz.docl - Z - Tbi,,; Stddmmn� Rcimm aDd Digobarge Agri Inept �� ' �`�' c�m eJ=MY 5, 21M and is on FiVe SA(, � €l f r , � ;�� z4 mc, and gobert Wright, an ir€4ivid€4l ("Might'). WHEREAS, Fivc SAC md Wright WmV lIIWto dW MtWn PtMhW! 4,nd ,Agreen€ i datwJ m of AtqmA 31, I- , �w may have ieem -Affitwk-d ftOln time tO dift WHEREAS,, Wi dcrmY� the real 09MC, kff ' . MuRm io ��Ith t p mctmse and sW of ft- property p1ut. %*the 1hwJ-mm Agromml. WI`113IEAS, o ( -"bv I9, 002. la"ive. SAC': Agm-amm,, wi? i,mr- .sz tm pu&,"re w ftevvt reemw mad difwharge 0= Alwthw Um any 04 Il ri ho, doti.r�s, lia iit#ej 0 oW r ma Agfeemmt and all. *ju€imp theraoocr, whdffi€�r 1iqu Ufxid or unliquid cd, knowm or kmkwwnx of MY Soo or kype w :�Mvm 1n;confAdemdon of the tbmgoingmid ; of Ow Mtn pnmimsy cavenanU,, agivmci 4 mpxwr�' ona od %wratms milained hmin, ft Vie.% ifiWndibg be 100y bomij. hereby, agree Mowm Wright, individmily. paid on beaw albthe Tespoctive €z l s, stmv=Ts, hem fbm .xmmndidmWIy r1maes; di hArgcs for rxl ou". five SAC; bam2 ss fm = tmd WI rights, , doties, liabilitics and obiip4<ms un&r the -Purdaw AgmomoA and brow des all *I DIMS wide dw Pumbam Agmu", whot r liquidated or un iquiduted, known or uWmowll, of WIY %A or VPr, whatwve`4 4W-iUd*- w oat lijui jwj, €nary c#a jm for fiquidz&i damgm under the Par,6iw Agroxma and MY i ini `��fq Brok-cc�-�yor i�{�h las, m1com rrs or xs�ig" ary�t rokemge�p l��y�� i��y, xi�r pi.�nwmt to the i ��b i hasz .� St,gm=Ut c pm-m ni to s0.t3. i Other � ant- 3.l.+iAE9., iniOD, of other admit., m to whicb Wfight &mby la&maifies FiveSAS,'. UM, Edon of thl's Re1eme5 wtight "- mmoy mdhoxi= the Mew back to Five SAC of any and afl fimds cuxr fitly heM in M ewpcm wx6unt yamumt to the Puv�otmsc Ariot �and such mthorizati0ps to ma`s ea a�v agent a.N am nesmy or gppx�Vriate to amQm ii :wm �. � � t, Five SAC i�di�l� md on behalf s� its haim, migns, mimms s, hemhy forever amend tires relemeal, dWwps md fmveT hold$ r% ltt ha"rA1a'-, trom any 0XI an Tightg, d s, ti iiit and vfta6om under the Pumhm rmmmt ;v0d floor er settles all cuw under the Parr�awr , gwrnant whetw liqWvdaW or anfiqujbtod, known or annoy of my am Or tYPOw alter. WtiOt SWI MWA all :aymem prevlo%* deiivered to him and € of hdd in mmw m for thl'; Agreement tY €tr., €ate t sic:rWswitb e,�oy�, �tc p vq wvl aiMrO �t� �stlW (call t:ti��Y;' ditl� °' . Tht, Due, ��€€��:�� re€•i�� il ��la�, ins r��e � �� €�� his, � ��tl_icst�t y ��.F€t m waxmy ms <0 rho to 1, a0cmey or cmptommg €bmcof. Twaodltjon to1.1-Iftatelial% un in WIkztIoROD to madcipditks for Imid am or building rMlit AMjicm iuls Anil k livmd to lrr*m. TIAt" ; wawniaW will be "ivert-A nw, Bier drag IS 4oys t 4kminr, the dme kffl< pwdes have gkwc4thi:5AVwfwmt Maw SAC if its .gay It &w t lid �5 lh�.-y w i U exomde. RVIA ws mu whi 4ek" v�,t n. tct riri,I � for his U"p., 4. OMB&w. `his- camw &tal be govmwd:a� kommtod in € vdtd rmue whh f laws of the &We Z4 Alizoaa. � 4 g$'f lih; Reese may be, twculed in m tiplc covownwU and 0s,t-Aes Ua Avc " mAy 1, Mvemd by ;1 d *�, Thu pjd izz Shall ex�t18 st y tik al nrftmots and. 7il"i-mawry A a€ld a,,; we n ew a 6q"0 €(c W ripest the terms of 11s Rc $eme, 'Mcpro-k „ ons of- thk pw1cm dial-1 bolk)wing upon mid inum, w taw, bwtfit of tht� parcwa ham MI ttels PaTcaivc a=mmm wid A&sip64 pmvided . pafy 111,1y nmip, Mei or saw rs� trander my ofits vightg or bbligWom under Ns Ucac ,xj i o�m iho wthtm eo wit of other pam6 hem4o. IN WITNUM )WHERFOR, the 'Un&m, i € ed exemn € z� R�f�m mi of the &to t 'fodh alyove: HVI AMC. SELF- ORAG ; CORPORATION P611Wd by: Cheryl colbort �Aonday, Iamory 26. 2O 9,192,1 AM Friday, January 16: 2004 7:30:55 Aid From: W` "Robert L.rlr�rx�€r€. cam € b*-t, Sk lemenk, Release And bFsCharge AgreMOM . M ._....... „a. To: hery� Cotben Hi ichwyl. Attac,hed iz the agreement P have Sigrted. if my of the documents thai art produmd in AUTO CAD ploase e-mail the tiles which mil save a lot of fime in redfaffing. Det maiitag xMiess is, The Wright Ram 3 39 Pacific Hwy. %ut Federal Way. WA 98003 Robert L. Wright cirY OF CITY HALL Federal Way Feder 1 st Way South • box 9718 Federal Way, WA 98063-9-9718 (253)661-4000 www.cityoffederalway.com August 6, 2003 Mr. Carlos Vizcarra -� Amereco Real Estate Company 2727 North Central Avenue, Suite 500 Phoenix, AZ 85004-1120 Re: File No: 01-103406-00-UP; TIME EXTENSION REQUEST U-Haul Facility; 34001 Pacific Highway South Dear Mr. Vizcarra: Pursuant to your July 23, 2003 written request, the approval for the above referenced file is hereby extended for one-year. Therefore, the Process III and Process IV approvals for the U-Haul proposal are now valid until July 23, 2004, as allowed by Federal Way City Code (FWCC) Sections 22-409 and 22-458. The circumstances cited in the July 11, 2003, letter from the landowner (Bob Wright) to the City of Federal Way provide sufficient reason to permit a time extension. Pursuant to FWCC Sections 22-408 and 22-457, "Lapse'of Approval," the applicant must begin construction, or submit to the City a complete building permit application for the development activity, use of land, or other actions approved under the Process III and Process IV applications, within one year after the final decision on the matter, or the decision becomes void. Pursuant to FWCC Sections 22-409 and 22-458, prior to lapse of approval, the applicant may submit a written application in the form of a letter with supporting documentation requesting a one time extension of the time limits of up to one year. If ,vou have any further questions or need any assistance, please contact Jim Harris, Senior Planner, at "".`;3-661-4019 or iirn.harris ci offederalwa .corn. Sincerely, /rnn 4 Kathy McClung, Director Community Development Services c: Jim Harris, Senior Planner Kevin Peterson, Engineering Plans Reviewer Robert Wright, 36200 16`h Avenue South, Federal Way, WA 98003-8308 Hebert Construction, via Fax 253-931-0186 Doc. LD 24243 08/06/2003 10:49 FAX 2536614048 City of Federal Way ::E::Z.,u::*s:s:::a::�". *:?*** TX REPORT �s* a 001 TRANSMISSION OK TX/RX NO RECIPIENT ADDRESS DESTINATION ID ST. TIME TIME USE PAGES SENT RESULT 0150 99310186 08/06 10:48 00'35 1 OK CITY OF CITY HALL �� Federal Way F3530 1 st Way South • -9 box 9718 Federal Way, WA 98063-9718 (253) 661-4000 www. cifyoffederalway.. com OPTIONAL FORM 99 (7-90) August 6, 2003 FAX TRANSMITTAL # of pages ► To ram 11.R Dept/Agency Phone R Mr. Carlos Vizcarra Fax # Fa" # Amereco Real Estate Company NSN 7540-01317-73M 5099.101 GENERAL SERVICES ADMINISTRATION 2727 North Central Avenue, Suite 500 Phoenix, AZ 85004-1120 Re: File No: 01-103406-00-UP; TIME EXTENSION REQUEST U-Haul Facility; 34001 Pacific Highway South Dear Mr. Vizcarra: Pursuant to your July 23, 2003 written request, the approval for the above referenced file is hereby extended for one-year. Therefore, the Process III and Process IV approvals for the U-Haul proposal are now valid -until July 23, 2004, as allowed by Federal Way City Code (FWCC) Sections 22-409 and 22-458. The circumstances cited in the July It, 2003, letter from the landowner (Bob Wright) to the City of Federal Way provide sufficient reason to permit a time extension. Pursuant to FWCC Sections 22-408 and 22-457, "Lapse of Approval," the applicant must begin construction, or submit to the City a complete building permit application for the development activity, use of land, or other actions approved under the Process III and Process IV applications, within one year after the final decision on the matter, or the decision becomes void. Pursuant to FWCC Sections 22-409 and 22-458, prior to lapse of approval, the applicant may submit a written application in the form of a letter with supporting documentation requesting a one time extension of the time limits of up to one year. If you have any further questions or need any assistance, please contact Jim Harris, Senior Planner, at 2.53-661-4019 or1im.harris�7a..cityoffederalway.com. Sincerely, Jul-24-2003 04:12pm From-(C)AMERCO(R) REAL ESTATE 2000 602-277-5624. T-117 P.001/002 F-413 AMERCO. RFAT ESTATE COMPANY direct extension: (602) 263-6165 e-mail: c—colbert@fc.uhaul.com July 23, 2003 VTA FAXDEZ.IVERY Community Development Services Attention: Kathy McClung, Director 33530 First Way South Federal Way, Washington 98003 TELEPHONE: (253) 661-4107 FACSIMILE: (253) 661-4129 Re: U-Haul Self Storage and Truck Rental Facility FWHE #02-03, 01-103406-00-UP & File No. 01-103406-UP Process III and Process IV Applications; Time Extension, Request U-Haul Facility, 34001 Pacific highway South Dear Ms. McClung: This letter serves as a formal request for a one-year time extension for both the Process III Approval issued on May 28, 2002, and the Process IV approval issued on July 23, 2002 as permitted by Federal Way City Code (FWCC) Sections 22-409 and 22-458. If there is any additional information you need, please call me. Thank you_ Yours truly, Carlos vi arra Amerco Real Estate Company on behalf of U-Haul International, Inc. Cc: Todd Williams, Amerco 2727 N. Ccnti'Al Avc_ • Suite 500, Phoenix, AL. 85004-1120 • (602) 263-6555 • FAX (602) 277-5824 Jul-24-2003 04:12pm From-(C)AMERCO[R) REAL ESTATE 2000 602-277-582_4_-1 T-117 P-002/002 F-413 r CERTIFICATE OF SECRETARY The undersigned. as Secretary of Amerc❑ Real Estate Company, a Nevada corporation ('he `°CorupaV), hereby certifies as of the date hereof that is the duly elected President of the Carlos V�e� behalf of the Company and is authorized to execute documents on Company in connection with the purchase, sale, lease, development and construction of Company property, and further, that said Mr. Vizcarra, as president of the Cbrnpany, is authorized to execute documents as agent for and on behalfaf BMO Global Capital Solutions, Inc., as Agent Lessor under the Amended and Restated Master Lease and Open -End Mortgage dated as of rune 27, 1999 among the ComPanY, U^HauI International, Inc., BMO Global Capital Solutions, Inc. and the other parties thereto from time to time identified therein as lessors and lenders in connection with alI Companyere'O property leased prlrsuani to said Pease facility. The undersigned further certifies that the signature below is his genuine signature: op osite Mz. Vizcana's name Carlos Vizc arra, President Am.ercO Real Estate Company sigrta e IN WITNESS WBEREOP, the undersigned executes this Certificate as of a Amerc eal Estate Company m By. m N C��V- efelter, Secretary m The undersigned, as President Of -the Company, hereby certifies as of that the within signature of Clary V. Klin6felter is his genuine signature. Amerco Re state Comp By: Carlos Vizc President Areche f0mis/bmo certdoc CITY OF AC—.— CITY HALL 33530 1 st Way South PO Box 9718 June 24, 2003 Mr. Robert Wright 36200 161h Avenue South Federal Way, WA 98003-8308 Re: File No. 01-103406-00-UP; TIME EXTENSION REQUEST U-Haul Facility; 34001 Pacific Highway South Dear Mr. Wright: (253) 661-4000 Federal Way, WA 98063-9718 r d AM On June 11, 2003, the City received your written request for a one-year time extension for the above referenced file. Because U-Haul International Inc. is the project applicant for the proposal; the City cannot approve the extension request you submitted. The land use application, accompanying plans, and project approvals are the possession of U-Haul International Inc, and are proprietary documents and approvals. I have identified the two following potential options to secure a time extension for the Process III approval issued on May 28, 2002, and Process IV approval issued on July 23, 2002. First; U-Haul could relinquish their interest in the land use applications, accompanying plans, and approvals to you or a third party. In this case, U-Haul would have to provide written documentation transferring their interest in the application and plans to you or a third party. The party that assumes interest in the land use application and plans may then request the City to grant a one- year time extension. Alternatively, U-Haul International Inc. may request a one-year time extension in writing to the City of Federal Way. Since U-Haul is the project applicant, the City could approve this request. Under this scenario, U-Haul and you, or a third party, would then have approximately one year to transfer ownership of the proprietary documents and approvals. To clear up any misunderstanding that you may have regarding this subject, we have previously provided similar direction to a prospective third party purchaser of your property. Specifically, on March 21, 2003, City staff met with Roger Hebert regarding potential development of the subject site and assuming ownership of the U-Haul plans and approvals. At this meeting, City staff informed Mr. Hebert that for him to assume ownership of the U-Haul plans and approvals, he would need to have U-Haul International Inc. provide written documentation transferring ownership of the plans and approvals. Mr. Robert Wright Page 2 June 24, 2003 The Process IV approval is valid until July 23, 2003 (one year from date of final decision on the project). Therefore, if an extension request is submitted by July 23, 2003, in the format of one of the two options described above, the City will grant a one-year time extension to both the Process III and Process IV approvals as permitted by Federal Way City Code (FWCC) Sections 22-409 and 22-458. If a time extension request is not submitted to the City as outlined above by July 23,2003, then the Pro&ss III and Process IV applications will expire. If you have any further questions or need any assistance, please contact Jim Harris, Senior Planner, at 253-661-4019 or 'im.harris ci offedera[wa .cam. Sincerely, Kathy McClung, Director Community Development Services c: Jim Harris, Senior Planner File N01-103406-00-UP Doc. CD. 23592 COVER SHEET To: Don Hill, Triad Assoc From: Jim Harris, Senior Planner PH (253)661-4019 FAX (253)661-4129 Subject: U-Haul extension Fax #: 425 821-3481 Date: June 25, 2003 Pages: 3 , including this cover sheet. wim Don: attached is a June 24, 2003 letter to Bob Wright regarding expiration and extension of the U-haul land use applications. Let me know if you need anything else. Phone No (253) 661-4019 orj*im.ham*s@cityoffederalway.com City of Federal Way 33530 First Way South P.O. Box 9718 Federal Way, WA 98063-9718 253-661-4000 Fax: 253-661-4129 www.ci.federal-wayma.us ,d/25/2003 11:25 FAX 2536614129 CITY FEDERALWAY a 001 TRANSMISSION OR TX/RX NO CONNECTION TEL SUBADDRESS CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT COVER �c TX REPORT xe�k�k ?..*:kx*x:r,•::::::$* E: u 2086 94258213481 TRIAD ASSOCIATES 06/25 11:24 01'03 3 OK SNEEi FAX To: Don HM, Triad Assoc Fax # : 425 521-3481 From: Jim Barris, Senior P1anncr Date- .tune 259 2003 PTA (253)661-4019 FAX (253)661-4129 Subject: U-Haul extension Pages: 3 including this cover sheet Don_ attached is a June 24, 2003 letter to Bob Wright regarding eaTpiration and extension of the U-haul land use applications. Let me know if you need anything else. Phone No (253) 661-4019 orjim.harris@cit)roffederalway.com I'he Wright Place City of Federal Way Kathy McClung Director Community Development Services 33530 1st Way South PO Box 9718 Federal Way, WA 98061-9718 USA Dear Kathy, RE: U-haul Self Storage and Truck Rental Facility FWHE #02-03, 01-103406-OOUP & File No. 01-103406-UP 63-Ina414~n Wednesday, June 11, 2003 Enclosed is a copy of a letter from Amerco terminating the purchase of my 8 acres at 340th and Pacific Hwy. South, it was actually 1.30.2003 that they legally breeched. At this time I am in the process of getting an appraisal, financing and final construction drawings. In order to be in compliance with Federal Way City 22-4581 need a one year time extension. If there is any additional information you need please let me hear from you. Warm regards, Robert 1. Wright 9231L1/RLW Lic # WRIGHRL705QZ Wednesday, June 11, 2003 11:06 AM Page 1 of 1 36200 16th Avenue South Federal Way, WA 98003-8308 (253)8747389.9 phft ://www.com E-Mail: onesob@j'uno.com hLSAI'"�JTIMtY3 JUN 1 1 2UW Nov-19-2002 01:29pm From-(C)AMERCO(R) REAL ESTATE 2000 602-277-5824 T-103 P 001/001 F-544 AMERC,Cl XF.AL ESTA'I"L COMPANY November 19, 2001 VIA OVERNIGHT DIELIVERY Robert Lloyd Wright 34839 Pacific Hwy South Federal Hwy So. 98003 Re: Purchase and Sale Agreement ("Agreement") between Five Sac Self Storage Corporation, a Nevada Corporation ("Buyer") and Robert Lloyd Wright ("Seller") Property Address: 34001 Pacific Hwy, Federal Way, WA Dear Mr. Wright: This is to notify you that pursuant to the Purchase Sale Agreement, the Agreement has terminated by its own terms in that the Buyer has not approved the acquisition. Accordingly, by copy of this letter to Fidelity Title Insurance Company, this is a request to return the Buyer's twenty-five thousand and 00/100 dollars ($25,000) earnest money deposit in full to the following address: Amerco Real Estate Company, Attention: Cheryl Colbert, Real Estate Division, 2727 N. Central Avenue, Suite 500, Phoenix, AZ 85004. Upon receipt of the deposit, we will forward the feasibility reports. We have enjoyed working with you on this transaction. Please call me if you would like to discuss this matter. Sincerely, Amerco Real Estate Company C" (fz (�L� Cheryl Colbert Real Estate Tel: 602.263.6555 Ext. 6165 Cc: Shirley Metcalf/Windermere Real Estate/Fax: (425) 820-6318 Margie Poole/Fidelity Title insurance Company 2727 N. Central Ave. - Suite 500, Phocnia, AL. %5004-1120 - (602) 263-6555 - FAX (602) 277-5824 NOU-19-2002 12:30 602 P77 SAP4 4a f3.Al CITY OF/j�.-- ;T " 33530 1 ST WAY SOUTH July 23, 2002 Donald J. Hill Triad Associates 11814—1'15d' Avenue NE Kirkkland, WA 98034 (253) 661.4000 FEDERAL WAY, WA 98003-6210 , U. VLE �4 != 2 � -� J f 1 Ci r� nr :r RE: U-HAUL SELF STORAGE AND TRUCK RENTAL FACILITY WETLANDISTREAM BUFFER INTRUSION FWHEM-03, 01-90340E-00UP, 01-103407-OOSE Dear Applicant: Enclosed please find the Report and Decision of the City of Federal Way Hearing Examiner relating to the above -entitled case_ Very truly y SeINGE?XAMINER EA R. HEA SKC/ca cc: All partles of record City of Federal Way Page - 1 CITY OF FEDERAL WAY OFFICE OF THE HEARING EXAMINER IN THE MATTER OF: U-HAUL SELF STORAGE AND TRUCK RENTAL FACILITY — WETLAND/STREAM BUFFER INTRUSION PROCESS 1V FWHE#02-03 01-103406-000P 01-103407-OOSE I. SUMMARY OF APPLICATION v 'I i JUL 2,3 21, 1 +tY Clerks oflrce_ +�Y of Federal The applicant is proposing an intrusion into the 100 foot buffer of a Category II wetland and an intermittent stream classified as a major stream, both of which are part of the KitVs Corner Regional Detention Facility. The purpose of the intrusion is to construct the necessary project stormwater facilities with connection to the regional detention facility, and to connect the sanitary sewer facilities to the existing Lakehaven Utility District sewer main within the buffer. After the installation of the below grade facilities, the applicant is proposing to return all disturbed areas to their pre -construction condition and add native vegetation to the buffer areas. II. PROCEDURAL INFORMATION Hearing Date: July 9, 2002 Decision Date: July 23, 2002 At the hearing the following presented testimony and evidence: 1. David Graves, Contract Senior Planner, City of Federal Way 2. Don Hill, Triad Associates, 11814 —115'hAve. NE, Kirkland, WA 98034 At the hearing the following exhibits were admitted as part of the official record of these proceedings: 1. Staff Report with all attachments Page - 2 2. Slides from Power Point Presentation III. FINDINGS 1. The Hearing Examiner has heard testimony, admitted documentary evidence into the record, and taken this matter under advisement. 2. The Community Development Staff Report sets forth general findings, applicable policies and provisions in this matter and is hereby marked as Exhibit 11" and incorporated in its entirety by this reference. 3. All appropriate notices were delivered in accordance with the requirements of the Federal Way City Code (FWCC). 4. The applicant has a possessory ownership interest in a rectangular, 8.27 acre parcel of unimproved property abutting the west side of Pacific Highway South opposite its intersection with Enchanted Parkway within the City of Federal Way. The western 3.98 acres are encumbered by a permanent easement for the City's KitfS Corner Regional Detention Facility (KCRDF). The applicant proposes to improve the balance of the site with a U-Haul self storage and truck rental facility consisting of five buildings of storage units and a canopy covered RV parking area. The largest building, located nearest Pacific Highway South, will also contain the office and store front. Access will be provided from the north via S. 340t' Street which the applicant will extents to approximately the center of the developable portion of the site_ Parking spaces are shown along the north and east property lines. 5. To develop the facility, the applicant must connect the parcel to sanitary sewers and accommodate storm water flows from the impervious areas of the site. The applicant must construct a sewer line across the southeast corner of the KCRDF and must install a storm drainage line along the eastern edge of the KCRDF and then extend it to the west to an outfall at the edge of a created wetland. 6. The easterly cell of the KCRDF consists of a Category ll wetland which discharges into the west fork of Hylebos Creek, classified as a major stream due to the presence of resident and migratory fish. The northerly portion of the wetland meets the definition of a "major stream" because it is tributary to the west fork. Both the Category 11 wetland and the major stream require a i 0o foot wide buffer. The existing wetland and intermittent stream buffers have been greatly degraded by historic uses within the KCRDF. The said buffers support a north -south gravel road immediately adjacent to the wetland and an uphill slope from the gravel road to the Page - 3 east. Historic on -site filling and grading have further modified the buffer habitat. Non-native, invasive plant species such as scotchbroom predominant within the 100 foot buffer. approximately 7. The applicant proposes to install app Y 04 linear feet of sanitary sewer line across the southeast corner of the wetlana connect existing s a5n5 all ewer line at an existing manhole in the gravel road The applicant also propo approximately 250 linear feet of storm drain line andone manhole er east of structur epgraliel el with and adjacent to the east boundary of the wetland road). The applicant will then install 120 feet of Storm drain line across the wetland and stream buffer and install one manhole and one o d ovetr there. installationdill require 30 foot wide construction corridors cent stockpiling of materials. Total access for trenching equipment afei temporary Suare feet. Upon completion the disturbed area will equal app Y and applicant will restore pCeconstruction grades andcontour ubsspec hyat the Q ter droseed all disturbed areas. The applicant will also install native perimeter of the wetland buffer in a strip 15 feet wide and i iidanddi r0 f st long. ehea d ea restoration plan includes irrigation,, a five y ear performance bond. 3. Adjacent uses include office, warehouse, and distribution Pak [BP} zone c€ ssificat on KCRDF and unimproved parcels within the Bus Parcels to the north and south. To the south and east ss Pacific Highway i(CB}. The are improved with commercial uses aril are zoned Community Business site itself is located within the BP zone classtfi dtiusw hich author�es a self storage and truck rental facility as an outright permitted g. The applicant requests Process IV review to allow the Prior e oer an dgsto h review rm water facilities within the wetland and major stream buffllo the applicant must establish that the request satisfies tWa decision Code {F1et forth at Sections 21-1312(c) and 22-1359(f} of the Fed Y Findings on each criteria set forth therein are hereby made as follows: A. The project will not adversely affect water quality. Theeist tore, and buffer provides limited water quality functions duetdegraded following construction the applicant will restore the toe disturbed readisl t their preconstruction grades and contours and revege them. Thewilinstall native on of the buffer will occur for a limited time, and the applicant vegetation within the buffer which will dherectaits a temporary os�vni and The applicant must also submit and 6FT79Z!ZESZ tT:ZT ZOOZ,£Z""n-e Page - 4 sedimentation control plan which will minimize the potential for erosion impacts during construction. B. The construction will not adversely affect the existing quality of wildlife habitat. Because of the degraded state of the buffer, it supports only limited, if any, habitat. Following completion of construction the planting of native species should enhance the buffer area and the duality of wildlife habitat. C. The project will not adversely affect drainage or storm water retention capabilities. Development of the parcel will not affect the KCRDF. The engineering design of the project must comply with the King County Surface Water Design Manual, the City of Federal Way Addendum thereto, and recommendations of the Hylebos Creek and Lower Puget Sound Basin Plan. Adherence to such standards will ensure that the project will not affect drainage or storm water retention capabilities. D. Construction will not lead to unstable earth conditions nor create erosion hazards. The City of Federal Ways Sensitive Areas Map does not identify the site as within a landslide hazard area. Associated Earth Sciences, Inc., prepared a geotechnical report which did not disclose the presence of unstable soils or significant erosion potential. Compliance with City erosion and site development regulations will ensure that development of the property will not lead to unstable earth conditions or erosion problems. E. The project will not materially affect other property owners in the area nor the City as a whale, including the loss of significant open space. The project will result in no loss of open space since all facilities will be underground. Construction activities will be limited and of short duration and will not impact adjacent parcels. Upon completion of construction and revegetation of the disturbed areas, off -site properties will view no improvements above grade, and the utility facilities will generate no noise. F. Installation of the storm water and sanitary sewer facilities are necessary for reasonable development of the parcel. The only sanitary sewer service available to the parcel consists of the sewer main located within the wetland buffer. To connect to said line the applicant must intrude into the buffer. The westerly portion of the parcel supports the KCRDF and directing storm water to said facility also requires intrusion into the wetland and stream buffer. 10. Prior to obtaining Process IV approval the applicant must establish that the request Page - 5 satisfies the criteria set forth in Section 22-445 FWCC. Findings on each criteria are hereby made as follows: A. The project is consistent with the City of Federal Way Comprehensive Plan which designates the parcel as Business Park. A self storage and truck rental development is consistent with and contemplated by the comprehensive plan. Capital facilities and natural environment policies encourage the development of quality business park areas and the promotion of orderly, compact, urban growth. B. The project complies will all applicable provisions of the FWCC. pEvelopment will comply with all provisions of Chapter 22 FWCC, Zoning; Chapter 21, Surface and Storm Water Management; Chapter 18, Environmental Policy; and all other applicable codes, policies, and regulations. C. The project is consistent with the public health, safety, and welfare. Any development of the site will require sanitary sewer service and an oAet for storm drainage. Connection to existing facilities through a wetiandfstream buffer satisfies the public health, safety, and welfare. D. Streets and utilities in the area will adequately serve the anticipated demand of the U-Haul storage business. E. The City has approved the access to the subject property at the future S. 340°1 Street. IV. CONCLUSIONS From the foregoing findings the Hearing Examiner makes the following conclusions: 1. The Hearing Examiner has jurisdiction to consider and decide the issues presented by this request. 2. The applicant has established that the request to intrude into the 100 foot wide buffer of a Category 11 wetland and major stream satisfies all criteria set forth in Sections 20-1312 and 22-1359 FWCC. Furthermore, the request satisfies all criteria for Process IV review set forth in Section 22-445 FWCC and therefore should be approved. Page - 6 DECISION - The request to intrude into the buffers of a Category 11 wetland and major stream to install sanitary sewer lines and storm water facilities is hereby granted. DATED THIS 2-3 aDAY OF July, 2002. 2 E N K. Zr. JR. Hearing Examiner TRANSMITTED THIS DAY OF July, 2002, to the following: APPLICANT: Donald J. Hill Triad Associates 11814 —11511 Avenue NE Kirkland, WA 98034 Farul Butala 2727 N. Central Avenue Phoenix, AZ 85004 City of Federal Way c/o Chris Green P.O. Box 9718 Federal Way, WA 98063-9718 ,Tn•7 ,vn nu GC An707CC, 7 CT'7T 7n n7 c7-"I' PROCESS IV Rights to Appeal Decisions of the hearing Examiner may be appealed by any person who is to receive a copy of that decision under FWCC Section 22-443. The appeal, in the form of a letter of appeal, must be delivered to the Department of Community Development Services within fourteen 14 calendar da s after the issuance of the Hearing Examiner's decision. The letter of appeal must contain: 1. A statement identifying the decision being appealed, along with a copy of the decision; 2. A statement of the alleged errors in the Hearing Examiner's decision, including specific factual finds and conclusions of the Hearing Examiner disputed by the person filing the appeal; and 3. The appellant's name, address, telephone number and fax number, and any other information to facilitate communications with the appellant. The person filing the appeal shall include, with the letter of appeal, the fee established by the City of the costs of preparing a written transcript of the hearing (or in the alternative, the appellant may prepare the transcript at his or her sole costs from tapes of the hearing provided by the City).The appeal will not be accepted unless it is accompanied by the required fee and cost (or agreement of the appellant to prepare the transcript). Appeals from the decision of the Hearing Examiner will be heard by The City Council. The decision of City Council is the final decision of the City. The action of the City in granting or denying an application under this article may be reviewed pursuant to RCW 36.70C in the King County Superior Court. The Land Use Petition must be filed within twenty-one (21). ealmdar days after the final land use decision of the City. CITY OFJ'jC�-- IMF CITY HALL 33530 1 st Way South PO Box 9718 May 28, 2002 (253) 661-4000 Federal Way, WA 98063-9718 Mr. Don Hill, P.E. Triad Associates 11814 115"' Avenue NE Kirkland, WA 98034-6923 Re: Process III Conditional Approval — U-Haul Mini Storage & Truck Rental Facility File No. 01-103406-00-UP (Related File No. 01-103407-00-SE) Dear Mr. Hill: The City has completed the administrative review of the above referenced application to construct a 65,000 square foot mini -storage and truck rental facility on the easterly 4.3 acres of an 8.27 acre site located at 34001 Pacific Highway South. The Process III application is hereby conditionally approved, subject to the below condition. CONDITION OF PROCESS III APPROVAL 1. Prior to issuance of a construction permit, the proposed truck rental display parking areas must be indicated on the site plan and a method to designate these spaces permanently as truck display parking must be shown. Prior to issuance of a Certificate of Occupancy, the truck rental display parking areas must be marked in a permanent manner approved by the Community Development Department. The proposed intrusions into the 100-foot wetland buffer for the purposes of installing a sewer connection to an existing Lakehaven Utility District sewer main that runs north to south through the buffer and a storm drainage line with an outfall in the Kitts Corner Regional Detention Facility are subject to Process IV, Hearing Examiner decision (Federal Way City Code [FWCC] Section 22-1312[c]). A public hearing will be held before the Federal Way Hearing Examiner related to the proposed wetland buffer intrusion. Prior to issuance of a construction permit, the decision of the Federal Way Hearing Examiner related to the proposed wetland buffer intrusion must be final. If the proposed buffer intrusion is not approved, the applicant must revise the site plan consistent with the Hearing Examiner's decision, for review and approval by the Department of Community Development prior to the issuance of a construction permit. No action can be taken based on this Process III decision until the decision of the Hearing Examiner on the wetland buffer intrusion becomes final. Mr. Don Hill Page 2 May 28, 2002 SEPA PROCESS Consistent with the SEPA Rules (WAC 197-11-355), combined Notice of Process III Land Use Application and Notice of Anticipated Environmental Determination of Nonsignificance inviting public comments was published in the Federal Way Mirror on September 26, 2001. The Notice indicated that a Determination of Nonsignificance (DNS) was likely to be issued for the proposal (File No. 01-103407- 00-SE). A 15-day comment period followed the Notice of Anticipated Environmental Determination of Nonsignificance. The comment period ended on October 10, 2001. The City received no comments. The DNS was issued on November 21, 2001. A 14-day appeal period appeal period followed this issuance and expired on December 5, 2001. No appeals were filed. OTHER AGENCY PERMITS The applicant is responsible for identifying and obtaining all required state, federal, or other agency permits, as may be required. PROCESS III DECISION AND APPEAL PROCESS The decision and appeal procedures described herein are consistent with FWCC Chapter 22, Article VI. This decision is based on the enclosed Findings and Conclusions for Process III Approval, File No. 01- 103406-00-UP, and in accordance with decision criteria listed at FWCC Section 22-395(b). The date of issuance of this decision is May 31, 2002 (date of mailing plus three days). Pursuant to FWCC Section 22-397, any person who receives a copy of this decision may appeal the decision within 14 days of the date of issuance of the decision. The decision may be appealed in the form of a letter delivered to the Department of Community Development Services by June 14, 2002, at the following address: Department of Community Development Services 33530 First Way South PO Box 9718 Federal Way, WA 98063-9718. An appeal letter must contain a clear reference to the matter being appealed and a statement of the factual findings and conclusions of the Director of Community Development Services disputed by the person filing the appeal, and must include the appeal fee. Any additional requirements of FWCC Section 22-397 must also be followed. Unless modified or appealed, this administrative decision will be valid for a period of one year from the effective date. If no further action is taken within one year of date of issuance, this decision will expire. A single six-month extension may be granted if a written request is submitted to the Department of Community Development at least 30 days prior to the expiration of this decision. File #01-103406-00-UP Doc I D 19130 Mr. Don Hill Page 3 May 28, 2002 Please note that because the Hearing Examiner has yet to rule on the proposed Wetland Buffer Intrusion and consistent with the herein conditional approval, no work on the project can occur until the decision of the Hearing Examiner becomes final and a construction permit is issued. This decision shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. if you have any questions regarding this decision, please call David Graves, Contract Senior Planner, at 206-297-2106, or Greg Fewins, Deputy Director, at 253-661-4108. Sincerely, Kathy McClung, Director Community Development Services enc: Findings and Conclusions for Process III Approval, File No. 01-103406-00-UP David Graves, Contract Senior Planner Greg Fewins, Deputy Director File Doc I.D. 19130 File #01-103406-00-UP CITY OF fAr.- CITY HALL 33530 1 st Way South PO Box 9718 (253) 661-4000 Federal Way, WA 98063-9718 FINDINGS AND CONCLUSIONS FOR PROCESS III PROJECT APPROVAL U-HAUL SELF STORAGE AND TRUCK RENTAL FACILITY Federal Way File No. 01-103406-00-UP BACKGROUND The proposal is to construct a 65,000 square foot mini -storage and truck rental facility on an 8.27 acre site at 34001 Pacific Highway South. The entire project will be located on the easterly 4.3 acres of the site, with the exception of a connection to sewer main and storm drainage lines and the outfall, which will be located on the westerly portion of the site. The westerly 3.98 acres of the site are in a permanent easement for the Kitts Corner Regional Stormwater Detention Facility (KCRDF). The project includes a 12-foot right of way dedication and frontage improvements along Pacific Highway South (State Route 99) and a dedication of property for the construction of a portion of South 340`h Street with half -street improvements. Vehicular access to the property will be from South 340t' Street. Under Process III land use review, the Director of Community Development Services renders a written decision after considering all of the information and comments submitted on the matter and based upon the decisional criteria in the Federal Way City Code (FWCC) Section 22-395. The criteria include the following: 1. It is consistent with the comprehensive plan; 2. It is consistent with all applicable provisions of the zoning code; 3. It is consistent with the public health, safety, and welfare; 4. The street and utilities in the area of the subject property are adequate to serve the anticipated demand from the proposal; and, 5. The proposed access to the subject property is at the optimal location and configuration. Additionally, since the application is subject to the requirements of FWCC Chapter 22, Article XIX, "Community Design Guidelines," the following criteria also apply: 1. It is consistent with the site design standards set forth for all zoning district in FWCC Section 22-1634; and, 2. It is consistent with the applicable supplemental guidelines set forth in FWCC Section 22-163 8. Following are findings and conclusions to approve the application. FINDINGS 1. U-Haul International proposes to construct a self -storage and truck rental facility at 34001 Pacific Highway South. The development will consist of a main building (Building A) with an office/ commercial store front for truck rental and interior self storage units fronting on Pacific Highway; together with five buildings (Buildings B, C, D, and E) with individually accessed self -storage units, a covered recreation vehicle (RV) and boat storage area, a display area for rental trucks, and associated parking for the entire development. Total area for all structures is 65,000 square feet. Site area is approximately 8.28 acres. The westerly 3.98 acres of the site contains the Kitts Corner Regional Stormwater Detention Facility (KCRDF) and is bound by a permanent easement for that purpose. 2. The site is located within the Business Park (BP) zone. The Federal Way Comprehensive Plan (FWCP) designation for the site is Business Park. 3. The application has been processed pursuant to and reviewed for compliance with FWCC Section 22-864 (and all other applicable sections), the FWCP, and with all other applicable statutes, codes, policies, and regulations. Final construction drawings will be reviewed for compliance with specific regulations, conditions of approval, and all applicable City requirements. 4. A combined Notice of Process III Land Use Application and Notice of Anticipated Environmental Determination of Nonsignificance inviting public comments was published in the Federal Way Mirror on September 26, 2001, in accordance with code requirements. The Notice of Anticipated Environmental Determination of Nonsignificance was issued after review of the project proposal and submitted SEPA checklist. A 15-day comment period followed the combined Notice. The comment period ended on October 10, 2001. No comment letters were received during the comment period. 5. The Environmental Determination of Nonsignificance (DNS) was issued on November 21, 2001. A 14-day appeal period appeal period followed this issuance and expired December 5, 2001. No appeals were filed. The Final Staff Evaluation for Environmental Checklist, File No. 01-103407-00 SE, is hereby incorporated by reference as though set forth in full. 6. The KCRDF is located on the westerly portion of this property. The detention facility contains "Wetland A," a constructed wetland classified as a Category II Wetland under the FWCC Section 22-1357 and "Stream A," which flows into Wetland A. Water from the KCRDF flows into the West Fork of the Hylebos Creek, which is classified as a major stream due to the presence of resident and migratory salmonids (FWCC Section 22-1). Consistent with the requirements for Category II Wetlands, a 100-foot buffer from this wetland is required. The applicant is proposing several intrusions into this 100-foot buffer for the purposes of installing a sewer connection to an existing Lakehaven Utility District sewer main that runs north to south through the buffer and a storm drainage line with an outfall in the KCRDF. Buffer intrusions are subject to Process IV, Hearing Examiner decision (FWCC Section 22-1312[c]). A public hearing will be held following the expiration of the 14-day appeal period for the Process III decision. The applicant can take no action until the Hearing Examiner has issued his decision on the proposed wetland buffer intrusion and a construction permit is issued. U-Haul Mini Storage & Truck Rental Facility File #01-103406-00-UP / Doc ID 19131 Findings & conclusions for Process III Approval Page 2 Current uses of the project site and surrounding areas include: Project Site: The easterly portion adjacent to Pacific Highway South is undeveloped; the westerly portion of the site contains the identified regional stormwater facility. The easterly two-thirds of the site is flat and was formed by the placement of fill material in the past. Approximately 60 feet west of the westerly edge of the proposed development area there is a moderately steep slope descending toward the KCRDF wetland. North: An undeveloped wooded area separated from the project site by a gravel access road for the KCRDF. Zoning: Business Park (BP) South: A commercial lumber yard. Zoning: Business Park (BP) East: Pacific Highway South and numerous commercial uses. Zoning: Community Business (BC) West: Across the KCRPF there are various light industrial uses. Zoning: Business Park (BP) 8. The Federal Way Public Works Department and Lakehaven Utility District have determined that the proposed access to the public streets, utilities, and frontage improvements on the existing street and proposed new street will ensure that area streets and utilities are adequate to serve the anticipated demand from the proposal. Access to the site will be provided from South 340"' Street, a new roadway to be constructed partially by the applicant and extending west from the signalized intersection of Pacific Highway South and Enchanted Parkway. Location and design of the access point from South 340' Street has been determined by the traffic division to be the optimal location and configuration. Pursuant to FWCC Section 22-1474, "Required Public Improvements," street improvements must be installed prior to occupancy, based on the right of way classification abutting the parcel to be developed; and, portions of the property must be dedicated when the existing right of way is less than that required by FWCC Sections 22-1524 and 22-1525. Pursuant to this requirement, frontage and safety improvements are required along as follows: • Pacific Highway South must be improved to meet its street classification. This will include 45-foot pavement section from the street centerline to a required curb, gutter, six-foot planter strip with street trees, eight -foot sidewalk, three-foot utility strip, and streetlights (12-foot right-of-way dedication required). Half -street improvements for proposed South 340'h Street shall be constructed according to the requirements of Federal Way Public Works street requirements and standards, per City Standard Street Section `R,' and includes 24 feet of pavement, vertical curb and gutter, four -foot planter strip with street trees, six-foot sidewalk, and three-foot utility strip with street lights. This will require a right-of-way dedication of 40 feet along the north property line, extending from the east property line to the existing storm drainage easement for the regional detention facility. U-Haul Mini Storage & Truck Rental Facility File #0 1- 1 03406-00-UP / Doc ID 19131 Findings & conclusions for Process III Approval Page 3 ► Modification to the existing traffic signals and/or installation of new signal poles and signal heads, and channelization, at the proposed intersection of South 3401`' Street and Pacific Highway South (existing intersection of Pacific Highway South and 16"' Avenue South). ■ Overhead utility lines along the property frontage on Pacific Highway South must be placed underground. Overhead utility lines may also interfere with the proposed new signal placed at the southeast corner of the intersection of South 340`h Street and Pacific Highway South. These overhead lines may also need to be placed underground. 9. The proposed development has been designed to provide optimal placement of parking and building improvements. Minimum required parking for the 3,200 square foot rental office portion of the development, at a ratio of one stall per 300 square feet of gross floor area, is 11 spaces; 29 spaces will be provided for use by customers for rental trucks and storage units within Building A, which also contains the office, and storage units within Building B. A covered loading area is also provided for Building B, located to the west of Building A. An additional 11 spaces are provided and dedicated for rental truck parking, although these are available for use by customers when the trucks are rented out. Bicycle parking will be provided outside of the main entrance to the structure. Truck rental display parking will be along the Pacific Highway South frontage in six spaces dispersed into two different display areas and along South 3401h Street in five spaces. The truck rental display spaces must be designated on site in a permanent manner. Self -storage customer parking needs are determined on a case -by -case basis pursuant to FWCC Section 22-864. A Parking Demand Study, prepared by Foerster Engineering, LLC, was submitted as part of the project application. The study referenced a U-Haul facility in Texas of similar size, road frontages, and layout to ascertain parking demand for the subject proposal. The mini -storage buildings (Buildings B, C, D, and E) in the interior and around the perimeter of the site contain individual storage units, each accessed via a garage type door. While no striped parking is indicated in front of each unit, buildings are separated by between 30 and 42.6 feet, which provides ample room for parking in front of each unit, plus a drive aisle for other vehicles to pass. The Parking Demand Study supports this conclusion; no designated parking spaces are provided in front of individual units, but there is sufficient room for parking and vehicle passage. The site design provides sufficient area for vehicle parking even though individual parking spaces that correspond to individual storage units will not be specifically striped. Functionally, each storage unit located in the mini -storage buildings has one parking stall. Thus, there is sufficient parking available for the proposed min storage units. Proposed parking areas will have internal and perimeter landscaping consistent with the provisions of FWCC Chapter 22, Article XVII, "Landscaping." The parking provided will be located at grade along both Pacific Highway South and South 3400' Street, and screened from each street by the required Type II landscaping. Along Pacific Highway South the screening will incorporate a three- foot earth berm (FWCC Section 22-1567.e.1). 10. There are no significant trees located on the project site. The project will be landscaped in accordance with City requirements. The proposed landscaping contains greater than 25 percent drought resistant plants, consistent with FWCC Section 22-1564(f). U-Haul Mini Storage & Truck Rental Facility File #01-103406-00-UP / Doc ID 19131 Findings & conclusions for Process III Approval Page 4 11. Storm drainage facilities are required to be designed in accordance with all Core and Special Requirements outlined in the 1998 King County Surface Water Design Manual (KCSWDM) and the City of Federal Way addendum to the manual, as well as applicable recommendations of the Hylebos Creek and Lower Puget Sound Basin Plan. Specifically, this site will be required to design the Water Quality Facility to meet the Resource Stream Protection Menu of the KCSWDM. 12. Storage for garbage and recycling receptacles is required to be incorporated into all commercial projects. FWCC Section 22-949 provides design requirements for garbage and recycling receptacle storage. FWCC Section 22-949(g) specifies that three square feet of storage space for every 1,000 square feet of gross floor area is required for recycling storage, with a minimum of 65 square feet. In addition, appropriate space for garbage receptacles must be provided. This project provides for adequate garbage and recycling facilities and proper solid screening for these facilities. Garbage receptacles should be coordinated with Federal Way Disposal and be provided based on the needs of the use. Appropriate documentation or details shall be provided at the time of building permit application to confirm compliance with these requirements. 13. The proposal is consistent with the FWCP; all applicable provisions of FWCC Chapter 22; and the public health, safety, and welfare. Streets and utilities in the area of the subject property are adequate to serve the anticipated demand from the proposal, and access to the subject property is at the optimal location. 14. This development is subject to the Community Design Review provisions of FWCC Chapter 22, Article XIX, and the overall proposal embodies good site and building design principles as outlined in the code. The building is oriented toward Pacific Highway South. The perimeter parking lot landscaping, location of vehicular entrances, and pedestrian connections between all adjacent streets and the building entrance create a building orientation and siting that will address this important intersection and comply with the stated purposes of the City's Community Design Guidelines. The building design incorporates many of the qualities and design features of the City's Community Design Guidelines. The primary building facades of Building A, which will be visible from both Pacific Highway South and South 340'' Street, are well modulated and detailed, and canopies have been incorporated into the visible facades. The building entrance and office area is oriented towards the street and a pedestrian plaza with a bench has been incorporated into the project design adjacent to the Pacific Highway South right-of-way at the existing transit stop. A limited portion of Building B, a mini -storage unit building 20 feet in width located along the south property line, may also be visible from the Pacific Highway South right-of-way. The visible portion of the building is well detailed and screened with landscaping consistent with the provisions of the Community Design Guidelines. Since the project does not contain any residential uses (non -single family, i.e. multi- family), the provisions of the design guidelines such as facade length contained in FWCC Section 22-1638(b)(5) do not apply. In summation, the overall project design incorporates numerous architectural, site design, landscape, and pedestrian circulation and public space elements outlined in the Community Design Guidelines, and thereby achieves an attractive and quality appearance consistent with the requirements of the code. U-Haul Mini Storage & Truck Rental Facility File #01-103406-00-UP / Doc ID 19131 Findings & conclusions for Process III Approval Page 5 15. This decision shall not waive future compliance with future City of Federal Way codes, policies, and standards relating to this development. CONCLUSIONS The proposal has been reviewed for compliance with the FWCC and FWCP, and other applicable city codes, plans, policies, and regulations. The proposal has been found to meet the decisional criteria of FWCC Chapter 22, Article VI, "Process III Project Approval," provided all conditions of project approval are met. This decision is based on the submitted site and landscape plans revised and resubmitted June 29, 2001, July 9, 2001, April 8, 2002, and May 20, 2001, respectively, and Preliminary Architectural Plans dated May 7 and May 8, 2002. Based on the findings and conclusions of this review, project approval is recommended. This decision shall not waive compliance with future City of Federal Way codes, policies, or standards relating to this decision. Prior to issuance of a construction permit, the decision of the Federal Way Hearing Examiner related to the proposed wetland buffer intrusion must be final. If the proposed buffer intrusion is not approved, the applicant must revise the site plan consistent with the Hearing Examiner's decision, for review and approval by the Department of Community Development prior to the issuance of a construction permit. RECOMMENDED CONDITION OF PROCESS III APPROVAL 1. Prior to issuance of a construction permit, the proposed truck rental display parking areas must be indicated on the site plan and a method to designate these spaces permanently as truck display parking must be shown. Prior to issuance of a Certificate of Occupancy, the truck rental display parking areas must be marked in a permanent manner approved by the Community Development Department. Prepared by: David Graves, AICP, Senior Planner Madrona Planning & Development Services Date: May 24, 2002 U-Haul Mini Storage & Truck Rental Facility Findings & conclusions for Process III Approval File #0 1- 1 03406-00-UP / Doc ID 19131 Page 6 t ' 1 l IV/[[ J L - -JL I R--) R- 0 R - Your Community Newspaper - Affidavit of Publication Debbie Kaufman, being first duly sworn on oath, deposes and says that she is the Publisher of The Federal Way Mirror, a semi -weekly newspaper. That said newspaper is published in the English language continually as a semi -weekly newspaper in Federal Way, King County, Washington, and is now and during all of said time has been printed in an office maintained at the aforementioned place of publication of said newspaper. That the annexed is a true copy of a Legal Advertisement by City of Federal Way L-437 as it was published in regular issues (and not in supplemental form) of said newspaper once each week for a period of one consecutive week(s), commencing on the 19th day of June. 2002 , and ending on the 19th day, of June, 2002 , both dates inclusive, and that such newspaper was regularly distributed to its readers during all of said period. That the full amount of the fee charged for the foregoing publication in the sum of 132.80 which amount has been paid in full, or billed at the legal rate according to RCW 65.16.090. Subscribed to and sworn before me this 28th day of June. 2002 . Notary Public in and for the State of Washington, Residing at Federal Way I'C"t-y�QAt- 1414 SO.324TH STREET, SUITE B210, FEDERAL WAY,WA 98003 0 253-925-5565 ■ FAX: 253-925-5750 Saturday, June 22, 2002 • Federal Way Mirror Page AI I NOTICE OF PUBLIC LAND USE HEARING U-HAUL SELF STORAGE & TRUCK RENTAL FACILITY WETLAND/STREAM BUFFER INTRU- SION Notice is hereby given That the City of Federal Way Land Use Hearing Exam- iner will hold a public hearing at approximately 2:00 p.m. on July 9, 2002, in the Federal Way City Hail Council Chambers, 33530 First Way South. File No: 01-103406-00-UP Topic: The applicant is proposing an intrusion into the 100400t buffer of a Category II Wetland and an intermittent stream classified as a major stream, both of which are part of the Kitt's Cor- ner Regional Detention Facility. The purpose of the intrusion is to construct the necessary project stormwater faclV ties with connection to the regional detention facility, and to connect the sanitary sewer facilities to the existing Lakehaven Utility District sewer main within the buffer. After the installation of the below grade facilities, the applicant is proposing to return all disturbed areas to their pre -construction condition and add native vegetation to the buffer areas. Suffer Intrusions are subject 10 Process IV, Hearing Examiner decision (FWCC Sections 22-1312[c] & 22- 1359[f]). Location: 34001 Pacific Highway So. Applicant: Donald J. Hill, Triad Associ- ates,11814 115th Avenue NE, Kirk- land, WA 98034 City Contacts: David Graves, Contract Senior Planner, 209.297.2106 Greg Fewins, Deputy Director, 253.661.4108 Any person may participate in the pub- lic hearing by submitting written com- ments to the Hearing Examiner, either by delivering these comments to the Department of Community Develop. merit Services prior to the hearing, or by giving them directly to the Hearing Examiner at the hearing; or by appear- ing in person, or through a representa- tive, at the hearing and presenting pub- lic testimony. The Hearing Examiner will issue a decision on the application within 10 working days after the close of the hearing. Only persons who sub- mit written or oral comments to the Hearing Examiner may appeal the Hearing Examiner's decision. The application for the proposal is to be reviewed under applicable codes, regu- lations, and policies of the City of Fed- eral Way. The official file is available for review during working hours (Monday through Friday, 8.00 a.m. to 5:00 p.m.) in the Department of Community Develop- ment Services. 33630 First Way South, PO Box 9718, Federal Way, WA 98063-9718. The staff report will be available for review one week prior to the hearing. LEGAL NO. FWM-437 Published: Federal Way Mirror June 22, 2002 CI!�OF � CITY HALL 33530 1st Way South PO Box 9718 (253) 661-4000 Federal Way, WA 98063-9718 NOTICE OF PUBLIC LAND USE HEARING U-HAUL SELF STORAGE & TRUCK RENTAL FACILITY WETLAND/STREAM BUFFER INTRUSION Notice is hereby given that the City of Federal Way Land Use Hearing Examiner will hold a public hearing at approximately 2:00 p.m. on July 9, 2002, in the Federal Way City Hall Council Chambers, 33530 First Way South. FILE NO: 01-103406-00-UP TOPIC: The applicant is proposing all intrusion into the I00-foot buffer of a Category If Wetland and an intermittent stream classified as a nrajar Stream, both of which are part Of the Kitt's Corner Regional Detention Facility. The purpose of the intrusion is to construct the necessary Project stormwater facilities with connection to the regional detention facility, and to connect die sanitary sewer facilities to the existing Lakehaven Utility District sewer main within the buffer. After the installation of the below facilities, grade the applicant is proposing to return all disturbed areas to their pre -construction condition and add native vegetation to the buffer areas. Buffer intrusions are subject to Process IV, Hearing Examiner decision (FWCC Sections 22-I312[e] & 22-1359[f]). LOCATION: 34001 Pacific Highway South APPLICANT: Donald J. Hill Triad Associates 11814 115" Avenue NE Kirkland, WA 98034 CITY CONTACTS: David Graves, Contract Senior Planner, 206.297.2106 Greg Fewins, Deputy Director, 253.661.4108 Any Person may participate in the public hearing by submitting written comments to the Hearing Examiner, either by delivering these comments to the Department Of Community Developm hearing, or by giving them directly to the Hearing Examiner at the liearing; or by appearentServices prior to tileing in person, or through a representative, at the hearing and presenting public testimony. The Hearing Examiner will issue a decision on the application within 10 working days after the close of the hearing. Only persons who submit written or oral comments to the Hearing Examiner may appeal the Hearing Examiner's decision. The application for the proposal is to be reviewed under applicable codes, regulations, and policies of the City of Federal Way. The official file is available for review during working hours (Monday through Friday, 8:00 a.m, to 5:00 p.m.) in the Department of Community Development Services, 33530 First Way South, PO Box 97I8, Federal Way, WA 98063-9718. The staff report will be available for review one week prior to the hearing. Doc ID 19370 I KING COUNTY ASSESSOR -SE KC 1694 w [a NE.20- • SCALE 336TH ST F, CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES STAFF REPORT TO THE FEDERAL WA Y HEARING EXAMINER FOR PUBLIC HEARING ON DULY 99 2002 PROJECT NAME U-Haul Self Storage and Truck Rental Facility — Wetland/Stream Buffer Intrusion FILENOS. 01-103406-OOUP & 01-103407-OOSE APPLICANT Donald J. Hill Triad Associates 11814 - 1151h Avenue NE Kirkland, WA 98034; for U-Haul International Phoenix, Arizona 85004 REQUEST The applicant is proposing an intrusion into the 100 foot buffer of a Category II Wetland and an intermittent stream classified as a major stream, both of which are part of the Kitt's Corner Regional Detention Facility. The purpose of the intrusion is to construct the necessary project stormwater facilities with connection to the regional detention facility, and to connect the sanitary sewer facilities to the existing Lakehaven Utility District sewer main within the buffer. After the installation of the below grade facilities, the applicant is proposing to return all disturbed areas to their pre -construction condition and add native vegetation to the buffer areas. STAFF REPRESENTATIVE David Graves, AICP, Contract Senior Plann J STAFF RECOMMENDATION Based on a review of this application, the environmental determination, and pertinent decision criteria, the Department of Community Development recommends APPROVAL of the proposed wetland and stream buffer intrusions. L GENERAL INFORMATION Project Location 1• The subject property is located in 34001 Pacific Highway South, to the west of the intersection of Pacific Highway South and 16th Avenue South (see Exhibit A). Size of Property 2. The total site area is 8.27 acres (See Exhibit B). Zonin_ Desi ng � 3. The subject property is zoned Business Park (BP) by the Federal Way Zoning Map. Com rehensive PIan Designation 4. The subject property is designated Business Park (BP) by the Federal Way Comprehensive Plan (FWCP), II. DESCRIPTION OF PROPOSAL The western 3.98 acres of this 8.27 site is in a permanent easement for the Kits Corner Regional Detention Facility (KCRDF). Within the easterly cell of the KCRDF is a Category lI wetland (Wetland A) as classified under FWCC 22-1356. Wetland A discharges into the West Fork of Hylebos Creek, which is classified as a major stream due to the presence of resident and migratory fish, in this case salmonids. Within the northerly portion of Wetland A is an intermittent stream classified as a major stream 0 00400t buffer) because it is a tributary to the West Branch of the Hylebos Creek. Consistent with the designation of Category II Wetland, a 100 buffer from the delineated wetland boundary is required (FWCC 22-1357). The required wetland buffer overlaps and extends beyond the required stream buffer. The applicant is requesting to engage in a land surface modification to locate improvements (sanitary sewer service and stormwater lines) in the 100 foot wetland and stream buffer. The proposal is being reviewed pursuant to FWCC 22-1312(c) stream buffer intrusion, 22-1359(f) wetland buffer intrusion, and FWCC Article VU, Process IV Review, Hearing Examiner's Decision. The proposed sanitary sewer line will extend from the proposed development across the buffer and connect to the existing sanitary sewer trunk line that is under the existing gravel maintenance road directly to the east and outside of the delineated wetland, but within the wetland buffer. The proposed stormwater facilities will collect stormwater from a portion of Pacific Highway South and South 340th Street adjacent to the subject MADRONA PLANNING & DEVELOPMENT SERVICES PAGE 2 DATE: JUNE 19, 2002 site, and from the proposed development. The stormwater line will extend along the length of the outer perimeter of the wetland buffer and then across the buffer and under the existing gravel maintenance road and drain to a proposed outfall within both the wetland and stream buffer. See the attached Preliminary Grading, Utility and Channelization Plan, prepared by Triad Associates, dated 5/16/02 (Exhibit B). More specifically, the project involves the installation of approximately ninety (90) feet of sanitary sewer line across the wetland buffer to connect to the existing sewer line at an existing manhole in the gravel road. Approximately 250 feet of storm drain line and one manhole structure will be located parallel to the wetland in the outer portion of the wetland buffer. Finally, 120 feet of storm drain line will be installed across the wetland and stream buffer, with the installation of one manhole and one outfall structure. Thirty (30) foot construction corridors, centered over the pipes will be required to provide access for equipment such as backhoes and/or trackhoes and areas for the temporary stockpiling of materials such as piping. The existing buffer area exists in a graded, filled and highly degraded state, which provides limited buffer functions and value. The site is colonized with predominantly non-native invasive species such as Scotch broom. The construction activities will be limited to the pipe corridors and of relatively short duration. Total disturbed area equals approximately 10,080 square feet. Upon completion, preconstruction grades and contours will be restored and all disturbed areas will be hydroseeded to stabilize exposed soils. In addition, native shrub species will be established at the outer perimeter of the wetland buffer in a strip fifteen (15) feet wide and approximately 170 feet long. The slope area currently supports only grasses. Restoration of the slope will be limited to hydroseeding. Finally, disturbed areas of the gravel road will be re -graveled. The buffer restoration plan includes irrigation of the plantings, a five-year monitoring schedule and a performance bond consistent with the requirements of the Code to ensure the survival and success of the proposed restoration. The applicant has submitted a Wetland Delineation and Stream Identification Survey, prepared by Associated Earth Sciences, Inc, dated 10/2001 (Exhibit Q an ESA Listed Salmonids Checklist, prepared by Triad Associates, dated 5/16/02 (Exhibit D); and, a Wetland Buffer Restoration Plan, prepared by Associated Earth Sciences, Inc, dated 10/2001 (Exhibit E) in support of the proposed wetland and stream buffer intrusion. III. SITE CHARACTERISTICS A. Existing Site Conditions and Background The buffer area associated with the wetland and intermittent stream consists of a gravel road immediately adjacent to the wetland and a constructed slope to the east of the gravel road. The site slopes upward from the road and then flattens out. The buffer habitat has been modified by historic on -site fill and grading activities. Vegetation on the site is a mixture of native and non-native invasive plants. The area within the 100-foot buffer is degraded with non-native invasive species such as Scotch broom predominating. The hydrology and water quality of MADRONA PLANNING & DEVELOPMENT SERVICES DATE: TUNE 19, 2002 PAGE 3 .-) the wetland and stream are controlled by the inflow water quality and the flow collection, detention and conveyance properties of the KCRDF since they are located within one of the cells of the stormwater detention facility. B. Adjacent Land Uses and Zoning To the west of the KCRDF are existing office, warehouse and distribution facilities. Properties to the north and south are undeveloped or have limited commercial development. Adjacent properties to the north and west are zoned Business Park (BP). To the south and east across Pacific Highway South, properties are zoned Community Business (BC). C. Public Services and Utilities Street System: The site currently has frontage only on Pacific Highway South. Part of the project includes the dedication of property for the construction of a portion of South 340'' Street, along the north property line. Access to the site will be from South 3401h Street, which will be improved with asphalt paving, curbs and gutters, and a sidewalk, planter strip and street Iighting on the south half of the street. 2. Water and Sewer System: Water and sewer service by the Lakehaven Utility District is available to serve the site. 3. Fire and Police Services: The Federal Way Fire Department and Federal Way Public Safety Department will provide fire and police services to the site. These departments had no comment on the proposed buffer intrusion. IV CONSULTED DEPARTMENTS, AGENCIES, AND INDIVIDUALS The following departments, agencies, and individuals were advised of this application and of the environmental threshold determination: City Community Development Review Committee, consisting of the Community .Development Services, Public Works; the Federal Way Fire Department; and the Lakehaven Utility District has reviewed the proposal. Staff comments are incorporated into this report where applicable. A Process III Project Review decision related to the site plan was issued by the Director of Community Development Services on May 28, 2002. As proposed, the site plan is consistent with the Process III approval criteria and requirements, subject to the review of the wetland/stream buffer intrusion. The project was Conditionally Approved and is subject to the following condition: Prior to issuance of a construction permit, the decision of the Federal Way Hearing Examiner related to the proposed wetland buffer intrusion must MADRONA PLANNING & DEVELOPMENT SERVICES DATE: JUNE 19, 2002 PAGE 4 be final. If the proposed buffer intrusion is not approved, the applicant must revise the site plan consistent with the Hearing Examiner's decision, for review and approval by the Department of Community Development prior to the issuance of a construction permit. No action can be taken based on this Process III decision until the decision of the Hearing Examiner on the wetland buffer intrusion becomes final. 2. Pursuant to FWCC 22-436, all owners of real property within 300 feet of the site were mailed notice of this application and of the July 9, 2002 public hearing. Pursuant to FWCC 22-436, a notice of land use application and notice of public hearing were also posted on the site and published in the newspaper. V. ENVIRONMENTAL ANALYSIS Environmental review of the project focused on all impacts associated with the project proposal. Consistent with the SEPA Rules (WAC 197-11-355), combined Notice of Process III Land Use Application and Notice of Anticipated Environmental Determination of Non -significance inviting public comments was published in the Federal Way Mirror on September 26, 2001. The Notice indicated that a Determination of Non -Significance (DNS) was likely to be issued for the proposal (File No. 01-103407- OOSE). A fifteen (15) day comment period followed the Notice of Anticipated Environmental Determination of Non -significance. The comment period ended on October 10, 2001. No comments were received by the City. The DNS was issued on November 21, 2001. A fourteen (14) day appeal period appeal period followed this issuance and expired on December 5, 2001. No appeals were filed. VI. WETLAND & STREAM BUFFER INTR USIONANALYSIS REQUIRED BY FWCC 22-1359 & 22-1312 A. Procedural Requirements As indicated above, within the regulated Category II wetland is an intermittent stream which is regulated as a major stream, both of which are subject to a 100 foot setback requirement per the FWCC. Pursuant to FWCC 22-1312 (streams) and FWCC 22-1359 (wetlands), the City may allow requests to locate improvements within stream and wetland buffers, respectively, if approved through FWCC, Article VII, Process IV Review, Hearing Examiner's Decision, and provided the proposal is found to be consistent with all applicable decisional criteria. The decisional criteria for stream and wetland buffers are almost identical: (1) It will not adversely affect water quality FWCC 22-1312(c) & FWCC 22- 13590; MADRONA PLANNING & DEVELOPMENT SERVICES DATE: JUNE 19, 2002 PAGE 5 (2) It will not adversely affect the existing quality of wildlife habitat within the stream or setback area FWCC 22-1312(c); (2) It will not adversely affect the existing wetland's or buffer's wildlife habitat FWCC 22-1359 f ; (3) It will not adversely affect drainage or stormwater retention capabilities FWCC 22-1312(c) & FWCC 22-1359 f ; (4) It will not lead to unstable earth conditions nor create erosion hazards FWCC 22-1312(c) & FWCC 22-1359 f; (5),It will not be materially detrimental to any other property in the area of the subject property nor to the city as a whole, including the loss of significant open space FWCC 22-1312(c) & FWCC 22-1359 f ; and (6) It is necessary for reasonable development of the subject property FWCC 22- 1312(c). Due to the similarity of the Code provisions, the fact that the intermittent stream is functionally a part of the existing wetland, the required buffers overlap and that the required buffer width is the same, the proposed intrusions will be reviewed together. Distinctions between wetland and stream buffers, and applicable Code provisions, will be noted as appropriate. B. Specialized Studies Submitted The applicant submitted a Wetland Delineation and Stream Identification Survey, prepared by Associated Earth Sciences, Inc, dated 10/2001 (see Exhibit C); an ESA Listed Salmonids Checklist, prepared by Triad Associates, dated 5/16/02 (see Exhibit D); and, a Wetland Buffer Restoration Plan, prepared by Associated Earth Sciences, Inc, dated 10/2001 (see Exhibit E). Site visits were also conducted by City Staff. C. Stream & Wetland Analysis As indicated above, the subject wetland and stream are a component of the regional stormwater detention facility which supplies a tributary of the West Fork of Hylebos Creek, site of salmonid habitat areas. This tributary does not support a resident fish population, due to culvert obstructions at the stream crossing at South 348th Street. However, the West Hylebos Wetland is documented as providing habitat areas for resident and anadromous salmonid. It is anticipated that culvert obstructions will be removed in the future, allowing fish passage upstream to the Kitt's Corner Regional Stormwater Detention Facility which has been designed to support and provide salmonid populations and habitat. As indicated in the applicant's wetland buffer and stream report and as evidenced during site visits, the buffer area to the east of the wetland exists in a compacted graded and degraded condition, partially developed with the gravel access road for MADRONA PLANNING & DEVELOPMENT SERVICES DATE: JUNE 19, 2002 PAGE 6 I the detention facility. The remainder of the 100-foot buffer area is covered with non-native grasses, Scotch broom and blackberry. D. Proposed Project Intrusions The stormwater and sanitary sewer facilities will be located within the wetland buffer and the proposed stormwater outfall will be located within both the stream and wetland buffer, all within the east cell of the regional stormwater detention facility. The sanitary sewer line will connect to the existing sewer main located under the gravel road within the wetland buffer. With the exception of the stormwater outfall, all facilities will be located below ground. Construction of the facilities will be of a relatively short duration. Disturbed areas will be returned to their pre -construction state: disturbed areas of the gravel road will be re -graveled and the grass slope will be hydro seeded. The disturbed areas of the buffer above the slope will be revegetated with a mixture of native plants including salal, oceanspray, Oregon grape, rose and Mountain ash, which will enhance the functions and value of the buffer area. The stormwater outfall, located at the toe of the slope adjacent to the gravel road, will discharge to the regional detention facility at the predevelopment rate consistent with the provisions of the King County Surface Water Design Manual, with the addendum as adopted by the City of Federal Way. Stormwater runoff from paved areas will be treated prior to release consistent with City Codes. Impacts to the buffer area will be temporary while pipe is laid in place. After the outfall pipe is put in place, the disturbed areas will be revegetated. The regional detention facility and sanitary sewer main are at the low point on the site. As such, they are the logical points for discharge and connection. Impacts to the buffer areas will be limited to the time it takes to construct the proposed facilities and return the area to its pre -construction state. Upon completion no adverse impacts to the buffer areas are anticipated E. Analysis of the Decision Criteria As noted above, the Hearing Examiner may approve the proposal only if the decision criteria at FWCC 22-1312(c) and FWCC 22-1359(f) are met. The following staff responses demonstrate how the proposed wetland and stream buffer intrusion is consistent with the decision criteria by not adversely affecting the subject property, neighboring properties, or the functions and values of the wetland and stream buffers (1) It will not adversely affect water quality; The existing buffer provides limited water quality functions due to its degraded nature. Upon installation of the proposed sanitary and stormwater facilities, pre -construction grades and contours will be restored and the disturbed areas will be revegetated. Disturbed areas of the existing gravel access road will be re -graveled. Construction impacts will be MADRONA PLANNING & DEVELOPMENT SERVICES DATE: JUNE 19, 2002 PAGE 7 limited and of short duration. Portions of the buffer area will be planted with native vegetation which will enhance the limited water quality function of the buffer. Additionally, the applicant must submit a Temporary Erosion and Sedimentation Control Plan consistent with provisions of the Federal Way City Code (FWCC) to prevent and/or minimize the potential for erosion impacts during the construction phase of the project. (2) It will not adversely affect the existing quality of wildlife habitat; The existing buffer area exists in a degraded state. Construction impacts to any habitat associated with the buffer areas will be limited and of short duration. Upon installation of the stormwater and sanitary sewer facilities, native vegetation will be planted in portions of the buffer area. The removal of invasive species and planting of native species will enhance the buffer areas and improve the quality of the wildlife habitat. (3) It will not adversely affect drainage or storm water retention capabilities; Development of the subject property will not affect or re -direct drainage in the sub -Basin. Construction activities within the buffer areas will be limited and of short duration. Engineering design of the project must comply with the King County Surface Water Design Manual and the City of Federal Way addendum to the manual as well as applicable recommendations of the Hylebos Creek and Lower Puget Sound Basin Plan, and all other engineering and development standards applicable to the proposal. This will ensure that all applicable stormwater quantity methods are properly incorporated and designed. (4) It will not lead to unstable earth conditions nor create erosion hazards; The site is not within an identified Landslide Hazard Area, as shown of the City of Federal Sensitive Areas Map. Part of the overall project included the preparation of a Geotechnical Report by Associated Earth Sciences, Inc., dated June 13, 2001. This report did not indicate the presence of any unstable soils or any significant erosion potential. As indicated above, the applicant must submit a Temporary Erosion and Sedimentation Control Plan for review and approval prior to undertaking any construction activities on the site. Additionally, construction activities associated with the proposed buffer intrusions will be limited and of short duration. Finally, compliance with erosion and site development regulations and requirements contained in the adopted King County Surface Water Design Manual and the City of Federal Way addendum to the manual as well as applicable recommendations of the Hylebos Creek and Lower Puget MADRONA PLANNING & DEVELOPMENT SERVICES DATE: JUNE 19, 2002 PAGE 8 Sound Basin Plan will help ensure that development of the property will not lead to unstable earth conditions or erosion problems. (S) It will not be materially detrimental to any other property owner in the area of the subject property nor to the City as a whole, including the loss of significant open space; and. No open space will be lost as a result of installing the proposed sanitary sewer and storm drainage facilities within the subject wetland/stream buffer. The proposed intrusions will not be materially detrimental to properties in the area. Construction activities associated with the proposed buffer intrusions will be limited and of short duration. No impacts to adjacent properties are anticipated. Upon completion of construction and revegation of the disturbed areas in the buffer, no structures will be visible above grade and no noise will be generated by the sanitary sewer and storm drainage facilities. Views of the buffer area will be returned to the preconstruction state and enhanced with native vegetation. (6) It is necessary for reasonable development of the subject property. To develop the subject site, sanitary sewer service and an outlet for stormwater are necessary and must be provided. The only sanitary sewer service available to the subject property is the main located within the wetland buffer. Connection to this sanitary sewer line, and thus intrusion into the wetland buffer, is necessary to develop the subject property. The westerly portion of the subject property is developed with a regional stormwater detention facility, available for connection by surrounding properties as they develop or redevelop. The existing wetland and stream are located within the east cell of the detention facility. Connecting the proposed on -site storm drainage system to the KCRDF, and thus intruding into the wetland/stream buffer, facilitates and is necessary for the development of the site. VII. ANALYSIS OF PROCESS IV DECISION CRITERIA In addition to the above specific decisional criteria related to the proposed wetland/stream buffer intrusion, the Hearing Examiner may approve the proposed request only if the following decision criteria of FWCC 22-445 are met, pursuant to FWCC Article IV, Process IV Review. The following staff responses demonstrate how the proposal meets the decision criteria. (1) The project is consistent with the Comprehensive Plan. The site is designated Business Park (BP) by the Federal Way Comprehensive Plan (FWCP). A self -storage and truck rental MADRONA PLANNING & DEVELOPMENT SERVICES DATE: JUNE 19, 2002 PAGE 9 development on the site is consistent with the Comprehensive Plan BP designation, and the proposed buffer intrusions are consistent with the following Capital Facilities and Natural Environment policies: * Develop a quality business park area that supports surrounding commercial areas. (LUGS) + Develop business parks which fit into their surroundings by grouping similar industries in order to reduce or eliminate land use conflicts, allow sharing of public facilities, and improve traffic flow and safety. (LUP36) • Maximize the use of existing facilities and promote orderly compact urban growth. (CFP7) • Required wetland buffers shall be comprised of native vegetation typically associated with the type of wetland in question. Intrusion into the wetland buffer may be restricted, except for the location of essential public facilities and utilities where no other feasible alternative exists. (NEP37) (2) It is consistent with all applicable provisions of this code. The City's Community Development Review Committee has reviewed the proposal in relation to applicable codes, policies and regulations. Development of the subject property will comply with all provisions of the Federal Way City Code, Chapter 22, Zoning; Chapter 21, Surface and Stormwater Management; Chapter 18, Environmental Policy; and all other applicable codes, policies, and regulations. (3) It is consistent with the public health, safety, and welfare. The wetland and stream buffer intrusions, as proposed by the applicant and as recommended by City staff, are consistent with and provided for under City of Federal Way City Codes and Comprehensive Plan, and with all other applicable codes, policies, and development regulations. The provision of sanitary sewer service and an outlet for storm drainage are necessary for the development of a site. Connection to the existing sanitary sewer line and regional detention facility, through a wetland/stream buffer, is in the interest of the public health, safety, and welfare. (4) The streets and utilities in the area of the subject property are adequate to serve the anticipated demand from the proposal. MADRONA PLANNING & DEVELOPMENT SERVICES DATE: JUNE 19, 2002 PAGE 10 Urban services are available to the site, and the applicant will be required to obtain the necessary service extensions at the time of construction. (S) The proposed access to the subject property is at the optimal location and configuration for access. The site has access to one existing and one future public right-of-way and the location of the proposed driveway is at the optimal location and configuration for access. VIII. FINDINGS OF FACT AND CONCL USION A. Findings of Fact Based on analysis of the proposed action, the environmental record and related decision criteria, the Department of Community Development finds that: 1. The project involves the installation of approximately ninety (90) feet of sanitary sewer line across the wetland buffer to connect to the existing sewer line at an existing manhole in the gravel road. Approximately 250 feet of storm drain line and one manhole structure will be located parallel to the wetland in the outer portion of the wetland buffer. Finally, 120 feet of storm drain line will be installed across the wetland and stream buffer, with the installation of one manhole and one outfall structure. Thirty (30) foot construction corridors, centered over the pipes will be required to provide access for equipment such as backhoes and/or trackhoes and areas for the temporary stockpiling of materials such as piping. The construction activities will be limited to the pipe corridors and of relatively short duration. Total disturbed area equals approximately 10,080 square feet. 2. The existing buffer area exists in a graded, filled and highly degraded state, which provides limited buffer functions and value. The site is colonized with predominantly non-native invasive species such as Scotch broom. 3. Upon completion of the installation and connection of the sanitary sewer and storm drainage facilities, preconstruction grades and contours will be restored and all disturbed areas will be hydroseeded to stabilize exposed soils. In addition, native shrub species will be established at the outer perimeter of the wetland buffer in a strip fifteen (15) feet wide and approximately 170 feet long. The slope area currently supports only grasses. Restoration of the slope will be limited to hydroseeding. Finally, disturbed areas of the gravel road will be re -graveled. The buffer restoration plan includes irrigation of the plantings, a five-year monitoring MADRONA PLANNING & DEVELOPMENT SERVICES DATE: TUNE 19, 2002 PAGE 11 schedule and a performance bond consistent with the requirements of the Code to ensure the survival and success of the proposed restoration. 4. A Determination of Non -Significance was issued for the project on November 21, 2001. This determination is incorporated by reference as though set forth in full. 5. A Process III Project Review decision was issued by the Director of Community Development Services on May 28, 2002. As proposed, the site plan is consistent with the Process III requirement, subject to the review of the stream and wetland buffer intrusion. The project was Conditionally Approved and is subject to the following condition: Prior to issuance of a construction permit, the decision of the Federal Way Hearing Examiner related to the proposed wetland buffer intrusion must be final. If the proposed buffer intrusion is not approved, the applicant must revise the site plan consistent with the Hearing Examiner's decision, for review and approval by the Department of Community Development prior to the issuance of a construction permit. No action can be taken based on this Process III decision until the decision of the Hearing Examiner on the wetland buffer intrusion becomes final. 6. The subject wetland is defined by the FWCC as a Category II wetland and the intermittent stream associated with the wetland is defined by the FWCC as a major stream. 7. Land surface modification, for the installation connection and installation of sanitary sewer and stormwater facilities will occur with the required 100 foot setback from a Category II wetland and a major stream. 8. A Wetland Delineation and Stream Identification Survey, prepared by Associated Earth Sciences, Inc, dated 10/2001; an ESA Listed Salmonids Checklist, prepared by Triad Associates, dated 5/16/02; and, a Wetland Buffer Restoration Plan, prepared by Associated Earth Sciences, Inc, dated 10/2001, were submitted for the project, and provide a discussion of the viability of the existing buffer and existing conditions. The report concludes that the present condition of the buffer area is poor, and the existing buffer contains mostly invasive, non-native species. This conclusion is supported by City review. 9. The applicant's site plan incorporates design strategies to limit intrusions into the required buffers. Construction impacts to the buffer areas will be limited and of short duration. Upon completion of construction, disturbed MADRONA PLANNING & DEVELOPMENT SERVICES DATE: JUNE 19, 2002 PAGE 12 areas will be returned to their pre -construction state and in some cases enhanced with native vegetation. 10. Proposed development of the site will be required to comply with all applicable FWCC codes and policies, and all development standards pertaining to stormwater quantity, quality, and erosion control; which will ensure no adverse impact to drainage or storm water retention capabilities, unstable earth conditions or erosion. 11. The proposal is consistent with the applicable decision criteria contained at FWCC 22-1312, Intrusions into setbacks, FWCC 22-1359, Structures, improvements and land surface modification within regulated wetland buffers, and FWCC 22-445, Process IV Review. B. CONCLUSION The proposed intrusions in the subject wetland and stream buffer are consistent with the applicable provisions of the FWCC as indicated above. No conditions are necessary because the applicant has proposed a restoration plan which includes performance standards, irrigation and monitoring to ensure the survival of the plantings, and bonding consistent with the provisions of the Code. LIST OF EXHIBITS A: Vicinity Map; B: Preliminary Grading, Utility and Channelization Plan, prepared by Triad Associates, dated 5/16/02; C: Wetland Delineation and Stream Identification Survey (including site photos), prepared by Associated Earth Sciences, Inc., dated 10/2001; D: ESA Listed Salmonids Checklist, prepared by Triad Associates, dated 5/16/02; and, E: Wetland Buffer Restoration Plan, prepared by Associated Earth Sciences, Inc, dated 10/2001. MADRONA PLANNING & DEVELOPMENT SERVICES DATE: TUNE 19, 2002 PAGE 13 Z81 Image Map Page Page 1 of 1 9 IV Peraels + 11 C1y Omed PmP*Ay P%b4 SOhc l We4�nds' {S i Ell LJ �� PNS* Traw {Cgy & SLOW Common Area TNs maA Is aocompar&d Gy ro wnWIUIE-a, ertd is atrrPIY a_ ? reT r Zoning ny !�{ f/�ap 81 �� g NE 20-G -04 � �" �� r�F ELT fPAG NE quarter of Kroll 736 WA n r '': �+ Return to Zonin Index -� ri �• 1 m E m 0 o. $. C) Description of Zoning Designations 'S"W:19W Ctf 9osrrdww � epprvakr4& and idmal areas A doft,TheshNOTaerdsfluldfWU surer• e.i. L..ti n of =n ketures Is nrA mA Seale: 0 250 500 Feet and nw.idfsrtjresace slawn- EXHIBIT http://viww.ci.federal-way.wa.us/gis/zoning/z8l .htm PAGE-1 --� 6/11/2002 T w r C� XQ w CL 'TRIAD Z o 0 ` O 5 O A N O � o LU Q u a 4 Q 3 W I 1 �r I nsIsI 4tI 1 tl i` tl ° Fri It �T� ° R@S�dG96CiGCA tl �� 1 � x�ihTmai rsiuTr�i6i "fafYL� �r.aex�o� nwp err �yiEf y� °y sAAn N9 iR r� I ress cm ,o ref a n 99-355 ern 3.4 I mm �� a x Associated Earth Sciences, Inc. r WETLAND DELINEATION AND STREAM IDENTIFICATDN SURVEY U-HAUL SITE Federal Way, Washington Prepared for: U-haul International Project No. KBO1111A August 24, 2001 Corporate Office • 911 Fifth Avenue, Suite 100 • Kirkland, WA 98033 • Ph x 42S 827-5424 West Sound Office • 179 Madrone Lane North • Bainbridge Island, WA 98110 • 9370 • Fa 9;38 Wetland Delineation and Stream Identification Survey U-I3AUL SITE Federal Way, Washington Prepared for: U-haul International 2727 North Central Avenue PO Box 21502 Phoenix, AZ. 85036-1502 Prepared by: Associated Earth Sciences, Inc. 911 5' Avenue, Suite 100 Kirkland, Washington 98033 August 24, 2001 Project No. KBO1111A Pe r Super Staff Biologist/Wetlands lJL l��l/ JueociaLtie htABiologist/Wetlands EXH1BI SAGE? �F -4c U-haul Site Federal Way, Washington Wetland Delineation and Stream Identification Report TABLE OF CONTENTS Page 1.0 2.0 3.0 INTRODUCTION..................................................................................I...1 PROJECT SITE DESCRIPTION....................................................................1 METHODS..............................................................................................4 3.1 Literature Review.................................................................................4 3.2 Wetland Delineation Survey.....................................................................4 3.3 Stream Identification Survey.................................................................... 5 4.0 SURVEY RESULTS.................................................................................... 4.1 Literature Review.................................................................................5 4.2 Survey Results.....................................................................................6 Overview..... 5 .......................................................................................6 WetlandA ..........................................................................................6 StreamA ............................................................................................7 Upland...............................................................................................8 5.0 6.0 7.0 8.0 HABITAT FUNCTION AND VALUE............................................................9 5.1 Aquatic Habitats...................................................................................9 5.2 Upland Habitats.................................................................................. REGULATORY OVERVIEW .......................... :........................................... 6.1 Local Regulations............................................................................... SUMMARY........................................................................................... REFERENCES........................................................................................ 10 10 10 11 12 LIST OF FIGURES Figure1. Vicinity Map..................................................................................2 Figure 2. Wetland and Stream Habitats.............................................................. 3 LIST OF APPENDICES Appendix A. Project Site Photos Appendix B Wetland Delineation Datasheets Appendix C Definitions for Categories of Wetland Plant Indicators Appendix D Soils Information Appendix E Published Inventory Maps 1) National Wetlands Inventory Map (USFWS 1980) 2) City of Federal Way Wetland Inventory Map and Field. Form 3) WDF (1975) Publication 4) King County Sensitive Areas Map Folio August 24, 2001..Y.,.a-g- e- 1 PPS/da -K601111A1 projects0001111kbl%p - WT PAGELl U-haul Site Federal Way, Washington Wetland Delineation and Stream Identification Report 1.0 INTRODUCTION In January 2001, U-HAUL International (U-haul) retained Associated Earth Sciences, Inc. (AESI) to conduct a wetland delineation and stream identification survey of an 8.27-acre parcel (hereafter referred to as the "project site") located at 34001 Pacific Highway South in Federal Way, Washington. As a result of a February 27, 2001 field effort, a wetland and stream complex part of the Kitts Corner Regional Detention Facility was identified within approximately the western third of the project site. Likewise, a constructed detention pond and associated constructed swale were identified within the central portion of the project site. On - site development activities fall under the local jurisdiction of the City of Federal Way (Federal Way). Wetland and stream classification and buffer criteria applicable to the project site are based on the policies contained within Chapter 22, Article XIV, Environmentally Sensitive Areas of the Federal Way City Code (FWCC). This report has been prepared in conformance with the criteria established under Chapter 22-1356(b) of the FWCC to provide a discussion of existing conditions within the project site and a summary of the wetland delineation and stream identification survey results conducted by AESI staff. 2.0 PROJECT SITE DESCRIPTION The project site is located in the northeast quarter of Section 20, Township 21 North, Range 5 East, King County, W.M. within the upper third of the Hylebos Creek basin (Figure 1). The project site is bound by Pacific Highway South (State Route 99) to the east, undeveloped parcels to the north, and commercial and light industrial businesses both to the west and south. The eastern and central portions of the project site generally slope at an approximate 2 percent grade to a constructed swale located approximately 500 lineal feet west of Pacific Highway South which subsequently discharges to a surface water detention and/or erosion control facility generally located off -site to the north (Figure 2; Appendix A, Photo 1, Photo 2, and Photo 3). Immediately west of the swale and surface water detention facility, topography within the project site transitions via a moderately steep constructed sloped area (approximately 30 percent) to the Kitts Corner Regional Detention Facility (Figure 2; Appendix A, Photo 4 and Photo 5). The constructed swale and surface water detention facility discharge to the Kitts Comer Regional Detention Facility via a flow control structure and associated subsurface Piping - A single billboard located in the northeastern comer of the project site exists as the only above grade structure within the eastern and central portions of the project site. A gravel access road located off -site extends west from Pacific Highway South generally paralleling the northern property boundary before connecting to an on -site gravel access road located immediately west of the moderately steep constructed sloped area of the project site (Figure 2; Appendix A, Photo 6). The on -site gravel access road extends from the northern property boundary to the M August 24, 2001 --ASSUWRrru ."Itr at-Jr-11.a, PPS/da - KBO1111A1 -projects 12001111lkblwp- W2 A +�E [T 0 a e 1 THt/NN MET 19' P®kd9ntaTOP0101998 W]di lb—Pmd'+'tives(waw.topo.com) T FIGURE 1 Associated Earth Sclencas, Inc. VICINITY MEXH I B IFEDERAL WAY 1 ® ® ® FEDERAL AY, WAAMIE//��,- QE ` "TE 8/01 0 KITTS CORNER REGIONAL DETENTION FACILITY —I, R >A Me 7, IONG COUNTY TM ACCOUNT zoNco: misNess-couuur+n Ilu.+s till $ 1 ! 1 III 1 / t£I-IIr I i / r 1 / 1 � 1 1 nl •�: F- s LEGEND 1-1 P Wetland boundary flag N SP-1 P Wetland sample plot — — — — — — Wetland boundary f e �e as I� � REFERENCE: TRIAD ASSOCIATES, INC. Associated Earth Sciences, Inc. WETLAND AND STREAM HABITATS FIGURE 2 LI-HALIL SITE GATE a/01 FEDERAL WAY, WASHINGTON PROJECT NO. KE01111A U-haul Site Federal Way, Washington Wetland Delineation and Stream Identification Report southern property boundary in generally a north/south orientation and then extends west approximately 250 lineal feet before continuing off -site to the south. Existing gravity sewer mains and associated appurtenances are located within the on -site gravel access road. The portion of the Kitts Corner Regional Detention Facility located within the project site consists of two large surface water flow conveyance attenuation and treatment cells. The eastern cell includes a. constructed wetland and stream complex (Wetland A and Stream A, respectively) and extends off -site to the north. The western cell contains one large open water treatment cell which extends off -site to the south. Within the project site, the eastern cell maintains a 36-inch diameter concrete culvert, which discharges into the western cell, and a 27-inch diameter concrete culvert, which discharges to a riparian corridor located off -site to the south. 3.0 METHODS 3.1 Literature Review As part of this wetland delineation and stream identification survey, the Soil Survey: King County Area, Washington (Snyder et al. 1973) and Hydric Soils of Washington State (U.S. Department of Agriculture [USDA] 1988) were referenced to gather previously documented information on soils present within the project site. Additionally, applicable wetland inventory maps such as the Federal Way wetland inventory maps and the U.S. Fish and Wildlife Service's (USFWS) National Wetland Inventory (NWI) quadrangle map for the local area were referenced to determine the existence of previously identified wetlands within the project site. Likewise, the Washington State Department of Fisheries' (WDF 1975) A Catalogue of Washington Streams and Salmon Utilization was referenced to determine the documented presence of stream habitats and historic fish use within the project site. 3.2 Wetland Delineation Survey The February wetland delineation survey was conducted using the methodologies defined in the U.S. Army Corps of Engineers (COE) Wetland Delineation Manual (COE Technical Report Y- 87-1) and the 1997 Washington State Department of Ecology (Ecology) Washington State Wetlands Identification and Delineation Manual. Sample plot locations and delineated wetland boundaries were flagged in the field and each marker was identified with the survey date and point reference. The delineated wetland boundaries were located and surveyed by a professional surveyor and the identified aquatic resources within the project area are presented on Figure 2 included in this report. Within the vicinity of the delineated wetland, plant species were identified and percent coverage per species was estimated in 5 percent increments for overstory, understory, and herbaceous layers within each non-random, 5-meter radius plot sampled during the survey. August 24, 2001 PPS/da - KBOI /!!A! projects12001111 Mblwp- W2 PAGE —a-0 �yage 4 L� l U-haul Site Federal Way, Washington Wetland Delineation and Stream Identiflcation Report Standard wetland delineation forms used to record the information collected at the sample plots are included in Appendix B of this report. Plant species were classified according to moisture tolerance and placed in one of the following categories: obligate wetland (OBL); facultative wetland (FACW); facultative (FAC); facultative upland (FACU); or obligate upland (UPL) (Appendix C). The National List of Plant Species that Occur in Wetlands: Northwest (Region 9) (Reed 1988) and Supplement to the National List of Plant Species that Occur in Wetlands: Northwest (Region 9) (Reed 1993) were referenced to determine plant species indicator categories. If greater than 50 percent of the dominant plant species at a sample plot was OBL, FACW, or FAC, the vegetation was considered to be hydrophytic. Vegetation communities were classified according to the USFWS wetland classification system (Cowardin et al. 1979). In addition to vegetation, information on soils and hydrology was also collected during the wetland delineation survey. Soils were inspected at each sample plot and along the delineated wetland boundaries in hand -dug soil pits 15 to 20 inches deep. At each sample plot, soil texture, matrix color, presence of mottles or gleying, and saturation levels were recorded. Soil and mottle colors were determined through the use of the Munsell Soil Color Charts (GretagMacbeth 1998). Additionally, hydrologic indicators, including drainage patterns, presence of surface water, depth of ground water, and evidence of inundation (i.e., drift lines, water marks, oxidized root zones, etc.) were also noted at each sample plot. The soils and hydrology information collected at each sample plot is also presented on the standard wetland delineation datasheets (Appendix B). Locations of recorded sample plots are provided on Figure 2 of this report. 3.3 Stream Identification Survey The February stream identification survey assessed the project site for potential aquatic habitats satisfying the criteria for regulated streams established in Chapter 22, Article XIV, Environmentally Sensitive Areas of the FWCC. General habitat characteristics of identified stream habitats were noted; however, no electrofishing or other methods to determine the presence or absence of fisheries resources were utilized during the field effort. 4.0 SURVEY RESULTS 4.1 Literature Review The Poverty Bay Quadrangle of the Soil Survey: King County Area, Washington (Snyder et al. 1973) identifies the occurrence of a narrow band of Norma sandy loam (No) surrounded by Everett-Alderwood gravelly sandy loam, 6 to 15 percent slopes (EwC) within the project site. Norma soil associations are classified as hydric (wetland) and Everett-Alderwood soil associations are classified as non-hydric (non -wetland) by the USDA (1988). Complete soil descriptions and soil survey maps for the project site are presented in Appendix D of this document. C August 24, 2001 PPS/da - KB01111A1 -projects 120011111kb1wp- %2 PAGE g ORL 5 4 1 U-haul Site Federal lVgy, Washington Wetland Delineation and Stream Identification Report The NWI - Poverty Bay Quadrangle (USFWS 1980) identifies small palustrine, aquatic bed, permanently flooded and riverine, aquatic bed, permanently flooded wetland habitats occurring within or immediately adjacent to the project site. Federal Way identifies the presence of one palustrine scrub -shrub wetland (Federal Way Wetland No. 20-21-04-84) and one stream (West Branch of Hylebos Creek) within the project site. Federal Way documents the identified wetland as a "created WL [wetland] with numerous hydrologic modifications - standpipes, etc.". Copies of the NWI map and Federal Way wetland inventory maps/field forms applicable to previously documented aquatic resources within the project site are included within Appendix E of this document. Stream A exists within the Hylebos Creek drainage of [Water Resource Inventory Area] (WRIA) 10, Lower Puyallup River Basin. The presence of stream habitats within the project site is not noted in A Catalogue of Washington Streams and Salmon Utilization, Volume I (WDF 1975). However, the King County Sensitive Areas Map Folio (SAMF; 1990) identifies the presence of one Class 2 stream (with salmonids) within the immediate vicinity of the_ project site. This stream is identified as unclassified within the project site and splits into two streams immediately upstream of the project site. The WDF (1975) publication identifies the historic use of Hylebos Creek (WRIA 10-0006) by coho salmon (Onchorhynchus kitsutch) and chum salmon (Onchorhynchus keta). Copies of the WDF publication and the King County SAMF are also presented in Appendix E of this report. 4.2 Survey Results Overview A palustrine emergent, palustrine scrub -shrub, and palustrine open water wetland complex (Wetland A - City of Federal Way Wetland No. 20-21-04-84) and one stream (Stream A - West Branch Hylebos Creek) were identified in portions of the eastern cell of the Kitts Corner Regional Detention Facility located within the project site (Figure 2; Appendix A, Photo 7). Stream A drains from the north and enters the Kitts Corner Regional Detention Facility via surface water collection and conveyance facilities, then subsequently flows through Wetland A in a heavily modified channel (Figure 2; Appendix A, Photo 8 and Photo 9). In addition, a surface water detention pond and associated swale were identified within the central portions of the project site; however, because of their artificially constructed nature in upland soils, these facilities were not documented as aquatic resources (Figure 2). Wetland A Vegetation Dominant woody vegetation observed within the documented portion of Wetland A includes red -osier dogwood (Cornus stolonifera) and red alder (Alnus rubra). Locally abundant woody vegetation observed within open water components of the wetland includes willow (Salix spp.). August 24, 2001 PPS/da - KB01111A1 -projects 12001111 1kblwp- %2 pAGEi 2 0�age 6 41 U-haul Site Federal Way, Washington Wetland Delineation and Stream Identification Report Dominant herbaceous species observed within the documented portion of Wetland A include soft rush (Juncus effusus), sedge (Carex sp.), narrowleaf cattail (Typha angustifolia), common velvetgrass (Holcus lanatus), and orchardgrass (Dactylis glomerata). Other locally abundant herbaceous species observed include reed canarygrass (Phalaris arundinacea) and small -fruited bulrush (Scirpus microcarpus). Observed species density and distribution are consistent with those expected of constructed wetlands (e.g., closely clumped individuals of similar species at non-random spacings, etc.). Soil Soil matrix colors observed within excavated pits of the documented portion of Wetland A were generally very dark gray (10YR 3/1) to dark grayish brown (10YR 3/2) to grayish brown (10YR 5/2) to brown (10YR 5/3) on the Munsell Soil Color Charts (GretagMacbeth 1998). Soil textures ranged from sandy loam to sand with a variable gravel component in all excavated pits. Hydrology Indicators of wetland hydrology observed within the wetland include open water, free-standing water at 16.5 inches from the soil surface in excavated soil pits, surfacial saturation of soils, oxidized live root zones, and soil concretions (reddish brown [5YR 4/6] on the Munsell Soil Color Charts (GretagMacbeth 1998]). Seasonal shallow ground water, overland flows associated with Stream A, and direct precipitation exist as the major hydrologic sources supporting this wetland. However, because Wetland A is part of the Kitts Corner Regional Detention Facility, the hydroperiod of Wetland A is strongly influenced by the flow collection, detention, and conveyance properties of the Kitts Corner Regional Detention Facility. Stream A As a result of the February 27, 2001 field effort, one intermittent stream (Stream A - West Branch Hylebos Creek) was identified within the project site. Stream A enters the Kitts Corner Regional Detention Facility approximately 200 lineal feet north of the project site via a large concrete flume structure, stormwater manhole, and a 24-inch diameter concrete culvert. During the field effort, less than approximately 2 cubic feet per second (cfs) was observed flowing into the upstream end of the 24-inch diameter concrete culvert. No flow was observed entering the large concrete flume. Riparian habitats observed upstream of the Kitts Corner Regional Detention Facility consist of a young deciduous forest dominated by Pacific willow (Salix lasiandra), red alder, and red - osier dogwood (Appendix A, Photo 10). A mixed -aged stand of Douglas fir (Psuedotsuga menziesii), western redcedar (Thuja plicata), red alder, and bigleaf maple (Acer macrophyllum) and a mature even -aged stand of Douglas fir were documented to the east and west, respectively, of the off -site Stream A riparian corridor located to the north of the project site. G August 24, 2001 PA �� E�TN 5 S, INC.41 PPS/da - KBOMIAI-projects120011111kblwp- W2 t.�.5��. U-haul Site Federal Way, Washington Wetland Delineation and Stream Identification Report Upon entering the Kitts Corner Regional Detention Facility, Stream A flows through Wetland A in a constructed stream channel. At the time of survey, the wetted width of the documented portion of Stream A ranged from approximately 6 feet to 15 feet wide. Stream A maintained a depth of standing water ranging from 5 inches to 3 feet deep. Streambed substrate consisted primarily of silts and sands underlain by an unknown compacted fill material. Instream cover within the project site was variable, with cover consisting primarily of overhanging vegetation estimated to provide approximately less than 5 percent to 80 percent coverage during the growing season. When present, overhanging vegetation consisted of primarily young red alder, willow, soft rush, and small -fruited bulrush. Within the project site one log weir was documented within Stream A (Appendix A, Photo 9). Less than 1 cfs was observed passing over the weir and approximately 10 lineal feet of quarry spall rock within the channel of Stream A was exposed immediately downstream of the observed weir. An additional weir was documented within Stream A immediately north of the project site Stream A flows from the palustrine open water component of Wetland A via a 36-inch diameter concrete culvert and a 27-inch diameter concrete culvert. The 36-inch diameter concrete culvert discharges into the large western treatment cell of the Kitts Corner Regional Detention Facility. The 27-inch diameter concrete culvert discharges off -site into what appears to be the original stream channel of Stream A. On the day of the site visit, standing water was observed within the 36-inch diameter concrete culvert; however, the invert elevation of the 27- inch diameter concrete culvert existed above the observed water surface elevation of the open water component. In addition, a steel plug has been installed in the 27-inch diameter concrete culvert to prevent surface water from flowing to downstream habitats via the 27-inch diameter culvert. The western treatment cell of the Kitts Comer Stormwater Detention Facility discharges off -site via a 5-foot diameter concrete culvert to what appears to be the original channel of Stream A (located approximately 150 lineal feet south of the project site). Sparse mature black cottonwood (Populus trichocarpa) and moderately dense pole size red alder occupy forested riparian habitats of Stream A downstream of project site (Appendix A, Photo 11) Upland Upland habitats of the project site generally include the constructed sloped areas of the project site adjacent to Wetland A, gravel access roads within the Kitts Corner Regional Detention Facility, and the relatively flat central and eastern portions of the project site. Locally abundant species observed in upland areas immediately adjacent to Wetland A include young red alder, Pacific ninebark (Physocarpus capitatus), orchardgrass, bentgrass (Agrostis spp.), redtop (Agrostis gigantea), and fescue (Festuca spp.). Soils observed within excavated pits adjacent to Wetland A were generally dark yellowish brown (10YR 3/4, 10YR 3/6) to brown (10YR 5/3) to pale brown (10YR 6/3) sandy loam to sands with a variable gravel component. Standing water and/or other indicators of wetland hydrology were not observed within soil pits excavated in areas that were determined to support upland habitats. ,A FM OJIM11 T G August 24, 2001 PPS/da - KB01111A1-projects 120011111Ablwp- W2 P A G C , O E? age 8 4 U-haul Site Wetland Delineation and Stream Identification Report Federal Way, Washington Soils observed within excavated pits of the constructed Swale. were generally grayish brown (10YR 5/2) to light brownish gray (10YR 6/2) to light gray (10YR 7/2) to very pale brown (10YR 7/3) sands with a variable gravel component its of hemgwater Constructedd swag lhvwevercators f wetland hydrology were not observed in excavated p standing water was observed within the detention pond to a maximum depth of 2 feet. Scotch broom (Cyttsus scoparius) and grass communittewtypical abservedsturbed within thend habitats Swale and areas Agrostts spp., Lolium spp. Festuca spp., etc.) surrounding the detention pond. Young Sitka willow (Sal ix sitchensis) and Pacifc willow were observed in the detention pond. 5.0 HABITAT FUNCTION AND VALUE 5.1 Aquatic Habitats Documented portions of Wetland A and Stream A exist as lligtil modified aquatic resour fine - � D terms of habitat structure as well resentecies w'thmdiversity wetlandrichness. d playedwrobust manyof herbaceous and shrub species p characteristics, species density (i.e., low to moderate), and distribution (i.e., nonrandom spacing of individuals of similar species) within Wetland A are characteristic of anthropogenic origins. The presence of robust vegetative characteristics e wetland. also Howedvlerteas the Wetpland Aeand of adequate hydrologic and nutrient sources within Stream A exist within an eastern cell of the Kitts inflow water Cornerquality u lgty and the flow collection, ional Detention Facility, hydrology and water quality are controlled by the q detention, and conveyance properties of the Kitts Corner Regional Detention Facility. As Wetland A and Stream A are within the Kitts Corner Regional Detention Facility, surface water control, as well as pollution and erosion control properties, with regard to downstream aquatic habitats is good to excellent. Avian use of Wetland A within the project site would be rated as high. On the day of the site visit, American robin (Turdus rnigratorius), bufflehead (Bucephala albeola), gulls (L.arus sp.), Canada geese (Branta canadensis), mallard (Arras platyrhynchos), and belted kingfisher (Ceryle alctyon) were observed in portions of Wetland A located primarily within the western treatment cell of the Kitts Corner Regional Detention Facility. Other fish or wildlife use of Wetland A and/or Stream A, either through direct observation or indicators of presence (i.e., scat, nests, redds, etc.), within or adjacent to Wetland A and/or Stream A were not observed. Fish utilization within documented portions of Stream A is likely limited by the modified hydrology of the Kitts Corner Regional Detention Facility and probable migrational barriers presented by the inlet and outlet structures of the detention facility. RTH sQENCES, INC. August 24, 2001 G PPSIda - KBOIIIIAI-projecls12001 III 1Wwp- W2 PAGE I L 0F U-haul Site Wetland Delineation and Stream Identification Report Federal Way, Washington 5.2 Upland Habitats Stream and wetland buffer areas within the project site have been highly modified due to historic anthropocentric disturbance activities. Buffer areas d adjacent dj ce to othe eastern edge itral Wetland A consist of a gravel road, steep sloped area, an plateau project site. Although, a small quantity of native vegetation �(i. ., pacific e[ red A, buffer red habitatsalder, P J etc.} is located immediately adjacent to the eastern boundary support primarily grass communities within the steep sloped areas and dense to Buffer habitat atchy stands PP of Scotch broom within the central and eastern portions o project characteristics provide limited cover, refuge areas, and food shade caources bir natp e wild dlife species. Likewise, detrial a and nutrient input potential as well P by buffer areas with respect to the adjacent aquatic environments is severely limited. 6.0 REGULATORY OVERVIEW 6.1 Local Regulations Under FWCC, Wetland A would be classified as a Category acre i11 n and maintains two 1357[a][2]). Wetland A, m its entirety, is greater than wetland classes with neither class dominated by non-native invasivespecies. F) supports this wetland wetland inventory field form for Wetland No. 20-21-04-84 (Appendix cate orization. Structures, improvements, and land surface ha ar 22 13 7(b)(2) o the FWCC g regulated wetlands pursuant to FWCC Chapter 22-1358. P re requires the establishment of a standard buffer of 100 feet from 2 1359 b) and wetlands.ategory H wetland buffer q buffer averaging may occur pursuant to FWCC Chapter Likewise, installation of reductions may occur pursuant ut� es wd otphter er public 5improvements may occur within essential public facilities, public wetland buffers pursuant to FWCC Chapter 22-1359(c). Drainage facilities (i.e., surface water engineered ponds, drainage ditches, etc.) that are designed to impound or convey water 6 if following purpose are not considered regulated wetlands under FWCCsuch facilities are constructed in conditions apply: 1) such facilities are human created; 2) uplands; 3) such facilities are actively operated; 4) wetland lons were have not expadd or beyond the originally constructed facility; and 5) suchfacilities constructed as a requirement to mitigate previous wetland impacts. Under FWCC, Stream A would be classified as a major stream (FWCC Chapter 22-1). While the resence or absence of fisheries within portions of Stream H located lebos Creek which maintains P was not been determined by AESI, Stream A is a tributary to yblockages occur historic populations of coho and chum salmon. No knownthe P ro ectlsP ermanent eChapter 22- 3 06(a)(1) within the Stream A or Hylebos Creek downstream o Jfrm the re q uires the establishment of a 100-foot setback, measured hor public cofacilitieso public ordinary d lit e, and water mark, for a major stream. Installation of essential pub ASSOCIATED EARTH SCIENCES, INC. August 24, 2001 C V H i T C� Page 10 PPS/da - KBOIIIIAI-Projects1200lllllkblwp- � GI, PAGE_,�,_4 U-haul Site Federal Way, Washington Wetland Delineation and Stream Identification Report other public improvements may occur within stream setbacks pursuant to FWCC Chapter 22- 1312(a). Other permitted intrusions into an established stream setback can occur pursuant to Chapter 1312(b) and Chapter 1312(c) of the FWCC. 7.0 SUMMARY A February 2001 wetland delineation and stream identification survey identified the presence of a wetland and stream complex (Wetland A - City of Federal Way Wetland No. 20-21-04-84 and Stream A - West Branch Hylebos Creek) located on -site at 34001 Pacific Highway South in Federal Way, Washington. This complex is part of the Kitts Corner Regional Detention Facility and extends off -site to the north and south. Under FWCC, Wetland A is classified as a Category II wetland requiring a 100-foot buffer and Stream A is classified as a Major Stream, requiring a 100-foot buffer. Likewise a surface water management pond and associated swale constructed in upland soils were identified within the central portion of the project site; however, these features are not regulated as environmentally sensitive areas under the Federal Way City Code. As part of the overall landscape, the identified aquatic resources provide water quality, floodwater storage, and avian habitat functions. PXHIBI August 24, 2001 Mot Er{R��1(. INC. PPSIda - KBOIII JAI projects12001111 ft l wp- W2 U-haul Site Federal Way, Washington Wetland Delineation and Stream Identification Report 8.0 REFERENCES Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deepwater habitats of the United States. U.S. Fish and Wildlife Service Publication FWS/OBS-79/31. Environmental Laboratory. 1987. Corps of Engineers wetland delineation manual. Technical Report Y-87-1, U.S. Army Corps of Engineer Waterways Experiment Station, Vicksburg, Mississippi. Federal Way, City of. Undated. Chapter 22, article XIV, environmentally sensitive areas. GretagMacbeth. 1998. Mansell Soil Color Charts. King County. 1990. Sensitive areas map folio. Reed, P.B., Jr. 1988. National list of plant species that occur in wetlands: Northwest (Region 9). U.S. Fish and Wildlife Service Biological Report 88(26.9). 89 pp. Reed, P.B., Jr. 1993. Supplement to the national list of plant species that occur in wetlands: Northwest (Region 9). 11 pp. Snyder, D.E., P.S. Gale, and R.F. Pringle. 1973. Soil survey: King County area, Washington. United States Department of Agriculture, Soil Conservation Service. Washington, D.C. United States Department of Agriculture (USDA). 1988. Hydric soils of Washington State. Soils Conservation Service (SCS). United States Fish and Wildlife Service (USFWS). 1980. National wetlands inventory (NWI), Poverty Bay quadrangle. Washington State Department of Ecology. 1997. Washington State Wetlands Identification and Delineation Manual. Publication 96-94. Olympia, Washington. Washington State Department of Fisheries (WDF). 1975. A catalogue of Washington streams and salmon utilization, Volume 1, Puget Sound region. Olympia, Washington. August 24, 2001 =67CIATED EAR 7'HSCIENCES, INC, d PPS/da - KB01111A1 -projects 12001111101vvp- W? PAGE f- 0Fae 12 APPENDIX A Project Site Photographs EXHIBIT G PAGES -OF 41 � -� '6 °�".��Igo' i;"-.+��•; � ''?. ,{;p Y• -�, •.� .v h'`�/ '#a+�r/.yS,'.c.��j,� J�• 1�} ?i&: F rye' :✓� . a_Yr �r5: ram, .� � �,-•-.�.•Y ;r. p�F q y Y�_� •�.� r •�;� y%. ��•`�, fir: ��'. i Y'•.—e. :F. ±~:, r• � "�_ y �. o1■ Mir A PHOTO 5 — KITTS CORNER REGIONAL DETENTION FACILITY (looking north from flow control structure [outlet from western treatment cell] located offsite) PHOTO G — EXISTING GRAVEL ACCESS ROAD AND WETLAND A (looking south from existing SSMH #1) EXHIBIT G PAGE-Z-0 fir..; ire yes F F �''�•IrM �. s' ! �!�1•qEJM; •�; �� ° � { {..iiihhh��sf� �gi�r�la �� ::T�' `�:� �� AA r PROPERTY EXHIBIT � DAnr. 2d nF r� PHOTO 9 — STREAM A, LOG WEIR, AND EXPOSED RIP -RAP LOCATED WITHIN PROJECT SITE (looking northeast) PHOTO 10 — STREAM A, UPSTREAM OF KITTS CORNER REGIONAL DETENTION FACILITY (looking north) EXH I B IT G PAGE �1 OF AMA,-: } S q tz •a.' i-- �• �L�..ti tics: •`_'.:�.�.'~.."a��'•, .�}��.ti 7 � .��M,�,�•:h.;��i . ,yam/;-"�:Y`":.''-';�-' - - -.. ��`��'� _ p •��is�M '�--.- a �i is �d,°��-•" •`� �� ; ��: •:�+ '� .. • 'r• •.! �... p,alJ.. \ -� ti: •. `' 7 Fes- - .� - L�ye�f�C�C� •_� •"ram+' �1 � T � yl - S^ �7�.''r; � -p � ••iYf -. � W-7k Wetland Delineation Datasheets EXH I B IT c PAGE —OF Az DATAFOR�►ti 1 (Reused) Routine Weiland Determination (WA State Wetland Delineation Manual or. 1987 Co is Wetland Delineation Manual) ' Project/Site: U- HAUL Date: rEt3 a.7, ico I' 3goot SAG, HW`/, S. (^ E�F_QAL WAY Applicant/owner. U_lip,V(, T►�TE2rtAT=onir4L County: KZN� C.OcrNTY Stale: W A Investieator(s): QETE &QPE?— SfF/R: Do Normal Circumstances exist on the site? no Community ID: L]P A b Is the site significantly disturbed (atypical situation)? -,Yes Traits: ID: Is the area a potential Problem Area.? yes to) Plat ID: Explanation of atypical or probi n area: VEGETATION (For strata, indicate T = tree: S = shrub; H = herb; V = vine) Dominant Plant Species Stratum % cover Indicator Dominant Plant S ecies Stratum % cover Indicator Rio At_t,rV— FAc. PACLF=c �LNEQAQ.K S ]O �c FAGUJ RE�•TO P H SO�o FAG 0 CdcoNr.^( 3E�TG H o 30 �o FA C_ 0r-GIVA&?-AS S H 1076 FACU HY DROPHYTIC VEGETATION INDICATORS: 0 % of dominants OBL, FACW, & FAC /� O Check all indicators that apply & explain below Visual observation of plant species growing in Physiological/reproductive adaptations areas of prolonged inundation/saturation — Wetland plant database Morphological adaptations Personal knowledge of regional plant communities Technical Literature Other (explain) Hydrophytic vegetation present? ves)no Rationale for decision/Remarks: r. S oo,.,TAj4A,i vrGr_rhrzonl N Y t�2o Pt� yrTG , Ivo% c _ HYDROLOGY v�'ater Marks: yes o Sediment Deposits: yes Is it the growing season? yes no Based on: soil temp (record temp ) on Drift Lines: yes no Drainage Patterns: yes no other (ex lain) - tm C o F Y — inches Oxidized Root (live roots) Local Soil Survey: yes no Dept. of inundation: Channels <12 in. ves no Depth to free water in pit: inches FAC Neutral: - yes (ED Water -stained Leaves ye fio Dept to saturated soil: — inches Check all that apply & explain below: Other (explain): Stream, Lake or gage data: Aerial hotoara hs: Other: Wetland hydrology present? yes Rationale for decision/Remarks: V L ` Oo 2NUrCAToiz S OF wCTLAntA S NkYOtrotoG tT_ �_ DATA FORM I (Revised) Routine Wetland Determination OVA State Wetland Delineation Manual or 1987 Cor nual) Date: FBQ Project/Site: U - H ^ vL ' 3N001 PAC-. S wy. S / Ft:DF_P_Ac.. WAY County: KtNU Cc7V.s�T�l _ Applicant/owner: V.NnuL �,vT�QN,gTIo,"�4L State: LJA Im'estigatar(s): P >� S vP F S/T/R: 5/ Tat N R SE no Community ID:- wrTt,�ND Do Ntnirtal Circumstances exist on the site. -. Is the site significantly disturbed (atypical situation)' yes ❑ Transect ID: Is the area a potential Problem Area' yes no Plot ID: a. Explanation of atypical or 2rob1cm area: VEGETATION (For strata. indicate T = tree: S = shrub: H = herb; V = vine) Dominant Plant Species Stratum % cover Indicator Dominant Plant S ecies Stratum % cover Indicator • ��o A�or=rz_ 60 FAC- s V -oSl=r_1Z_ s Po% FACW ASturrl� Sr-_oGc Fr 60G/a FAc- aK wi=tTFP_ SOFT RUSH N DLS% ' FACW • oR�t1AR-a GLASS (� SOo FACU Co m w+o ftJ %JF-L%JET-Cre- .SS S°�a FAe EWDROPH171C VEGETATION INDICATORS: % of dominants OBL, FACW, & FAC 66010 Check all indicators that apply & explain below: Visual observation of plant species growing in Physiological/reproductive adaptations areas of prolonged inundation/saturation Wetland plant database — Personal knowledge of regional plant communities Morphological adaptations Technical Literature Other (explain) Hydrophytic vegetation present? ces no Rationale for decision/Remarks: G6% ol= oorrr,JgNi vEGETATTo� rz HYpRoPNYrJ_C_ HYDROLOGY Is it the growing season" yes na Water Marks: yes on Based on: soil temp (record temp ) Drift Lines: yes o® other(explain) TIME ot= y� Dept. of inundation: inches Oxidized Root (live roots) Channels <12 i . ► no Sediment Deposits: yes Drainage Patterns: yes Q Local Soil Survey: yes no Depth to free water in pit: — inches FAC Neutral: a no Water -stained Leaves yes no Depth to saturated soil: inches Check all that apply & explain below:_ Other (explain): Stream, Lake or gage data: Aerial photographs: Other: Wetland hydrology present? yes no Rationale for decision/Remarks: So2L'swEIC _3SATv�/Tr9G I L0% jtBPAGE Eta t tyE RooT Zow�eS u�F_2E At_So ol;;Sr�uE4' DATA FORI'Vi 1(Revrsed) Routine Wetland Determination (WA State Weiland Delineation Manual or 1987 Corps Weiland Delineation Manual) Project/Site: 0 - IAA uc- 3y001 PAC-• NwY. S, , F£DE19_At. wA`I Applicant/owner: Z NTE'2 iu AT ro r" A C_ U-HAuc. Investieator(s): PP- - S v PE 9-' Do Normal Circumstances exist on the site? no Is the site significantly disturbed (atypical situation)' Yes Is the area a potential Problem Area? yes CED Explanation of atypical or problem area: VEGETATION (For strata, indicate T = tree: S = shrub; H = herb; V = vine) Dominant Plant Species Stratum 9c cover Indicator Dominant Plant ALCt,S_V_ I T , --c)%i FAG SOFT RUSH 11 .2d/o FAc 0 F4$gOm E G • St:pG E H yd�lp FAC or- u HYDROPHl'TIC VEGETATION INDICATORS: % of dominants OBL, FACW, & FAC 10a Check all indicators that apply & explain below: Date: County: k1:!tJ6- Coo"T'l State: WA S/T[R: S a o/ T -a- I N/ R -ITe Communitv ID: UX rL A n11] Transect ID: Plot ID: Stratum % cover Indicator Visual observation of plant species growing in Physiological/reproductive adaptations areas of prolonged inundation/saturation x Weiland plant database — Morphological adaptations - Personal knowledge of regional plant communities — Technical Literature Other (explain) — Hydrophytic vegetation present? i es no Rationale for decision/Remarks: too ,�,O C_ HYDROLOGY Water it the growing season? ves �e7 ater Marks: yes Sediment Deposits: yes Based on: soil temp (record temp ) on Drift Lines: yes n Drainage Patterns: yes tGo l` other(ex)lain) Try-f- Or- YV- - inches Oxidized Root (live roots) Local Soil Survey: yes � Dept. of inundation: Channels <12 in. ve no Depth to free water in pit: 16 5i1 ches FAC Net t al: - yes no 'JIA Water -stained Leaves yes© Depth to saturated soil: . o" inches Check all that apply & explain below: Other (explain): Stream, Lake or gage data: '- Aerial photographs: Other: Wetland hydrology present? yes no Rationale for decision/Remarks: soLLS W F-2E ot3SERUED �O �.31= SATt hr�P AT T14E Su1zVCHIWT STi�•1t�rti7[� Wh7 Rouc-li SGtxLb=zEfl CXVE Q�T zoN_a OUSFeVt�I ,_ APPENDIX C Definitions for Categories of Wetland Plant Indicators EXH I B IT G PAGE f3 OF t CATEGORY DEFINITION Obligate Plant almost always occurs (estimated probability of (OBL) occurrence > 99 percent) in wetland habitats under natural conditions. Facultative Wetland Plant usually occurs (estimated probability of occurrence (FACW) between 67 and 99 percent) in wetland habitats, but occasionally found in non -wetland habitats. Facultative Plant as equally likely to occur (estimated probability of (FAC) occurrence between 34 and 67 percent) in wetlands as in non -wetlands. Facultative Upland Plant usually occurs (estimated probability of occurrence (FACU) between 67 and 99 percent) in non -wetland habitats, but occasionally found in wetland habitats. Obligate Upland Plant almost always occurs (estimated probability of (UPL) occurrence > 99 percent) in non -wetland habitats under natural conditions. No Indicator Status Sufficient information to determine indicator status of this (NI) plant is not currently available. Positive Sign Plants more frequently found within the wetter range of (+) the category. Negative Sign Plants more frequently found within the drier range of the (-) category. EXHIBIT PAGES r)E 1 C APPENDIX D Soils Information EXHIBIT c PAGE -Z�2-QF L' �J� 3 - �'- '�'7V A Y naC :� :. • � ;� ¢;` ' J: AKC qo— `� «�• 'AKA � i _. �y '77isti{: 4,i •?-;�J� ._.ice-- ... -'• - - — _ ?DTiJ. "r ` '•F u'•',•rti'- •�, , i ,{ _ '1 T'n�1:� .. •. .- 1 .p ; a! +. .1-n-,?� <7 •.'•r. •' �' ' O "�� ::' 1 • Ys,•.• '•r•. Vim' �•, �' y� ��f+7 • . 'I.J' .!• ., "�7/:J!� 3 _ <.. _ - I. e'lyr.�.M11��" r� •' �� _"''• «l.� Ji �,_ .Sw..�.y YY +� r •7+� � _ is " - 1 'r �!'rF _ • } r . • .,3Bfr r .: } •gip is •�,�i�: - '~ - 7'..•.. 3'.- c 3 i- . Everofft r .l 'r`_fi ' `•�C :�• • 8 d'... AirpDrf : �, 0 4 r ��'G .« 4 (Y:'iK";4• �C •�' ii ' s. a= 4 'Zr , tr�iip'-'' , re�r, ,�F �� • • r `• , • � ' A�x,z._ ,y •� •.i � •. !. ; �• �',:� _ :, •t^ .` °e5' i . • �$ Ix. . rf; ;,s �Ami3 a �., �: , f't,.� h r. $. ;,� :x��' >, ti"•- rwG PROJECT _! '' '?; - �--------------- '..�- -��r. �.._ ;i, �_r _.;�,. Age . SIT : e r� 'wish �* f� ..• •r' Rya.:,• i• .. •1' _ - ^ �:�:,.. _ ��Ur .fr.�• .; �_: �v..� E: - i • Ur r �r74• "`. .zf Ev9 ' , ...•� ! �C ��! ,' . :�; a_4 ,rry r'• r �3. 21. Ew 4y sea •.. . • Ur o tip •. IS1 �'i� �' f • ii :'•Ahi�.::il all w —� �.._ .c'•ti: . LU�CQ • �� 1 ., i�r =--��. .368 l � ' V`$k - • sr� ff. It roe .s' �� 'IA{,$:!;� AgC "for v- TIL'i: 1. N 3 0 2000 a REFERENCE: U.S. DEPARTMENT OF AGRICULTURE, SOILS CONSERVATION SERVICE. 1973. SCALE IN FEET MEET NO. 15, KING COUNTYAREA, WASHINGTON (POVERTY BAY QUADRANGLE). �7 a Associated Earth Sciences, Inc. SOILS SURVEYU-HAUL SITEgXH APPENDIX D IBIT FEDERALWAYWASHIiDATE siol TON P KBO1111A �� and grass an valley floors in the v1-=inity of North Bend. Slopes are 0 to 3 percent. i annual pre- cipitation is 70 to g0 inches, and the mean annual temperature is about 50' F. The frost -free season is about 150 days. Elevation ranges from 400 to 500 feet. In a representative profile, the surface layer is ry dark grayish -brown to dark grayish -brown fine sandy loam that extends to a depth of about 34 inches. The underlying layers are black gravelly sand and gravelly sandy loam that extend to a depth of 60 inches or more. Edgewick soils are used for pasture. Edgewick fine sandy loam (Ed). --This soil is slightly convex or level. Areas are irregular in shape and range from 5 acres to more than 300 acres in size. Slope is less than 3 percent. Representative profile of Edgewick fine sandy loam, in pasture, 1,430 feet east and 1,000 feet south of the west quarter corner of sec. 15, T. 23 N., R. 8 E.: Ap--O to 9 inches, very dark grayish -brown (10YR 3/2) fine sandy loam, grayish brown (10YR •5/2) dry; weak, fine, granular structure; slightly hard, very friable, nonsticky, non - plastic; many roots; strongly acid; abrupt, smooth boundary. 8 to 11 inches thick. C1--9 to 34 inches, dark grayish -brown (2.5Y 4/2) and olive -.brown (2.5Y 4/4) fine sandy loam, grayish brown (2.5Y 5/2) dry; massive; soft, very friable, nonsticky, nonplastic; common roots; medium acid; abrupt, smooth boundary. 24 to 30 inches thick. IIC2--34 to 60 inches, black (5Y 2/2), stratified gravelly sand and gravelly sandy loam, grayish brown (2.5Y 5/2) dry; massive; soft, very friable, nonsticky, nonplastic; neutral. The C horizon ranges from dark grayish brown to olive brown. The content of gravel is as much as 10 percent in places in the A horizon and the Cl horizon. The IIC horizon, at a depth below 32 to 40 inches, ranges from dark grayish brown to black and from stratified sand to fine sandy loam that has gravel in some places. Soils included with this soil in mapping make up no more than 15 percent of the total acreage. Some areas are up to 10 percent Nooksack and Si soils; some are up to 5 percent Pilchuck soils, which occupy the natural levees along streams and the higher swells and undulations; some areas are up to 2 percent the poorly drained Puget soils; and some are 1 percent the poorly drained Seattle soils. Permeability is moderately rapid. The effective rooting depth is restricted by the gravelly sand substratum. There is a seasonal high water table at,a depth of 3 to 4 feet. Available crater capacity is moderately high. Runoff is slow, and the erosion hazard is slight. The hazard of stream overflow is moderate to severe. This soil is used for pasture. Capability unit IIIw-1; woodland group 2ol. 468-266 0 - 73 - 2 Everett Series i The Everett serieb is made up of somewhat exces- sively drained soils that are underlain by very gravelly sand at a depth of 18 to 36 inches. These soils formed in very gravelly glacial ❑utwash de- posits, under conifers. They are on terraces and terrace fronts and are gently undulating and mod- erately steep. Slopes are 0 to 30 percent. The annual precipitation is 35 to 60 inches, and the mean annual air temperature is about 50' F. The frost -free season ranges from 150 to 200 days. Elevation ranges from about sea level to 500 feet. In a representative profile, the surface layer and subsoil are black to brown, gravelly to very gravelly sandy loam about 32 inches thick. The substratum extends to a depth of 60 inches or more. It is multicolored black to gray very gravelly sand (pl. I, left) . - Everett soils are used for timber and pasture and for urban de4elopment. Everett gravelly sandy loam, 0 to 5 ercent dn!�i ery gently oil is on__terraces. Areas are irregular in shape and range from 5 acres to"more than 200 acres in size. Representative profile of Everett gravelly sandy loam, 0 to 5 percent slopes, in forest, 450 feet west and 250 feet north of the southeast corner of sec. 30, T. 22 N., R. 7 E.: 01--1 to 3/4 inch, undecomposed roots, twigs, and moss; abundant roots. 1 to 2 inches thick. 02--3/4 inch to 0, black (10YR 2/1),decomposed organic matter; abundant roots. 3/4 of an inch to 1 1/2 inches thick. Al--0 to 1 1/2 inches, black (10YR 2/1) sandy loam, gray (10YR 5/1) dry, massive; soft, very fri- able, nonsticky, nonplastic; many roots; slightly acid; abrupt, distinct boundary. 0 to 1 1/2 inches thick. B2ir--1 1/2 to 17 inches., dark -brown (7.5YR 3/4) gravelly sandy loam, yellowish brown (10YR 5/4) dry; massive; soft, very friable, non - sticky, nonplastic; many roots; slightly acid; clear, smooth boundary. 10 to 18 inches thick. B3--17 to 32 inches, brown (10YR 4/3) very gravelly sandy loam, pale brown (10YR 6/3) dry; massive; soft, very friable, nonsticky, nonplastic; many roots; medium acid; clear, wavy boundary. 8 to 18 inches thick. IIC--32 to 60 inches, black and dark grayish -brown (10YR 2/1 and 4/2) very gravelly coarse sand, gray, grayish brown, and brown (10YR 5/1 and 5/3) dry; single grain; loose, nonsticky, nonplastic; few roots; medium acid. The A horizon ranges from black to dark gray. The Bir horizon ranges from dark brown and brown to dark yellowish brown and the B3 horizon from brown to dark brown. The IIC horizon ranges from black and very dark brown to olive brown, and from very EXHIBIT_ c PAGE-1-1-OF 4 ` 15 gravelly coarse sand•to very gravelly loamy sand. Depth to the TIC horizon xanges•from 18 to 36 -tnches.:-- Som a areas are.ug to S percent included Alderwood soils, on the more rolling and unduk'ating.parts of the landscape; some -are about 5 percent therdeep;^ sandy. Indianola soils; and some are -upstoi25 peed nt Heilton very gravelly loamy. in mapping are areas where consolidated.. glacial till, 1' Alderwood soils, the presence of a consolidated substratum at•a depth of 7to..20 feet. 'This substratum is the same mate- rial as that in ,the Alderwood.soils. ,Some areas are up to S. percent included Norma, Seattle, and Tukwila soils,'all of which are poorly drained. Runoff, is slow to.medium, erosion edium, and the hazard is -slight to moderate. :. • •- Most of the acreage is used••fox timber. 'Capabil- ity unit VIs-1; woodland group 3f3.. which. character�.stiCally under yes is at a depth of• .5. to is feet. Permeapiiity is rapid.-. . The effective rooting. " Indianola Series - depth. is 60 :inches- or -more., .Availab•lc.-water capac•- ity,.'is :low. -.,Runoff- is slow, and -the erosion hazard The Indianola series is made up of somewhat is slight.. This sail is used for tam�rer and.gasturE and for excessivel�edrained � ozgtra ified glac al-drift..fe urban development. GapabiJity unit IVs-.I;:.a+�oodland Theses undulating•r-rolling, and hummocky soils are on 'percent. The snnual group terraces. 5_l:opes -are 0 to .30 is 30. •to 55 inches,,: and the mean '.The'frost- Everett; avelly sandy loam, S: ;to 15 eXCEnt. pregipitation annual air temperature •is, about 50'7 F_. !es (EvC) .--'ihi.s soil is rolling... preas.:are. and range ranges free season is irregular in shape, have a convex surface, to more than 200 acres_ in size.., , -Run-- from about sea leveloto11,000sfeetlevation profile-, the upper 30.. inches from 25 acres off is slow to medium, • and.he�rosavri hazardri's, In• a. representative is brown, dark. yek.lowis)i-brown, .and light olive - slight to moderate.. _S Soils' inclueti= with: this.' soil in mapping Make'"up underlain by brown ;loamy! fine sand.^ ;. of �0inches or mores thaT�e��ds to a dap no more than 25' percent of the total acreage. souse up to 5 percent Alderwaod_ soil's.,,. wh'irh. Sand . {p sails are used for'.timber and for urban areas are overlie eorisolidated glacial- till; some' axe. up `t..., - Indianola develn mez�t. P Neaiton ,very.griVeli)r',lo_amy, sand'; and -• 20 percent' some are aiiout 15 'percent included areas of Everett Indianola -loamy. £i.ne.'sand, -.4 to 15 ercent sla es soils where slopes are more gentle than' percent 1nC is undulating an roiling soil has convex { ).~- and where they are steeper thanispercent. -. Eve rett sail 'is used for timber, and pasture land terraces. Areeassrange fr me5rto moreg-than l 0-.acres in size. This' and for urban development; Capability unit.Vls-1; Representative profile.of_Indianola loamy fine feet dland group 3f3. d•4 to 15 pexcent slopes, in farest,.I,000 Everett avelly sandy loam, 15" �to 30' er . slopes_ (EV, .--This soil occurs as'long, narrow areas, mostly along dxainageways ox,oa short' lopes between terrace benches. •It is'similar to E�ferett gravelly sandy loam, 0 to 5 percent slopes, but in most places is stonier and more gravelly in make u Soils included with' this soil in mapping , p no more -than 30 percent of the total -acreage.. Some areas are up to, 10 percent Alderwo'vd soils, which overlie consoliated glacial till; -some are up to 5 percent the deep; sandy Indianola soils; some are - up to lfl:pircent Neilton very gravelly -loamy, sand; and some axe about 15 percent included areas of Everett soils where slopes are less than,15 percent. Runoff is medium to rapid,.and-the erosion hazard is moderate to severe. Most of the acreage is used for -timber. Capa- bility unit VIe-1; woodland group 3f2. Everett -Ali!) avelly sandy loams, 6 to 15 ercent slo es (EwC).--This mapping unit is about equal parts Everett and Alderwood sails. The soils are rolling. slopes are dominantly 6 to 10 percent, but range from gentle to steep. -Most areas are irregular in shape and range from 15 to 100 acres or morn in size. In areas classified as mapsEverett to soils, field examination and geologic 16 son, - west and•900.feet.south of the northeast corner o sec. 32, T•. 25 N.,-.R.-6 E.: OI--3/4 inch to 0, leaf -litter. :• 821ix-•-0..to.6 inches; brown (IOYR 4/3) loamy fine sand, brown (IOYR 5/3) dry; massive; soft,.. very .friable, nansticky, nonplastic; many roots; slightly acid; clear, smooth boundary. 4 to. 8' inches thick. lOYR 822ir--6 to 15 inches, dark yellowish -brown ( 4/4) loamy fine sand,'brown (I0YR.5/3) dry; massive, soft, very friable, nansticky, non- -plastic; common roots; slightly acid; clear, smooth boundary. 6 to 15 inches thick. C1--15 to 30 inches, light olive -brown (2.5Y 5/4) loamy fine sand, yellowish. brown (IOYR 6/4) dry; massive; soft, very friable, nansticky, nonplastic; common roots; slightly acid; gradual, smooth boundary. .12 to 17 inches thick. C2--30 to 60 inches, olive (5Y 5/4) sand., light brownish gray (2.5Y 6/2) dry; gle grain; loose, nonsticky, nonplastic; few roots; slightly acid. Many feet thick. There is a thin, very dark brown Al horizon at the surface in some places. The 8 horizon ranges EXHIBIT - PAGES �- I from -very. dark -,grayish brow' =,o brown and dark yellowish brown. The C hox_ n ranges from dark grayish',brown to pale olive and from loamy -fine sand to;.sand. Thin lenses of silty material are -at a depth -oft 4-to 7 feet in some places. - Soils -tuclud:ed with this soil in mapping make up no more than 25• percent of the total •acreage-. Some areas are up to 10 percent Alderwood soils, on the more i'olling,and undulating parts of the -landscape; some arei'up to.-8 percent the deep, gravelly Everett and•Neilton soils; some are up to 15 percent: Kitsap soils; which -have platy lake sediments.in the sub- soil; and -some -are up to 15 percent Ragnar. soils, which have a sandy substratum. permeability -:is rapid. The effective rooting depth.:is'%c aches or more. Available`water. capac- ity:is.moderate. Runoff is slow to mediumi-and the . erosion tia.zard:is slight to moderate. This soil'is used for timber and for urban devel- opment.'•:Capability unit IVs-2; woodland group.4s3. t ~Indianrcent s oia•loamy fine sand, 0 to 4 elopes Phis: soil occupies smoot terraces•in long narrow tracts adjacent to streams. Areas range from about 3 to 70 acres in size. Soiis::included with this soil in mapping make up no more than 20::percent of the total acreage. Some Areas -tare -Up to 5 percent Alderwood soils, on the more rolling and undulating parts of the landscape; ;some are about.:. 10 percent the deep, gravelly Everett and-Neilton soils; some are up to 10 percent Indian- ola loamy fine sand that has stronger slopes; and some areas -:are up to 10 percent the poorly drained Norma,..Shalcar,,Tukwila soils. : Runoff:is.Tiowi and the erosion hazard is, slight. 'This: Soil,,is:used for timber. Capability -,unit Vs-2:;--woodland group 4s3. Indianola loamy fine sand, 15 to'30 ercent slopes •:InD),--This soil is along entrenched streams. Soils included with this soil in mapping make up no more than 25 percent of the total acreage. Some areas are up to 10 percent Alderwood soils; some are about 5 percent the deep, gravelly Everett and Neil - ton soils; some are up to 15 percent Kitsap soils, which have platy, silty lake sediments in the sub- soil;.and some are up to-15 percent Indianola loamy fine sand- that has milder slopes. .Runoff: is medium, and the erosion hazard.is moder- ate: to seyeve:' This:soil is used for timber. Capability unit VIe-l;.woodland group 4s2. Kitsap Series The Kitsap series is made up of moderately well drained soils that formed in glacial lake deposits, under a.cover of conifers and shrubs. .These soils are on terraces and strongly dissected terrace fronts. .They.are gently undulating and rolling and moderately steep. Slopes are 2 to 70 percent. Platy,:silty.sediments are at a depth of I8 to 40 inches. The -annual precipitation is 35 to 60 inches, and.the mea* znnual air temperature is about 5o.? F. The, frost=f season *is:-'ISQ to more than-'200 days'. Elevation ranges from about sea level to 500.•feet.. In,a representative profile, the surface layer and -subsoil are very dark brown•and.dark yel7pwish- brown silt loam: that extends- to- a :depth. of about 24 inches. "The substratum is olive -gray silty clay loam. It extends to a depth -of 60 inches,or more. Kitsap soils-are.•used for timber, and pasture: Kitsap silt loam, 2 to .8 percent slopes (KpB)..--- This -undulating soil is on low terraces. of the- major valleys of the Area. Areas: range from 5 acres. -to more than 600 acres in size and are nearly circular to irregular in..shape... Some areas -are one -eighth t• a half lade.. wide arid: up to .3 or 4 miles: long:. Representative profile of.. Kitsap silt loam, 2 to 8 percent ..slopes-, in•pasture,,•820 feet West and.330 feet southof east :quarter :corner of, sec:, 28; T. 25 .N . ; R4 7• E-.:: : Ap._-0 to. 5 inches, very dark brown .(10YR 2•/•2) -silt ;loam,• dark grayish brown: (10YR 4/2) dry; mod'- erate,• medium,• .granular structure;- slightly hard, very friable, nonsti.cky, nonplastic; many roots• medium •acid;. abrupt, smooth:. bound ary. :. B2.-_-5 to 24 inches., dark yellowish -brown (10YR 3/4) silt loam, brown (.10YR 5/3).dry; 2•percent iron concretions; weak, coarse, prismatic structure; slightly hard, friable, slightly sticky, slightly plastic; many roots; slights acid; abrupt, wavy boundary. 18 to 21 inches thick. IIC--24 to 60--.inches,- olive -gray .(SY 5/21 .silty cls loam, light gray: (5Y 712) dry; many, medium and coarse, -,prominent.mottles . of dark yellowi brown :and Strong brawn (10YR 4/4 and 7.5YR S/8) ;- moderate; ,thin-- and medium, platy struc- ture.;.hard; firm,-st1rky, plastic; few roots to a depth -of 36 inches, none below; strongl• acid, The A horizon -ranges from -very dark brown to da. brown. The B horizon ranges from dark yellowish brown - to - dark brown 'and •from.siIt loam to silty, cl. loam. The platy IN horizon ranges from grayish brown to ❑live.gray and -from silt -loam to silty cl loam that has thin lenses, of loamy fine sand in places. Brownish mottles are common in the upper part of the j1C horizon; Some areas are up to .10 perc.ent included Alderw gravelly sandy. loam; some are -up to 5 percent the very deep, sandy Indianola soils; and some are up 5 percent the poorly drained Bellingham, Tukwila, and Seattle soils. Water flows on top of the substratum in winter. Permeability is moderate.above the substratum and very slow within it. The effective rooting depth about 36 inches. Available water capacity is mode ate to moderately high. Runoff is slow to medium, and the erosion hazard is slight to moderate. This soil is used for timber and pasture. Capab ity unit IIIe-1; woodland group 2d2. EXHIBIT - PAGE :53 _� t dry; massive; slightly hard, very friable; . nonsticky,. nonplastic; ` roots; neutral. The A horizon ranges from -very dark grayish bro to very dark brown.:: The C horizon consists of lay of silt loam, very fine sandy loam, -sandy loam, ' loamy- sand;:- and: sand; the thickness of each layer varies: Mottles occur at a --depth below 30 to-40 inches -.in :some..places . , ... • Some areas are up:to,25 or 30:percent inclusion of somewhat poorly drained Briscot, Oridia, and Wo inville soils;,and some are•up to 10 percent the poorly drained Puget soils. Total inclusions do no exceed•30 percent. Permeability is moderate. The effective rooting depth is 60 inches or more. A seasonal:water table is at:•a:depth of 3 to 4 feet in places: -Available water capacity`.is high. -Runoff is -slow, and -the erosion hazard is slight. The hazard of stream ove flow is slight:to severe, depending.on the amount o flood protection provided: This soil is used mostly for row crops. Capabil ity unit IIw-1; woodland group 2a1. Nooksack. Series: , . The Nooksack-series is. made.up-of.well=drained soils that formed in alluvium in river valleys, under a cover of grass; -.conifers, and hardwoods. SIOpes-are 0 to 2 percent.. The annual precipitation is 35,to 55 inches and.the mean -annual air tempera- ture:is:about-509 F.--The frost -free: season: is about 190-days. Elevation: -ranges from about'sea:level to 500 feet. In a representative profile, the -*soils iss very- . dark grayish -brown, -dark grayish-broim:, -and: grayish - brown silt loam to a depth of 60.inches or more. Nooksack soils are used for. row crops :and .Pasture and -for -urban development. Nooksack silt loam (Nk) .--This'riearly, level soil is N long, narrow areas that range. from 5 to about 300_acres in size. 'Slopes are less than 2 percent. Representative profile of cultivated Nooksack silt loam; I,800. fee east and 500 feet south of the west quarter corner of sec. 4, T. 24'N., R. 7 E. Apl--0 to 2-inches, very dark grayish -brawn (10YR -3/2) silt•loam, grayish brown (10YR'5/2) dry; few, fine, faint', dark yellowish-broian (10YR 4/4) mottles; weak, thin, platy. structure; slightly hard, very -friable, nonsticky, non - plastic; many roots; slightly acid; -abrupt, smooth boundary. 2 to 3 inches thick. Ap2--2 to 11 inches, very dark- grayish-brown•(l,OYR 3/2) silt loam, grayish brown (10YR 5/2) dry; weak, coarse, prismatic structure; -slightly -.-hard, very friable, nonsticky, nonplastic;• -common•roots; slightly acid; abrupt, smooth 'boundary. 8 to•.10 inches thick. .- B2--I1 to 29 inches; dark grayish -brown (2.5Y 4/2) silt loam, light brownish gray (2•.5Y 6/2) dry; weak, medium, prismatic structure and weak, 20 medium, s_ubangular blocky structure;;bard, _ friable ',,ghtly sticky, -slightly plastic;:;.s; common z._ts; medium acid; clear, smooth wn . ••bquudary. 17 to 21 inches thick,. ers CI--.29:.to-42 inches, dark a , gr yish-brown CIOY$: 4/ •• ; and grayish -•brown (2.5Y 5/2) silt. loam and•• •L, .thin Ignses of -very fine sandy loam, light brownish gray (2.5Y 6/2) dry; -_massive; slight iY hards.very.friable, nonsticky,;nonpla_' s common roots; slightly acid; clear, smoo�: ., od- boundary. 10 to 15 inches thick, =-A to'6p inches, grayish -brown (2_ YS t loam is light brownish gray (2.5Y "5/2r _'dry; •'.?': "massive;- hard,- friable, sticky; pi"- "r '=.com_i man roots; medium acid. - The-B and:C horizons are mostly silt 10 am veryfine sandy loam and have lenses of -siltjr`Cz$Y '. r- loam and fine sandy loam. The C hori,zon'is f grayish.brown,•grayish brown, or. dark. brown.;.• �;- Some areas are up to 5 percent included.pvorly - drained-Puget•soils; and some are 10 tp 15:percent-; the somewhat poorly -drained Oridia and Briscot soils. Also -.included with this soil in mapping.•axe areas•:i of the:poorlp drained Woodinville silt••lo4}m:.a)d a few areas:.of-a .Woodinville silty.clay loam, !Jncluded acreage soils -make up no more than 15 percent Of.the•;total Permeability is moderate. The effecive rooting. 60 depth is inches or more. A seasonal water -table is at -.a deptk of 3 to 4 feet in places.> lyailable water capapity.is high. Runoff is slow; and•the erosion hazarfl d is slight. Stream overdo,-:_- .a mod- erate to severe hazard. is soil.is used for row crops and pasture and - for ..urban Capability uniwood- t IIw�1.; land group'2o.i. Norma Series The Norma series is made up of poa'rl ji:-d'raini� sax-ls that formed in alluvium, under- aedges;= conifers, and hardwoods. These soils•are-in'grass; gtasonthe" ' uplands and in areas along the''- stream bottoms. Slopes are 0 to 2 gerGent: 3h"e annual precipitation is 35 to 60 inches, --an& the'= mean axmual air temperature is about SO�.F, Vie: frost -free season is 150 to 200 days.Ievation'-=' ranges'•.from about 'sea level to 600 feet: = In a representative profile, the" iui•face'ltyer'3•s blacksandy- Zoam about 10 inches thick: • Th'sfzbs'oil is dark grayish -brown and dark -gray 'sandyrloarn•and:, extends to a depth of 60 inches or more. Norma soils are used mainly -for pasture. !tf " drained, they; are used for row crops. Norma sanely loam (No). --This soil occurs=as•�strips 25' tv 300 feet wide. Slopes are less -than 2 percent. Areas are level or concave and range from: 1 to`aFyout 100 acres in size. Representative profile of Norma sandy loam, in a pasture, 725 feet east and 50 feet north of the south quarter corner of sec. 31, T. 20-'N.� R"' EXHIBIT-- ie-` PAGE 3A Q F 4 t Ap--O to 10 inches, black : (10YR 2/; .'andy loam, thick. -The next -la-) is yellowish -red sphagnum dark grayish brown (10YR 4/2) dry; moderate, peat that extends to a depth -of about 60 inches. fiiie, granular structure; slightly hard, very Orcas soils are. used mostly .as wildlife Habitat, friable, slightly -sticky, slightly plastic;= - "many'roots;'slightly acid; abrupt, smooth Orcas peat .(.Or). --This level or.slight.ly concave -:boundary." 10 to 12 inches thick soil .is -in -irregularly shaped•areas that range from ,g--10 to"30'inches, -dark grayish -brown (2.5Y 4/2) 2 to about 10 acres. in. -size. Slopes are -less than 1 sandy loam ';light brownish -gray (2.5Y 6/2) - percent. dry; many, medium, prominent, -yellowish -red- Representative -profile of:Orcas peat; under.wild.- (5YR 4/8) and brown (7.5YR 4/4) mottles, very' cranberries;:600 feet north and 650 feet west .of the pale brown (iOYR 7/4)"and reddish"yellow .: east quarter corner:of sec: 8, T. 24..N.,,R::6.•E.: (7.SYR-6/8) dry; thin platy structure; -hard, very friable,'nonsticky;'nonpiastic; few:roots; Oil- A.to:6 inches,;.dark reddish -brown (5YR•3/2) slightly'acid;"clear 'wavy.boundary. 19't6'24 sphagnum peat, very pale *brown ,(l0YR,7/3) dry; inches thick soft,.spongy;•many roots;.extremely acid; B22g--30 to 60 inches, dark -gray (5Y 4/1) sandy-- clear, smooth boundary..,.6:to-.8 inches -.thick. lbam;'light gray (5Y 7/1) dry; common, fine, Oi2--6 to 60 inches, yellowish -red (5YR $/6,-,4/6, prominent, strong -brown (7.5YR 5/6) and 4/8) sphagnum peat,.very pale brown.(lOYR 7/4) reddish -yellow (7.5YR 6/6) mottles, yellowish 'dry; soft, •spongy; few •roots;:ex- remely.acid. hri wn'. (IOYR'_5/8) and pale. brown' (2:5Y 7/4) dry; -- massive; -slightly hard, -very friable; nonstieky, The •:Oil Iorizon.ra_nges from dark..reddish brown to nonplastic.-few:roots; slightly -acid. reddish black:. -Only slight.decomposition.has oc- c.. curred: The Oil horizon is uniformly•:sphagnum peat The A horizon ranges from black to very dark that -ranges from dark:: reddish, brown through..y-ellow- -"-" brown' and ,is' a5"htuch as i5 percent gravel . The.-B ish: red to ,very_pale brown. horizon commonly, --is sandy -loam that,:in places is. Some-. areas mapped -are:up•to 20 percent included stratified' with silt loam: and loamy sand: . It. is' as Seattle- and Tukwila mucks, and- -some are up to.:5 per - much as 35 percent gravel in some places. The B- cent the.:we.t Bellingham,.: soils. aorizon.is mottled gray, dark - gray, and dark grayish :_Permeability -is very rapid:: There is a -water. table: at',or'. close •to -the -surface .for - several months Some areasf arer,up.JO 5':percent-ineluded 8eattii,' each.. year. In.: areas where - the water: tab le is con_ Tuicwila, and Shalcar soii§; and 'same axe'up to S-trolled ;.:the -effective -rooting depth: is 6d„inches percent Ald6i,aabd. and Everett - sails; ,at, the slightly gr-Jhore.. lu'undrained areas, -�rooting --depth-i.s higher elevations:';,Iii the'area northwest -of -Auburn, restricted.. Tne.available water capacity -is high, in -'the Green Piver-Va11cy, there are -areas-of.Norma Runoff is-rponded,,and,there is:no er.Gsion.hazard, `is that.have.an- organic surface'lager as'thick as , -;This soii'its used.: mostly, as wildlife hatitat. inches. -in; 'some places -. - A1S6 included are small-- Capability;-tunit VIIIw-I; no, woodland classification. areas, ..o£.. Norma .soils that have a ailt Xoam surface . layer....' . ...: �.ti_ . • '. Permeability is moderately, rapid:' .The "seasonal - Of1dia' Series' cater table is at or -near the surface'. _In -drained - areas.,-. the. effective:'.raoting depth - is 60 inches or - more. In uridr'ained areas, xoetin4.'depth'is restrict- The Oridia series is made up of somewhat poorly ed, :The available water.capacity.is modexately high drained soils that formed in alluvium_ in river to high, Rurinff is sIbw, and the erpsion hatard is valleys.-5l9pes'are 0 'to 2-peiieent. 'The annual Might.; Stream oVerflow is a Severe ,ha.zard- in precipxtatibrr 35•to 55 inches, and the mean aniiu= places . al. air' temperature is about 50° F. The.: frost-free=l Ttiis, sail- is used mostly, for pasture. Ilrained seasOnf is about 200 days: Elevation range's from ' a'reas', are, used fqr row- crops :'.Capaiii lity unit IIT4-3; about'0 to 85 feet. roodland,group _,3w2. In $-representative profile, the surface laysr-is dark_"'`grayish-brown silt loam about-9 'inches- thick, Orcas Series- The sub'sofl'* is gxayish�brown,+ ark grayish -brown, and gray' siit Ioam and 'silty clay loam that. extends The Orcas series_.is made up of fiery poorly, drained to a depth of 60 inches or more. organic soils that formed i:ii sphagnum inoss and small Qri-dfa soils are used for -row crops and pasture amounts of Labrador tea and cranberry .plants. These and -.for urban development. soils are.in basins.�on the undulating,. rolling zlaciated uplands.Slopes• are 0 to• 1.pe-rcent.. Annu- OrMa silt loam '(Os) .--Thiss' gently Undulatipg al; precipitation is. 35 _ to 60 inches, and the mean- . Sol .1- is in. irregularly shaped areas'. Slopes 'are an`niial-air temperature is about'50° F. The'frost less than 2 percent. Areas range from to to more' free' "'sea.'son- is 160 'id180 days.- Elevation ranges than 200 'acres in -size. from joo to. SOO... eeL. Representative profile of Oridia silt loam, iii- --fri i representative profile,, the surface layer is pasture;_SSO:feat north, 620 feet east of the ' dark reddish -brown sphagnum peat about_ 6 'inches southwest corner' of sec.' 12, -T. '22 'N. ,. R,. A E. 21 EXHibi1 G PAGE � OF -41 APPENDIX E Published Inventory Maps EXHIBIT G PACE-L3L-OF 41. v . _ Soh i • cis _ C. r" Tra n 1 T w can Trailer• Parks � _ �ra • • L .i3e.t� t d r r • � -PROJECT Sl E � wH��, V. 3 !1 �ti , . � � 11 •• 18 � r � L • i 55 I ; - /'j •� 1 � •lil l • A _ •I r PF011 . _ k s r zos r 1.1A ems-- r r i P r1 r 4E r - N A o 2000 REFERENCE: U.S. DEPARTMENT OF THE INTERIOR, USFWS. 1987. NATIONAL WETLANDS SCALE IN FEET NVENTORY (POVERTY BAY, WASHINGTON QUADRANGLE). APPENDIX E-1 Associated Earth Sciences, Inc. NATIONAL WETLANDS[ I�i, _ - �e�F Q in{ rr� L_ r —i U-HAUL SIT rl a N A NOT TO SCALE REFERENCE: CITY OF FEDERAL WAY. APPENDIX E-2 Associated Earth Sciences, Inc. CITY OF FEDERAL WAY WETL4W�I Q ORY ® ® ® ® ® U-HAUL SITE CC vv 11 ll DATE 8/01 FEDERAL WAY, WASH[ T 3 O, KBO1111A �- {' City of Federal Way {• Netland Inventory Field Form Wetland Number 1 /4 SectifwNRng 36atlOn (address/cross-Su..ts) V- Team Members L.� P Date Fefd Check: it Base Map #: 1 ELD DATA r Notable Wildlife Features Windshield Snags:#'s Z 6" Z 12" z 24" Site Not Accessed Heights: let present: N; width kffL flowe N ./ Outlet presen :Y ; width `�S 4 flow: N .4one Observed None Observed,Yate_ r Sources (YIN) " tream Evert: (diam) sheet flow floodplain seeps Human Disturbances: A, / ,�proW nu6 Buffer Conditions: 1,1rX� OFFICE DATA f �^"�"`�'� � � S {�J S 6,4� 4jL NRCS Soil Unit:tl� - 6 � �WL L Rating Approximate Size: 1v 7 g b 500 tos 2,500 sq.ft 1 acre, s 2 acre Z 2,500 sf, s t/2 acre z 2 acre, s 5 acre z th acre, s 1 acre z 5 acre COMMENTS/OBSERVATIONS = CI j� ML,-- ��- hs 4� 7 12 � , roa, a-CiD lJ cep H77 MILE 72nA 91ns1 Eol lJn`y 1 13 ti .�, c�_ E1—n 0 RE ERENCE: WASHINGTON STATE DEPARTMENT OF FISHERIES. 1975. WASHINGTON STREAMS AND SALMON UTILIZATION, VOLUME 1. m ciated Earth Sciences, Inc. APPENDIXE-3 Ass WRIA 10 - PUYALLUP RIVER BASIN, LOWER PUYALLUP RIVER m ® ® ® ® U-HAUL SITE DATE 8/01 FEDERAL WAY, WASHINGTON PROJ. NO. KB01111A s REFERENCE: KING COUNTY. 1990. SENSITIVE AREAS MAP FOLIO. N A 0 1 SCALE IN MILES APPENDIX E-4 Associated Earth sciences, Inc. STREAMS AND 100-YEAR FL�.0 �.{ arp U-HAUL SITE ��1 1--- DATE8/01 d �...� FEDERAL WAY, WASH[ T a. KBO1111A S/i610 z DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES My Or 33530 First Way South PO Box 9718 9 Federal Way WA 8063-9718 253-661-4000;Fax 253-661-4129 www.ci. federal-way.wa. us ESA LISTED SALMONIDS CHECKLIST Applicant Information U-Haul International, Inc. Attn. Parul Butala 2721 North Central Avenue Phoenix, AZ 85004 Phone: (602) 263-6852 Project Information Name: U-Haul Rental & Storage Facility Location: 34001 Pacific Highway South in Federal Way. Southwest of the 161' Avenue South and Pacific Highway South intersection. Description: The proposed development involves construction of a 65,000 square foot mini -storage and truck rental facility on an 8.28-acre site. This worksheet was designed 10 help project proponents and government agencies identify when a project needs further analysis regarding adverse effects on ESA (Endangered Species Act) listed salmonids. SaImonids are salmon, trout, and chars, e.g, bull trout. For our purposes, "ESA listed salmonids' is defined as fish species listed as endangered, threatened, or being considered for listing. If ESA listed species are present, or ever were present, in the watershed where your project will be located, Your project has the potential for affecting them, and you need 10 comply with the ESA. The questions n this section will help determine if the ESA listings will impact your project. (The Fish Program Manager at tlle•awopriate Department of Fish and Wildlife [DFW ] regional Office can provide information for the following two questions.) L Are ESA listed salmonids currently present in the watershed in which your project will be located? Yes X No_ If yes, please describe: Hylebos Creek maintains populations of Coho and Chum salmon, Steelhead and Cutthroat trout, The creek is also considered by the US Fish and Wildlife Service as bull trout habitat (a threatened species under the Endangered Species Act). 2. Has there ever been an ESA listed salmonids stock present in this watershed? Yes X No _ Uncertain If yes or uncertain, please describe: The watershed has historically hosted annual runs of Coho, Chum and Chinook salmon and Cutthroat trout. If you answered "yes" to either of the above questions, you should complete the remainder of this checklist. Bulletin #040 - September 1999 Page] of 4 0 =: ndnao �sfevis; dlSabij5„Checklil PROJECT SPECIFICS: The questions in this section are specific to the project and vicinity. I . Name of watershed: Hylebos 2. Name of nearest water body: Kitts Corner Regional Storm Drainage Detention Facility 3. What is the distance from this project to the nearest body of water? 120 Feet (Often a buffer between the project and a stream can reduce the chance of a negative impact to fish.) What is the current land use between the project and the potentially affected water body (parking lots, farmland, etc.)? A grass bank, a sewer maintenance access road and a 100-foot wetland buffer lie between the project site and the Kitts Corner Regional Storm Drainage Detention Facility 5. Is the project above a: Natural permanent barrier (waterfall) Yes No Natural temporary barrier (beaver pond) Yes No Man-made barrier (culvert, dam) Yes X No Other (explain): The project is above a fill slope and the Kitts Corner Regional Storm Drainage Detention Facility. 6. If yes, are there any resident salmonids populations above the blockage? Yes — No X Don't know 7- What percent of the project will be impervious surface (including pavement & roof area)? According to preliminary calculations, the project site being developed will be covered by approximately 70% of impervious surface areas. FISH MIGRATION: The following questions will help determine if this project could interfere with migration of adult and juvenile fish. (Both increases and decreases in water flows can affect fish migration.) L Does the project require the withdrawal of; Surface water? Yes No X Amount: Name of surface water body: ii. Ground water? Yes No X Amount: From where: Depth of well: 2. Will any water be rerouted? Yes _ No X If yes, will this require a channel change? Yes No Bulletin #040 — September 1999 Page 2 of 4 R `�visedlSalmo eciclist, Will there be retention or detention ponds? Yes _ No X If yes, will this be an infiltration pond or a surface discharge to either a municipal stormwater system or a surface water body? If to a surface water discharge, please give the name of the water body. The site is adjacent to the Kitts Corner Regional Detention Storm Drainage Facility and will discharge directly to this regional facility. 4. Will this project require the building of new roads? Yes X No — (Increased road mileage may affect the timing of water reaching a stream and may impact fish habitat.) 5. Are culverts proposed as part of this project? Yes X No Will topography changes affect the duration/direction of runoff flows? Yes X No If yes, describe the changes: Storm drainage from the developed project will be directed to the proposed storm drainage conveyance system which will outfall to the existing Kitts Corner Regional Storm Drainage Facility adjacent to the project to the west. 7. Will the project involve any reduction of the floodway or floodplain by filling or other partial blockage of flows? Yes _ No X If yes, how will the loss of flood storage be mitigated by your project? WATER QUALITY: The following questions will help determine if this project could adversely impact water quality. Such impacts can cause problems for listed species. (Water quality can be made worse by runoff from impervious surfaces, altering water temperature, discharging contaminants, etc.) Do you know of any problems with water quality in any of the streams within this watershed? Yes No X If yes, please describe. 2. Will your project either reduce or increase shade along or over a water body? Yes _ No X (Removal of shading vegetation or the building of structures such as docks or floats often results in a change in shade.) 3. Will the project increase nutrient loading or have the potential to increase nutrient loading or contaminants (fertilizers, other water discharges, or runoff) to the water body? Yes _ No X 4. Will turbidity be increased because of construction of the project or during operation of the project? Yes . No X (In -water or near water work will often increase turbidity.) 5. Will your project require long term maintenance, i.e. bridge cleaning, highway salting, chemical sprays for vegetation management, clearing of parking lots? Yes X No _ If yes, describe: Regular maintenance of buildings, parking lots and landscaped areas will take place. Bulletin 4040 — September 1999 Page 3 of 4 R .R- k: ando.uts. --*Rc_cvzse�d315alm��ecklisi PAGE 4 VEGETATION: The following questions are designed to determine if the project will affect riparian vegetation, thereby adversely impacting salmon. Will the project involve the removal of any vegetation from the stream banks? Yes X No _ If yes, please describe the existing conditions, and the amount and type of vegetation to be removed. Storm drainage from the developed site will be directed to the existing Kitts Corner Regional Storm Drainage Detention facility and its adjacent/created wetland across the existing 100-foot wetland buffer to the northern portion of the existing detention facility/created wetland in underground piping/catch basins. The vegetation in the 100-foot wetland buffer between the developed site and the proposed outfall at the existing detention facility/wetland is native grass on an existing fill bank. Similarly, a sanitary sewer main from the developed site will be directed to the existing sanitary sewer manhole in an existing sewer maintenance access road adjacent to the Kitts Corner Regional Storm Drainage Detention facility and its adjacent created wetland across the existing 100-foot wetland buffer to the existing detention facility/wetland in an underground sewer main. The vegetation in 100-foot wetland buffer between the developed site the existing detention facility/created wetland is native grass on an existing fill bank. 2. If any vegetation is removed, do you plan to re -plant? Yes X No If yes, what types of plants will you use? The vegetation impacted by the above improvements will be restored/replanted per the Wetland Restoration Plan (prepared by AESI dated 10/29/01). NOTE: Most applicants should have the information necessary to answer most of the questions in this checklist. Additional information will need to be obtained by local and state agencies if it appears that the project is likely to affect ESA listed species_ RESOURCES Washington Department of Fish and Wildlife Website www.xva.gov/wdfiv/ This site has useful information of fish habitat. Washington Department of Ecology Website www.wa. rov/ecolo , 1 Click on the Water Quality button on the left side of this page. National Marine Fisheries Services Website Evolutionarily Significant Unit (ESU) maps can be found at A w%v.nwr.noaa. �oV Go to this site and then click on the ESA Salmon button. Bulletin 040 — September 1999 Page 4 of 4 Wa o — cviscwwmotil s ec is PAGE 4 OF -4 r-� t Associated Earth Sciences, Inc. October 29, 2001 Project No. KBOI111A Mr. Art Peterson Contract Associate Planner Madrona Planning and Development Services Subject: Wetland Buffer Restoration Plan, U-Haul Site 34001 Pacific Highway South Federal Way, Washington Dear Mr. Peterson: INTRODUCTION In January 2001, U-Haul International (U-Haul) retained Associated Earth Sciences, Inc. (AESI) to prepare a restoration plan for temporary wetland buffer impacts proposed to occur on an 8.27- acre parcel (hereafter referred to as the "project site") located at 34001 Pacific Highway South in Federal Way, Washington. U-Haul is proposing to develop upland areas of the project site as a mini -storage facility and truck rental center. To facilitate connection of proposed on -site sanitary and stormwater sewer facilities to existing infrastructure, new sanitary and stormwater sewer facilities (i.e., pipes, catchbasins, stormwater outfall structure, etc.) will be constructed within the designated 100-foot standard wetland buffer of the on -site Category II wetland (collectively referred to as the Kitts Corner Regional Detention Facility). On -site aquatic resource locations and classifications were previously documented by AESI in Wetland Delineation and Stream Identification Report, U-Haul Site, Federal Way, Washington'. Aquatic resource classification and buffer criteria applicable to the project site are based on the policies contained within Chapter 22, Article XIV (Environmentally Sensitive Areas) of the Federal Way City Code (FWCC). The attached wetland buffer restoration proposal has been prepared in general conformance with the criteria established under Chapter 22-1359(f) of the FWCC for wetland buffer modification requirements. 1 Associated Earth Sciences, Inc. 2001. Wetland delineation and stream identification survey, U-Haul site, Federal Way, Washington. Prepared for U-Haul International. August 24, 2001. ' Corporate Office • 911 Fifth Avenue, Suite 100 • Kirkland, WA 98033 • Phone 2 -�7OI•Pax415827-55,4 , mum 1J� West Sound Office • 179 Madrone Lane North • Bainbridge Island, WA 98110 1_J PROJECT -RELATED ACTIONS Approximately 10,080 square feet (0.23 acre) of the Kitts Corner Regional Detention Facility's designated 100-foot standard wetland buffer will be temporarily disturbed as a result of the following on -site development activities: ■ Construction and installation of approximately 90 lineal feet (If) of 8-inch polyvinyl chloride (PVC) sewer main and associated appurtenances -to connect on -site facilities to existing sanitary sewer infrastructure; and • Construction of approximately 3701f of storm sewer and associated appurtenances to convey both on- and off -site stormwater to the Kitts Corner Regional Detention Facility. To facilitate safe and efficient construction of the proposed sanitary and stormwater sewer facilities, 30-foot temporary construction corridors will be required within the designated standard wetland buffer to provide access and areas for temporary stockpiling of materials (i.e., trench excavation and backfill, piping, etc.) during construction. The construction corridors will be centered over the location of the proposed sanitary and stormwater sewer facilities. Equipment used to install the proposed facilities may include backhoes, trackhoes, and/or similar and normal construction equipment. As the proposed sanitary and stormwater sewer facilities will be constructed of sound materials and regularly maintained during subsequent operation, the proposed sanitary and stormwater sewer facilities will not impact the designated standard wetland buffer during operation. On -site wetland buffer habitat has been highly modified by historic on -site fill and grading activities and currently consists of a compacted'gravel access road located immediately adjacent to the Kitts Corner Regional Detention Facility, a constructed slope within the central portion of the wetland buffer, and a flat plateau within the eastern portion of the wetland buffer. The compacted gravel road provides maintenance access to the Kitts Corner Regional Detention Facility. NVetland buffer habitat to be impacted by project -related actions currently supports grass communities typical of hydroseeded upland constructed slopes (i.e., Agrostis spp., Poa spp. Festuca spp., et(,-.) and dense to sparse stands of Scotch broom (Cyti.sus scoparius) within the topographically flatter portions of the standard wetland buffer. Upon installation of the proposed sanitary and stormwater sewer facilities, pre -construction grades and contours will be restored and all disturbed areas will be hydroseeded to stabilize exposed soils. In addition, native shrub species will be established within the wetland buffer area currently supporting non-native shrubs as detailed on the attached Wetland Buffer Restoration Plan. As the constructed sloped areas of the wetland buffer currently support grass communities, restoration within these areas will be limited to. replacement of disturbed vegetation in -kind through hydroseeding only. The existing gravel road immediately adjacent to the Kitts Corner Regional Detention Facility will be replaced in -kind with compacted gravel. EXHIBIT E 2 PAGEOF REGULATORY REQUIREMENTS Under FWCC, installation of essential public facilities, public utilities, and other public improvement(s) may occur within wetland buffers pursuant to FWCC Chapter 22-1359(c) if such improvement(s) "traverse the buffer because no feasible alternative location exists based on an analysis of technology and system efficiency." The location of the proposed sanitary and stormwater collection and conveyance. facilities allows for the following: 1) cost-effective integration of the proposed on -site utilities into the existing utility infrastructure; 2) maximum system efficiency and reliability through the use of gravity -operated facilities; and 3) a minimization of long-term maintenance requirements by eliminating mechanical conveyance facilities (i.e., lift stations, etc.). In addition, as disturbance within the 'designated 100-foot wetland buffer of the Kitts Corner Regional Detention Facility will be limited. to the minimum required for safe and efficient construction, temporary impacts to existing wetland buffer habitat are minimized. As required by FWCC 22-1359(f), the proposed temporary wetland buffer modifications will incorporate the following mitigation measures to protect wetland and wetland .buffer functions and values: • The proposed on -site stormwater facilities are in conformance with City of Federal Way stormwater detention and water quality requirements to present water quality impacts to receiving waters. • Minimum width construction corridors, and appropriate temporary erosion and sedimentation control (TESC) measures will be implemented during installation of the proposed utilities to minimize erosion and sedimentation impacts to receiving waters. • Upon installation of the proposed facilities, all areas of disturbed wetland buffer will be stabilized through the application of appropriate hydroseed mixtures and the establishment of native woody shrub species. • The proposed wetland buffer impacts are limited to temporary impacts within the project site, thus the proposed impacts will not be detrimental to any other property in the areas of the subject property nor to the city of Federal Way as a whole, including loss of open space. Conveyance of off -site stormwater through the project site maintains operation of existing State Route 99 stormwater control facilities. SUMMARY Approximately 10,080 square feet (0.23 acre) of the designated 100-foot standard wetland buffer associated with the Kitts Corner Regional Detention Facility will be disturbed as a result of proposed on -site development activities. The attached Wetland Buffer Restoration Plan addresses wetland buffer restoration requirements as detailed in FWCC, Chapter 22, Article XIV. In EXHIBIT 3 PAGE------,,- F 6 addition, a Bond Quantity Worksheet for Sensitive Areas Mitigation' is attached to provide a cost estimate for the wetland buffer restoration. Please contact Judith Light or myself if you have questions or comments regarding this proposal. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington Attachments: Wetland Buffer Restoration Plan, Federal Way U-Haul Site, Federal Way, Washington Bond Quantity Worksheet for Sensitive Areas Mitigation CC" Don Hill, Project Manager, Triad Associates Parul Butala, U-Haul International PPS/af KB01111A3 PROJECTS\2001111\KB\WP — W2K 2 King County. Undated. Bond quantity worksheet for sensitive areas mitigation. Department of Development and Environmental Services. EXHIBIT_ • •S !/ r I� lly41j411, I :y 411t11t Ilt 111 11� 1 f FrNISH4nAADE:aE SPEC O F03t W11Cii pZQ1ARfc�lEM6 TNNiSRINOKING 1 .. p�j 41 N J . ] 1 i NATNESACWFLL y Y t 4 1 f l 111 lyl,lll'll 1 ��, r lolly 1 5 16111N. — 0�• �► � r ��---:�_�..�,'•--'--`-----��_L jfpl ® Hydm wd OWY ® ptentlnps per wo.—W N A TYPICAL CONTAINERIZED SHRUB NO SCALE ❑ S g R F[ S S ❑SS SSSa6R s s $ O gsg$ ❑ sSs�RR�G R R R R Ll R R (D R R .S S O R O a g$ga S ❑08 a Q� o �e� 0 0 SSa6 0 SQO s ❑ $ s G) A PLANTING SCHEMATIC" DEiiAlEA 5Y AEBY AES! �y ` i�i iiii i�iil� i w— SYMBOL COMMON NAME SCIENTIFIC NAME PLANTSI7E SPACING OUANTnY 1 I, I;�Itlli�li'lll' rr a sale) Gauvisdaahakh lgallon Von cantor 213 s� f + � 1'�rn,"' : ,� ,�. O ooaenapray Hdodlaca/adlscobr 1 gallon Per -��_ `-r-�: '•'[ iI],1+"r ,"',9 - OO tall Oregon gape A/ahonle equddium 1 gallon5' on center 87 :. 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Fw. 09!ln/iL 11A1111BN116L Nnr mrrw d H.Wd rr n.rren.r vry M. rr�V r.w..a.w H rrr tl m. wd lqr. rr.w►. r.r r, H r...r d r.r�ro< COr1Y1GFMCY Hwa *.a�r•ra..r......rmtl.r w^F.rab�s>• m...asw.YN�FFnsrry M.rnrr.�b,C.IWFdNrrl MmwrsHr dmiwinir dlymtip r. r RESTORATION GOALS, PLANT INSTALLATION GUIDELINES, MONITORIN%ffiQ4l&0A", AND PERFORm4"*1AwmjkDs SHEET2 WETLAND BUFFER RESTORATION PLAN FEDERAL WAY U-HAUL SITE DATE 10101 FEDERAL WAY, WASHINGTON l AFioclated j C Earth Scl.nces, 6 Inc. I s X l-u LL 0 'J Lu C) Jun-17-02I 01:23P Madron\a Planning and D' Qv2 206 y297 2301 I ' P-04 nnRe rr rnrr-ni n� dmtk �•F�C NI!I tJNITY DE V EIAPMCN I, SBR VICES �� 33530 First W �U� � � `^^�� ay South .r.� PO Box 9718 Federal Way WA 98063-9718 253-661-4000; Fax 253-661-4129 www_6-federal-way. wa.us SIGN INSTALLATION CERTIFICATE Project Nalnc: �+ � Trrtc Project File No: I/— /03 p (P ,•,,, 06 Project 1lddress: Installed By J-L�•j �� h _.� Date of Installation: Date of installation: i:it:i.:ii:ei:ii'it�i��it:i.i��, .. ram- -t• .`" •�. .�. .��. ,�• '��'t♦a �� • ram♦ .�. I "ereby testify that the sign installed folly cc)mplies with the ilzstaliatic»t stat3ilards of the Department of Contmltnity Develop rent Services Instruct-111sIons all Obtaining a � y i5 No*tficatinn Signs" as:d that tl•:e sip--n will be rnaintaille[i until a it�l deci5iort s is ud on Posting the land use action - I understand that failure to return this certificate within five days of pos result in delays, notice of corrections, and re -mailings at tile ting may e Of tang may applicant's i Installer's Name - Z4 I11staller's Signatu r Data: Phmnc Bulletin if036 -July 'July i •--- p�E�lofl k;\Handouts-Rcviscdl5i •n Instaf[alic�}� ._ � Cert i tic;�te CITY OFI�� fqrvCITY HALL 33530 1 st Way South PO Box 9718 I Jeff 0. Johnson (253) 661-4000 Federal Way, WA 98063-9718 AFFIDAVIT OF DISTRIBUTION Store of Washington, that a: hereby declare, under penalty of perjury of the laws of the ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) ❑ Notice of Determination of Nonsignificance and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Land Use Decision Letter ❑ FWCC Interpretation Notice of Public Hearing before the Hearing Examiner n Notice of Planning Commission Public HearinV s ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, ❑ Notice of Application for Shoreline MDNS) * !% Management Permit V ❑ Notice of Land Use Application & Anticipated DNS/MDNS ❑ Other ❑ Shoreline Management Permit was mailed/faxed/e-maile osfed tat each of the following addresses on d V .�- 2002. Federal Way City Hall, 3 Way S., Federal Way King County Library, 34200 1st Way S., Federal Way King County Library, 848 S. 320th St., Federal Way n Project Name S�ks�� 5�ov- -+ 1 r�u�e✓,G V��_7'-Y�Ct. 1��l, �1��> 6�•tC6'�� File Number(s) 0 ! � r o3 q 0(9 O0- Signature Date 0 C9 1 d Z K:\CD Administrafion Files\Affidavit of Disfrfbufion.doc/Last printed 01 /03/2002 07:53 AM imc,. (-nriNTY AzQaccr)r) H I KC 1694 JT�YO CITY HALL 33530 1 st Way South PO Box 9718 (253) 661-4000 Federal Way, WA 98063-9718 NOTICE OF PUBLIC LAND USE HEARING U-HAUL SELF STORAGE & TRUCK RENTAL FACILITY WETLAND/STREAM BUFFER INTRUSION Notice is hereby given that the City of Federal Way Land Use Hearing Examiner will hold a public hearing at approximately 2:00 p.m. on July 9, 2002, in the Federal Way City Hall Council Chambers, 33530 First Way South. FILE NO: 01-103406-00-UP TOPIC: The applicant is proposing an intrusion into the 100-foot buffer of a Category II Wetland and an intermittent stream classified as a major stream, both of which are part of the Kitt's Corner Regional Detention Facility. The purpose of the intrusion is to construct the necessary project stormwater facilities with connection to the regional detention facility, and to connect the sanitary sewer facilities to the existing Lakehaven Utility District sewer main within the buffer. After the installation of the below grade facilities, the applicant is proposing to return all disturbed areas to their pre -construction condition and add native vegetation to the buffer areas. Buffer intrusions are subject to Process IV, Hearing Examiner decision (FWCC Sections 22-1312[c] & 22-1359[f]). LOCATION: 34001 Pacific Highway South APPLICANT: Donald J. Hill Triad Associates 11814 115'' Avenue NE Kirkland, WA 98034 CITY CONTACTS: David Graves, Contract Senior Planner, 206.297.2106 Greg Fewins, Deputy Director, 253.661.4108 Any person may participate in the public hearing by submitting written comments to the Hearing Examiner, either by delivering these comments to the Department of Community Development Services prior to the hearing, or by giving them directly to the Hearing Examiner at the hearing; or by appearing in person, or through a representative, at the hearing and presenting public testimony. The Hearing Examiner will issue a decision on the application within 10 working days after the close of the hearing. Only persons who submit written or oral comments to the Hearing Examiner may appeal the Hearing Examiner's decision. The application for the proposal is to be reviewed under applicable codes, regulations, and policies of the City of Federal Way. The official file is available for review during working hours (Monday through Friday, 8:00 a.m. to 5:00 p.m.) in the Department of Community Development Services, 33530 First Way South, PO Box 9718, Federal Way, WA 98063-9718. The staff report will be available for review one week prior to the hearing. DocRD 19370 CITY !OF CITY HALL 33530 1 st Way South PO Box 9718 (253) 661-4000 Federal Way, WA 98063-9718 AFFIDAVIT OF DISTRIBUTION I' hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) ❑ Notice of Determination of Nonsignificance and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Anticipated DNS/MDNS ❑ Other ❑ Land Use Decision Letter ❑ FWCC Interpretation Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit was mailed/faxed/e-mailed/posted to/at each of the following addresses on Ao �, 2002. Project Name U- File Number(s) __(21�03J1()� . r7) — Signature ` Date � a2 K:\CD Administration Files\Affidavit of DistribuIion,doc/Loll printed 01/03/200207:53 AM CITY OF CITY HALL 33530 1 st Way South PO Box 9718 (253) 661-4000 Federal Way, WA 98063-9718 NOTICE OF PUBLIC LAND USE HEARING U-HAUL SELF STORAGE & TRUCK RENTAL FACILITY WETLAND/STREAM BUFFER INTRUSION Notice is hereby given that the City of Federal Way Land Use Hearing Examiner will hold a public hearing at approximately 2:00 p.m. on July 9, 2002, in the Federal Way City Hall Council Chambers, 33530 First Way South. FILE NO: 01-103406-00-UP TOPIC: The applicant is proposing an intrusion into the 100-foot buffer of a Category II Wetland and an intermittent stream classified as a major stream, both of which are part of the Kitt's Corner Regional Detention Facility. The purpose of the intrusion is to construct the necessary project stormwater facilities with connection to the regional detention facility, and to connect the sanitary sewer facilities to the existing Lakehaven Utility District sewer main within the buffer. After the installation of the below grade facilities, the applicant is proposing to return all disturbed areas to their pre -construction condition and add native vegetation to the buffer areas. Buffer intrusions are subject to Process IV, Hearing Examiner decision (FWCC Sections 22-1312[c] & 22-1359[t]). LOCATION: 34001 Pacific Highway South APPLICANT: Donald J. Hill Triad Associates 11814 115`h Avenue NE Kirkland, WA 98034 CITY CONTACTS: David Graves, Contract Senior Planner, 206.297.2106 Greg Fewins, Deputy Director, 253.661.4108 Any person may participate in the public hearing by submitting written comments to the Hearing Examiner, either by delivering these comments to the Department of Community Development Services prior to the hearing, or by giving them directly to the Hearing Examiner at the hearing; or by appearing in person, or through a representative, at the hearing and presenting public testimony. The Hearing Examiner will issue a decision on the application within 10 working days after the close of the hearing. Only persons who submit written or oral comments to the Hearing Examiner may appeal the Hearing Examiner's decision. The application for the proposal is to be reviewed under applicable codes, regulations, and policies of the City of Federal Way. The official file is available for review during working hours (Monday through Friday, 8:00 a.m. to 5:00 p.m.) in the Department of Community Development Services, 33530 First Way South, PO Box 9718, Federal Way, WA 98063-9718. The staff report will be available for review one week prior to the hearing. Doc ID 19370 t KING COUNTY ASSESSOR ' _._��..... Kt 4699 aaicrtm i. m.ice..��:crj •�iE. Smooth Feed SheetsTM %-`� Use template for 51600 K R S Holdings Llc Jane Slisco & Andrew & Sand Slisco C W R Pattison 34100 9Th Ave S 2320 Canary Ct 700 S 282Nd St #730 Federal Way, WA 98003 Anchorage, AK 99515 Des Moines, WA 98198 02-156 — 002-0 20210q-- 700q 202iO4 -9o�fl Orville & Victoria Cohen Lumbermens Of Washington L be ens Of W gton Mountain Paci Dba 3773 Martin Way E #A 3773 Ma 'n W E #A PO Box 46073 Olympia, WA 98506 Olympia, 98506 Seattle, WA 98146 2 D 21 D I f- 9 053 202 %05 3 W N Chase Ralph Jones Orville & Victoria Cohen 336 Shore Dr 33 Prospect Hill Rd Mountain Paci Dba Camano Island, WA 98282 Cromwell, CT 06416 PO Box 46073 2 621 Oaf - 9 D 8"D Seattle, WA 98146 20210� 9b�2 z02104- 0D C W R & Evelyn Pattison City Of Federal Way W P Pattison 34110 Pacific Hwy S 33530 1St Way S 34222 Pacific Hwy S Federal Way, WA 98003 Federal Way, WA 98003 Federal Way, WA 98003 2021(gq — 7/19 202 (0` - — g12D 2o21o4 — 9/3� Weyerhaeuser Company T F M Temple Assoc Star Llc Property Acntng Tb 922 PO Box 3121 PO Box 4985 Tacoma, WA 98477 Federal Way, WA 98063 Federal Way, WA 98063 212104— 7038o 0/50 Rickney Brown Fedway Associates Lp Campus Business Parks Llc 34004 16Th Ave S #200 1133 164Th St SW #107 14100 SE 36Th St #200 Federal Way, WA 98003 Lynnwood, WA 98037 Bellevue, WA 98006 3�03SD — bll�0 CJ?-Co`lDDiD us Business Parks Llc Camp Business Parks Llc Campus-•-usiness Parks Lle - 141 SE 3 St #200 14100 S 6 St #200 14100 S t #200 Belle A 98006 Bellevue 98006 Bellevue, 98006 92 D11D �2 Sa-�11D q2� - NO Frito-Lay __ - - - - - - - _ _�... • ---- --- --- 3131 S Vaughn Way #301 Aurora, CO 80014 �2(9`fSD-0126) ' i III AVERY© Address Labels Laser SghilTM Smooth Feed Sheets I m use template for .7ioV- Cullent Resident 34100 9Th Ave S Federal Way, WA 98003 132-1370— 0020 Current Resident 34201 Pacific Hwy S Federal Way, WA 98003 202-10q - 905 2- current Resident 34051 Pacific Hwy S Federal Way, WA 98003 ZO2-1D't- 610 -2- Current Resident 34110 Pacific Hwy S Federal Way, WA 98003 262I Dq- c)ll o1 Current Resident 2501 S 336Th St Federal Way, WA 98003 2-iZfV4- 900 2 } Current Resident 34004 16Th Ave S Federal Way, WA 98003 39039-6 -- oleo Current Resident 34004 'n S Federal , WA 98003 Current Resident 33930 9Th Ave S Federal Way, WA 98003 Current Resident 33901 Pacific Hwy S Federal Way, WA 98003 202-10q- oloo q Current Resident 34211 Pacific Hwy S Federal Way, WA 98003 Current Resident 34010 Pacific Hwy S Federal Way, WA 98003 2-b210LI- 0/0$0 Current Resident 34020 Pacific Hwy S Federal Way, WA 98003 2 6 2 /0q - glzo Current Resident 34020 Pacific Hwy S Federal Way, WA 98003 2/Z9'65D Current Resident 9Th Ave S Federal Way, WA `l �ZCo48- 0 - CM Current Resident 34004 9 A Federal , WA 98003 2 --- 0 AD Current Resident 34100 Pacific Hwy S Federal Way, WA 98003 2.ovo4-9ogl Ciuren Resident 34211P ' c yS Federal W , A 98003 20 f6 093 Current Resident 34211 Pacific Hwy S Federal Way, WA 98003 2-02/0y-%lo0 Current Resident 34222 Pacific Hwy S Federal Way, WA 98003 20z16Lf -9/31- Current Resident 1610 S 341 St PI Federal Way, WA 98003 396345116-0/so Current Resident 34004 9Th Ave S Federal Way, WA 98003 '5�2-4P48-0 — vl/0 Current Resident 34004 9 Ave Federal W A 98003 c7ti!�- 0//0 OAVERYO Address Labels Laser 5960TM CITY !OF CITY HALL 335301 st Way South PO Box 9718 (253) 661-4000 Federal Way, WA 98063-9718 AFFIDAVIT OF DISTRIBUTION 1' hereby declare, under penalty of perjury of the laws of the State of Washington, that ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) ❑ Notice of Determination of Nonsignificance and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Anticipated DNS/MDNS ❑ Other ❑ Land Use Decision Letter ❑ FWCC Interpretation XNotice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit was mailed/Cxed/�e-mc—i�10V/ osted to/at each of the following addresses on 2002 Project Name File Numbers) Signature Date Z G K:\CD Administration Files\Affidavit of Distribution.doc/Last printed 0l /03/2002 07:53 AM CITY OF FAY CITY HALL 33530 1 st Way South PO Box 9718 (253) 661-4000 Federal Way, WA 98063-9718 NOTICE OF PUBLIC LAND USE HEARING U-HAUL SELF STORAGE & TRUCK RENTAL FACILITY WETLAND/STREAM BUFFER INTRUSION Notice is hereby given that the City of Federal Way Land Use Hearing Examiner will hold a public hearing at approximately 2:00 p.m. on July 9, 2002, in the Federal Way City Hall Council Chambers, 33530 First Way South. FILE No: 01-103406-00-UP TOPIC: The applicant is proposing an intrusion into the 100-foot buffer of a Category II Wetland and an intermittent stream classified as a major stream, both of which are part of the Kitt's Corner Regional Detention Facility. The purpose of the intrusion is to construct the necessary project stormwater facilities with connection to the regional detention facility, and to connect the sanitary sewer facilities to the existing Lakehaven Utility District sewer main within the buffer. After the installation of the below grade facilities, the applicant is proposing to return all disturbed areas to their pre -construction condition and add native vegetation to the buffer areas. Buffer intrusions are subject to Process IV, Hearing Examiner decision (FWCC Sections 22-1312[c] & 22-1359[t]). LOCATION: 34001 Pacific Highway South APPLICANT: Donald J. Hill Triad Associates 11814 115" Avenue NE Kirkland, WA 98034 CITY CONTACTS: David Graves, Contract Senior Planner, 206.297.2106 Greg Fewins, Deputy Director, 253.661.4108 Any person may participate in the public }tearing by submitting written comments to the Hearing Examiner, either by delivering these comments to the Department of Community Development Services prior to the hearing, or by giving them directly to the Hearing Examiner at the hearing; or by appearing in person, or through a representative, at the hearing and presenting public testimony. The Hearing Examiner will issue a decision on the application within 10 working days after the close of the hearing. Only persons who submit written or oral comments to the Hearing Examiner may appeal the Hearing Examiner's decision. The application for the proposal is to be reviewed under applicable codes, regulations, and policies of the City of Federal Way. The official file is available for review during working hours (Monday through Friday, 8:00 a.m. to 5:00 p.m.) in the Department of Community Development Services, 33530 First Way South, PO Box 9718, Federal Way, WA 98063-971 S. The staff report will be available for review one week prior to the hearing. Doc ID 19370 06/18/02 TUE 15:53 FAX 2536614048 r.TTV Mn WA17 10001 » xe TX REPORT ear �&&a>icae�*�k�k��kxce�cea�ca�c><c TRANSMISSION OK TX/RX NO 3189 CONNECTION TEL 99255750 CONNECTION ID ST. TIME 06/18 15:52 USAGE T 01'15 PGS. 3 RESULT OK 33530 First Way South PO Box 9718 Federal Way 99063979g City of Federal Way 253-681�OQ0: Fax 253-661�048 yyww-dlyof ederalway.cam To: Teryl Heller From: Tina Piety, Administrative Assistant Fax: 253-925-5750 Fam 253-661-4048 Phone: 253-925-5565 Phone: 253-661-4105 Date: 6/18/02 Pages: 3 Re: Legal Notices ❑ Urgent © For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle 0 Carnments: Please publish the following legal notices (Notice of Public Hearing, files 02-101267-00- UP & 01-1034064)0-UP) in Saturday's (6/22/02) issue. Please furnish an affidavit of publication. Also sent via e-mail. Thanks Tina Piety - Legal Notices Page 1 From: Tina Piety To: production@fedwaymirror.com Subject: Legal Notices Please publish the attached legal notices (Notice of Public Hearing, files 02-101267-00-UP & 01-103406-00-UP) in Saturday's (6/22/02) issue, Please furnish an affidavit of publication. Also sent via fax. Thanks W s/161oz offyOF It U DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33530 First Way South PO Box 9718 Federal Way WA 98063-9718 253-661-4000;Fax 253-661-4129 www.ci.federal-way.wa.us ESA LISTED SALMONIDS CHECKLIST MAY 2 ® 2002 Applicant Information U-Haul International, Inc. Attn. Parul Butala 2721 North Central Avenue Phoenix, AZ 85004 Phone: (602) 263-6852 Project Information Name: U-Haul Rental & Storage Facility Location: 34001 Pacific Highway South in Federal Way. Southwest of the 16a' Avenue South and Pacific Highway South intersection. Description: The proposed development involves construction of a 65,000 square foot mini -storage and truck rental facility on an 8.28-acre site. This worksheet was designed to help project proponents and government agencies identify when a project needs further analysis regarding adverse effects on ESA (Endangered Species Act) listed salmonids. Salmonids are salmon, trout, and chars, e.g. bull trout. For our purposes, "ESA listed salmonids' is defined as fish species listed as endangered, threatened, or being considered for listing. If ESA listed species are present, or ever were present, in the watershed where your project will be located, your project has the potential for affecting them, and you need to comply with the ESA. The questions n this section will help determine if the ESA listings will impact your project. (The Fish Program Manager at the appropriate Department of Fish and Wildlife [DFW] regional office can provide information for the following two questions.) Are ESA listed salmonids currently present in the watershed in which your project will be located? Yes X No _ If yes, please describe: Hylebos Creek maintains populations of Coho and Chum salmon, Steelhead and Cutthroat trout. The creek is also considered by the US Fish and Wildlife Service as bull trout habitat (a threatened species under the Endangered Species Act). 2. Has there ever been an ESA listed salmonids stock present in this watershed? Yes X No Uncertain If yes or uncertain, please describe: The watershed has historically hosted annual runs of Coho, Chum and Chinook salmon and Cutthroat trout. If you answered "yes" to either of the above questions, you should complete the remainder of this checklist. Bulletin #040 — September 1999 Page 1 of 4 k:\Handouts — Revised\salmonids Checklist PROJECT SPECIFICS: The questions in this section are specific to the project and vicinity. 1. Name of watershed: Hylebos 2. Name of nearest water body: Kitts Corner Regional Storm Drainage Detention Facility 3. What is the distance from this project to the nearest body of water? 120 Feet (Often a buffer between the project and a stream can reduce the chance of a negative impact to fish.) 1. What is the current land use between the project and the potentially affected water body (parking lots, farmland, etc.)? A grass bank, a sewer maintenance access road and a 100-foot wetland buffer lie between the project site and the Kitts Corner Regional Storm Drainage Detention Facility 5. Is the project above a: Natural permanent barrier (waterfall) Yes _ No Natural temporary barrier (beaver pond) Yes _ No Man-made barrier (culvert, dam) Yes X No Other (explain): The project is above a fill slope and the Kitts Corner Regional Storm Drainage Detention Facility. 6. If yes, are there any resident salmonids populations above the blockage? Yes No X Don't know 7. What percent of the project will be impervious surface (including pavement & roof area)? According to preliminary calculations, the project site being developed will be covered by approximately 70% of impervious surface areas. FISH MIGRATION: The following questions will help determine if this project could interfere with migration of adult and juvenile fish. (Both increases and decreases in water flows can affect fish migration.) 1. Does the project require the withdrawal of: i. Surface water? Yes No X Amount: Name of surface water body: ii. Groundwater? Yes No X Amount: From where: Depth of well: 2. Will any water be rerouted? Yes _ No X If yes, will this require a channel change? Yes _ No Bulletin #040 — September 1999 Page 2 of 4 k:\Handouts — Revised\salmonids Checklist Will there be retention or detention ponds? Yes _ No X If yes, will this be an infiltration pond or a surface discharge to either a municipal stormwater system or a surface water body? If to a surface water discharge, please give the name of the water body. The site is adjacent to the Kitts Corner Regional Detention Storm Drainage Facility and will discharge directly to this regional facility. 4. Will this project require the building of new roads? Yes X_ No _ (Increased road mileage may affect the timing of water reaching a stream and may impact fish habitat.) 5. Are culverts proposed as part of this project? Yes X No 6. Will topography changes affect the duration/direction of runoff flows? Yes X No If yes, describe the changes: Storm drainage from the developed project will be directed to the proposed storm drainage conveyance system which will outfall to the existing Kitts Corner Regional Storm Drainage Facility adjacent to the project to the west. 7. Will the project involve any reduction of the floodway or floodplain by filling or other partial blockage of flows? Yes No X If yes, how will the loss of flood storage be mitigated by your project? WATER QUALITY: The following questions will help determine if this project could adversely impact water quality. Such impacts can cause problems for listed species. (Water quality can be made worse by runoff from impervious surfaces, altering water temperature, discharging contaminants, etc.) 1. Do you know of any problems with water quality in any of the streams within this watershed? Yes No X If yes, please describe. 2. Will your project either reduce or increase shade along or over a water body? Yes _ No X (Removal of shading vegetation or the building of structures such as docks or floats often results in a change in shade.) 3. Will the project increase nutrient loading or have the potential to increase nutrient loading or contaminants (fertilizers, other water discharges, or runoff) to the water body? Yes _ No X 4. Will turbidity be increased because of construction of the project or during operation of the project? Yes _ No X (In -water or near water work will often increase turbidity.) 5. Will your project require long term maintenance, i.e. bridge cleaning, highway salting, chemical sprays for vegetation management, clearing of parking lots? Yes X No _ If yes, describe: Regular maintenance of buildings, parking lots and landscaped areas will take place. Bulletin #040 — September 1999 Page 3 of 4 k:\Handouts — Revised\Salmonids Checklist VEGETATION: The following questions are designed to determine if the project will affect riparian vegetation, thereby adversely impacting salmon. 1. Will the project involve the removal of any vegetation from the stream banks? Yes X No If yes, please describe the existing conditions, and the amount and type of vegetation to be removed. Storm drainage from the developed site will be directed to the existing Kitts Corner Regional Storm Drainage Detention facility and its adjacent/created wetland across the existing 100-foot wetland buffer to the northern portion of the existing detention facility/created wetland in underground piping/catch basins. The vegetation in the 100-foot wetland buffer between the developed site and the proposed outfall at the existing detention facility/wetland is native grass on an existing fill bank. Similarly, a sanitary sewer main from the developed site will be directed to the existing sanitary sewer manhole in an existing sewer maintenance access road adjacent to the Kitts Corner Regional Storm Drainage Detention facility and its adjacent created wetland across the existing 100-foot wetland buffer to the existing detention facility/wetland in an underground sewer main. The vegetation in 100-foot wetland buffer between the developed site the existing detention facility/created wetland is native grass on an existing fill bank. 2. If any vegetation is removed, do you plan to re -plant? Yes X No If yes, what types of plants will you use? The vegetation impacted by the above improvements will be restored/replanted per the Wetland Restoration Plan (prepared by AESI dated 10/29/01). NOTE: Most applicants should have the information necessary to answer most of the questions in this checklist. Additional information will need to be obtained by local and state agencies if it appears that the project is likely to affect ESA listed species. RESOURCES Washington Department of Fish and Wildlife Website www.wa.aov/wdfw,.' This site has useful information of fish habitat. Washington Department of Ecology Website www.wa.i),,ov/ecoloM/ Click on the Water Quality button on the left side of this page. National Marine Fisheries Services Website Evolutionarily Significant Unit (ESU) maps can be found at www.iiwr.noaa.gov Go to this site and then click on the ESA Salmon button. Bulletin #040 — September 1999 Page 4 of 4 k:\Handouts — Revised\Salmonids Checklist iL- May 16, 2002 David Graves Contract Associate Planner City of Federal Way 33530 1st Way South Federal Way, WA 98003-6210 RE: U-Haul Mini Storage and Truck Rental Facility 34001 Pacific Highway South City File No. 01-103406-OOUP Triad Job No. 99-355 Dear David: MAY 2 0 2002 TRLAD ASSOCIATES 11814 115th Avenue NE Kirkland, WA 98034-6923 425.821.8448 425 8213481 Fax 800 488 0756 toll free Vat T 5 lb rILO" � {I We have revised the site plan and preliminary plans to address the additional review comments per your review letter dated April 22, 2002 (copy enclosed) and have enclosed 3 copies of each of the following: • Cover Sheet, revision dated 5/16/02, sheet 1 of 4, Triad Associates • Site Plan, revision dated 5/16/02, sheet 2 of 4, Triad Associates Preliminary Grading, Utility and Channelization Plan, revision dated 5/16/02, sheet 3 of 4, Triad Associates • Preliminary Landscape Plan, revision dated 5/16/02, sheet 4 of 4, Triad Associates ■ Color "Site Plan/Floor Plan", dated 5/7/02, 24x36, UHaul • Color "Site Plan/Floor Plan", dated 5/7/02, l lxl7, UHaul • Color "Elevation — Building A" Exhibit, dated 5/8/02, 24x36, UHaul • Color "Elevation — Building A" Exhibit, dated 5/8/02, 1 lx17, UHaul • Color "Mini Elevations" Exhibit, dated 5/8/02, 24x36, UHaul ■ ESA Listed Salmonids Checklist, dated 5/16/02, 4 pages The enclosed re -submittal items have been provided to address the comments in your review letter dated April 22, 2002 as follows: 1. The "Site Plan/Floor Plan" provides the requested architectural dimensions and lists the requested Building A retail area in the "Site Demographics" box. The "Mini Elevations" have been revised to be consistent with the "Site Plan/Floor Plan"- 2. The requested ESA Listed Sahnonids Checklist has been completed and is enclosed. In addition to the above, you have relayed and I have confirmed with Kevin Peterson of the Public Works Department, that the dedication for South 340t' Street is required to extend parallel to the north property line to the existing Kitts Corner Regional Detention Facility easement. This revision required that Building E be moved 10' to the south in order to maintain the required 20' building setback from the public right-of-way dedication. The enclosed plans have been revised to show this revision. David Graves May 16, 2002 Page 2 of 2 This re -submittal addresses all of the review comments and/or requested items. Please complete your review so that the Process III approval can be issued and the Process IV Public Hearing can be scheduled as soon as possible. If you have any additional questions, please do not hesitate to call. Sincerely, TRIAD ASSOCIATES Don Hill, P.E. Project Manager Enclosures cc: Parul Butala, U-Haul International, Inc. Ashish Dandavate, Dick Fritshe Design Group Brad Taggart, Builders Inc. g4-3s-5-- CITY OFis-7 Wfa" April 22, 2002 Don Hill, P.E. Triad Associates 11814 — 115th Avenue NE Kirkland, WA 98034-6923 Ry Fay to; 425.821.3481 0 RE: REQUEST FOR ADDITIONAL INFORMATION U-Haul Mini Storage & Truck Rental Facility File No. 01-103406-OOUP (Related File No. 01-103407-OOSE) Dear Mr. Hill: v-'V98.0-0a-62 I have reviewed the materials submitted to the City of Federal Way on April 8, 2002 in response to comments and memoranda from City staff. Two issues remain outstanding: While the submitted color elevations illustrate structures which may be consistent with the Community Design Guidelines, without architectural plans drawn to scale with dimensions, I am unable to ascertain whether this is actually the case. Additionally, the color elevations do not appear to match portions of the site plan as far as building sizes and number of units. Until I receive architectural plans which match the proposed site plan, I can not complete my review, issue a Process III decision and/or schedule the hearing related to the proposed wetland buffer intrusions. 2. ESA Listed Salmonids Checklist: Attached is an ESA Listed Salmonids Checklist. This checklist, devised by the Department of Fish and Wildlife, is not a mandatory component of your project submittal. However, due to the fact that the proposed wetland buffer intrusion occurs in the buffer of a wetland associated with a tributary to West Hylebos Creek, it would be helpful in our review and in support of your proposed wetland buffer intrusion if the attached checklist could be completed and submitted to accompany the Staff report to the Hearing Examiner. Note that the completion of the ESA Checklist will not impact the timing of the Process III decision. We appreciate your cooperation in this matter. In order to include the completed checklist in the Staff Report to the Hearing Examiner, I would greatly appreciate it if you could submit it to the City by May 15, 2002. MR. DON HILL, P.E. CITY FILE No. 01-103406-00 APRIL 22, 2002 PAGE 2 This request for additional infonnation suspends the expedited Review time Frame. It will be re -started within fourteen (14) days of the date of your complete response to this request. If you have any questions regarding this request, please do not hesitate to contact me at 206.297.2106, or Greg Fewins, Deputy Director, at 253.661.4108. i rely, DavidGraves, AICP Contract Senior Planner Madrona Planning & Development Services Encl.: ESA Listed Salmonids Cheeklist(Sent via e-mail 4/22/2002) cc: Greg Fewins File CITY OF i •� 33530 1ST WAY SOUTH February 22, 2002 Don Hill Triad Associates 11814 115t' Avenue NE (206) 661-4000 FEDERAL WAY, WA 98003-6210 FILE Kirkland, WA 98034 Via Fax: 425 821-3481 RE: ACKNOWLEDGEMENT OF RECEIPT OF RESUBMITTAL AND REQUEST FOR ADDITIONAL INFORMATION Regarding U Haul Mini -Storage and Truck Rental Facility 34001 Pacific Highway South File No. 01-103406-OOUP Dear Don: I have reviewed the eight (8) items submitted February 15, 2002 in response to the previous letters and memorandums from the relevant review departments at the City. Thank you. The material has been distributed to Sarady Long and Kevin Peterson of the Public Works Department. This letter contains comments, questions and requests for additional information from planning review of the re -submitted items. Any comments, questions or requests for additional information from Public Works will be sent separately. My comments follow the format used in the 2/13/02 letter from you and the 2/4/02 letter from Parul Butala of AMERCO. Only those items eliciting comments, questions or requiring additional information are listed. All others can be considered addressed by your most recent submittal. Triad Letter A.1. Parking Analysis. I have forwarded the parking analysis to the traffic engineer in Public Works for his comments. The report does not explain why 29 general parking spaces are provided (35 shown less 6 for display truck parking). Please provide telephone and address for Foerster Engineering, LLC so any other questions, if they arise, can be directed to Stanton Foerster. REQUEST FOR ADDITIONAL INFORMATION PAGE 2 U HAUL SELF-STORAGEAND nuCKRENTAL FACILITY CFIYFILENOS.: 01-103407-OOSE, 01-103406-OOUP A.2. Project will be conditioned on the installation of the subject signs prior to issuance of Certificate of Occupancy. Retention and maintenance of the signs throughout the life of the business will also be a condition of approval. A.4. Asked for "color and material elevation drawings of all sides of the storage units that will line the perimeter of this site (and therefore be visible from the public right of way). (Building D is not included in this requirement.) The re -submitted elevations do not show either Building B or E. From the view of Building B in the re- submitted east elevation, it appears this building may be almost, if not, two stories. It is necessary to know its height as well. See additional comments below in response to AMERCO's 2/4/02 letter. AMERCO Letter A-4. Same as "AA." above. Section 22-1634. Site Desi�rr a) General Criteria 2) Pedestrian Areas and Amenities. Letter states "seating areas and outdoor benches" are incorporated in the site plan. I was able to identify what appears to be a bench on the north side of the southern pedestrian walkway, however there is no written indication of this on the plan or in the legend. Please clarify. Where are the other "areas ' and "benches"? 3) Pedestrian Areas. Please identify the pedestrian area (see code selection of pedestrian areas which includes "seating areas") that is "near the proposed bus stop". An additional bench along this walkway is appropriate. d) Pedestrian Circulation and Public Spaces 2) Pedestrian Pathways. These shall be "delineated by separate paved routes using a variation in paved texture and color" (FWCC 22-1634 (d)). Please describe the choice of pavement material and color. Sheets 2, 3, and 4 of 4 only state "marked walkway". Pavement striping of pedestrian walkways is not an option. Additional comment: A similarly delineated pedestrian walkway should be added to the front fagade of the building between the "eggshell black" garage door and the northeast corner of the building where it meets the north to south pedestrian walkway. 4) `Bicycle Rack is provided on site plan." I cannot find this item on the site plan. Convenient placement close to the front entrance and street is important. 5) "Outdoor Furniture & Fixtures such as lighting, benches and freestanding signs are incorporated in the site design." Please identify "benches" and proposed freestanding sign. Any anticipated freestanding sign should be designed to not conflict with the required landscaping. Signage is regulated and permitted separately from Process III approval under FWCC Article XVIII. REQUESTFORADDTrJ0\A1 INFORMATION PAGE 3 U HAUL SELF-STORAGEAND nuCKRENTAL FACILITY CITYF=NOS.: 01-103407-OOSE, 01-103406-OOUP f) Commercial Service and Institutional Facilities. 2) Site Utilities. There was no response to this item. If located in the front landscape area, identify on the site plan and indicate the manner in which they conform to FWCC 22-1634(f)(2). Section 22-1635. Buildin Desi is All Districts b) Building Fagade Modulation and Screening Options. This criterion requires the use of "at least two of the four options described" in this subsection. 1) Fagade Modulation: The re -submitted elevation drawings are not scaled and therefore it is not possible to assess their compliance with the minimum and maximum width and depth criteria. Also, no accurate plan view accompanies these elevations also making it impossible to assess the depth requirements of these subsections. Specifically, the @ 200' north elevation and @185' South Elevation do not appear to comply with required modulation. The ground level walls of the northwest and northwest sections of the north elevation will require treatment under this subsection or `Building Articulation" below. 2) Landscape Screening: Type II Landscaping screening is OK for the south elevation of Bldg. B and the north elevation Bldg. E. However, since these will be visible from the public right of way they will also require the use of a second option under 22-1635(b). Submitted elevations for Buildings B and E should clearly show the application of this second option. 3) Canopy. Please describe (and scale) the manner in which the proposed canopy complies with this criterion. It appears to be well beneath the 50% requirement. c) Building Articulation and Scale. The elevation drawings re -submitted show an increase in methods of articulation. However, the ground level walls of the northwest and northeast sections of the north elevation face the S 340 Street ROW and thereby need to incorporate items from the list of 'Methods" in paragraph 2 of this subsection. A suggestion for the northeast section of this North Elevation is the inclusion of additional glazing along with the one window section included in the second elevation submittal. Also, please clarify the "white" cornice shown on the re -submitted South Elevation. This differs from the cornice on the remainder of the building. Is this intentional? The requirements of this criterion also apply to the rear of all storage units (Buildings B and E) that are visible from the right of way. Section 22-1638. District Guidelines b) Business Park. 3) Please clarify if the storefront windows labeled "storefront glass" are clear or mirrored. REQUESTFORADDi77DNAG INFORMATION U HAUL SELF-STORAGEAND 7)?ucKRL7vTAL FACILITY C=FILENOS.: 01-103407-OOSE, 01-103406-OOUP PAGE 4 This Request for Additional Information suspends the Expedited Review time frame. It will be re -started within fourteen (14) days of the date of your complete response to this request. If you should have any questions regarding this letter or your development project, please feel free to call me at 206.297.2106, or Greg Fewins, Deputy Director, at the City of Federal Way, at 253.661.4108. Sing rely, Art Pederson Contract Associate Planner Madonna Planning & Development Services CITY OF _� 33530 1ST WAY SOUTH FEDERAL WAY, WA 98003-6210 FILE December 4, 2001 Don Hill Triad Associates 11814 115ih Avenue NE Kirkland, WA 98034 Via Fax: 425 821-3481 RE: REQUEST FOR ADDITIONAL INFORMATION Regarding proposal review under Federal Way City Code (FWCC) Article XIX Community Design Guidelines for U Haul Mini -Storage and Truck Rental Facility 34001 Pacific Highway South File No. 01-103405-OOUP Dear Don: I have completed a preliminary review of the project proposal under the City Community Design Guidelines (FWCC Article XIX). The following comments and requests pertain to items addressed in the design guidelines that either need clarification or where incomplete information regarding the building design was submitted. Please note that this review is not complete, other issues under these guidelines may arise as I am still waiting for additional building and site design items from the September 21, 2001 Letter of Completeness and Request for Additional Information. Section 22-1634. Site Desisrrr a) General Criteria 2 and 3) Please explain and show the manner in which this guideline has been addressed. d) Pedestrian Circulation and Public Spaces 1) A pedestrian pathway connecting the sidewalk on Pacific Highway South with the main building entrance must be provided. Consideration should be given to the Metro bus stop to be located either in front of the property or to the north of S 341st Street (see comment #5, October 22, 2001 memo from Sarady Long, Public REQUEST FOR ADDITIONAL INFORMATION U HA UL SELF -STORAGE AND TR UCK RENTAL FACILITY CITYFILENOS.: 01-103407-OOSE, 01-103406-OOUP PAGE 2 Works Department). Pathway placement should also respond to existing or proposed crosswalks on Pacif c Highway S. A second, but smaller pedestrian Path should be included across the southeast corner of the site for travel to and from the south. 2) Pedestrian Pathways. Please respond to this criterion in light of the required pedestrian connection above. 4) Bicycle Racks. A simple "ribbon" rack capable of holding 3-4 bicycles should be adequate. Convenient placement close to the front entrance and street is important. 5) Outdoor Furniture.... Please describe how this proposal addresses this requirement. f) Commercial Service and Institutional Facilities. 2) Site Utilities. Please locate these utilities in the site plan and describe how their location and design complies with these criteria. Section 22-163i. Buildin Deli n: All Districts a) General Criteria 3) Will perimeter fencing be utilized? If so, please describe the manner in which they address this criterion b) Building Facade Modulation and Screening Options. The elevation drawings submitted with this application show small canopies and the use of modulation on the front fagade. However, the two (2) side facades will also be visible from the right of way and therefore are covered by criteria 1-4 in this sub- section. Please review these criteria and show and describe how they are addressed by this proposal. This criterion also applies to the rear of all storage units that are visible from the right of way. c) Building Articulation and Scale. The elevation drawings submitted with this application show some articulation but predominately the walls are non -articulated. Again, in addition to the front fagade the two (2) side facades will also be visible from the right of way and therefore are covered by criteria 1-3 in this sub -section. Please review these criteria and show and describe how they are addressed by this proposal. This criterion also applies to the rear of all storage units that are visible from the right of way. Section 22-Ib3b ;?,,;7,4; ng and Pedestrian Orientation. Consider this guideline when responding to 22-1634.d above. Section 22-1 b38. District Guidelines c) Business Park. 1) Please review in light of above comments regarding pedestrian pathways and REQUEST FOR ADDITIONAL INFORM,4TION PAGE 3 U HAUL SELF -STORAGE AND TRUCK RENTAL FACILITY CITY FILE NOS:: 01-103407-OOSE, 01-103 40E-Oo UP access.:. - This Request for Additional Information continues the suspension of the Expedited Review time frame. It will be re -started within fourteen (14) days of the date of your complete response to this request. If you should have any questions regarding this letter or your development project, please feel free to call me at 206.297.2106, or Greg Fewins, Deputy Director, at the City of Federal Way, at 253.661.4108. Sin y, 4 Art Pederson Contract Associate Planner Madonna Planning & Development Services NOTICE OF LAND USE APPLICATION AND ANTICI- PATED DETERMINATION OF NONSIGNIFICANCE Project Name: U-Haul Self -Storage and Truck Rental Facility Project Description: U-Haul is propos- ing to construct a 65.000 square foot mini -storage and truck rental facility on an 8.27 acre site. The entire project. with the exception of a sewer main, will be located on the eastern 4.3 acres of the site. The western 3.98 acres are in a permanent easement for the Kitts Corner Regional Stormwater Detention Facility. The pro ect includes a 12•lool right-of-way dedication and frontage improvements along Pacific Highway South (SR 99) and a 30-foot right-ol- way dedication for the construction of South 341 st Street from SR 99 to the west. Vehicular access to the site will be from South 341st Street. APPHeM.- Don Hill of Triad Associates - for U-Haul International, Phoenix, Ari- zona Project Location: 34011 Pacific High- way South, West of the intersection of Pacific Hwy S and Enchanted Pkwy/SR 161 Date Application Received: August 29, 2001 Date Determined Complete: Sep- tember 20, 2001 Date of Notice of Application: Sep- tember 26, 2001 Permits Required by this Applica- tion: Process III and Process IV Hearing Examiner's Decision: File No. 01- 103406-00-UP Environmental Review: File No. 01- 103407-00-SE Other Permits Known at This Time and not Included in This Application: Right -of -Way Permit Relevant Environmental Documents are Available at the Address Below: XYes_No Development Regulations to be Used for Project Mitigation, Known at This Time: FWCC Chapter 22, Zoning; FWCC Chapter 18, Environmental Pro- tection; FWCC Chapter 21. Surface & Stormwater Management Anticipated Environmental Determi- nation: Based upon review of a com- pleted environmental checklist and other information on file with the city, it is likely that the City of Federal Way will determine that the project will not have a probable significant adverse impact on the environment. It is likely that an environmental impact statement (EiS) will not be re uired under RCW 43.21 C.030{2�(c). The city anticipates that a Determination of Nonsignificance (DNS) will be issued for the proposed project. The optional DNS process of WAC 197.11-355 is being used. The_ proposal may include mitigation mea sures under applicable codes, and the Project review process may incorporate or require mitigation measures regard- iess of whether an EIS is prepared. A copy of the subsequent -threshold deter- mination for the specific proposal may be obtained upon request (in addition, the lead agency may choose to main- tain a general mailing list for threshold determination distribution). Integrated Comment Period: Consis. tent with the provisions of WAC 197-11• 355, a single integrated comment peri- od will be utilized to obtain comments on the Notice of Application and Antici- pated Environmental Determination. This may be the only opportunity to comment on the environmental impacts of the proposal. Any person may submit written com- ments on the environmental impacts of the proposal to the Director of Commu- nity Development Services by 5:00 p.m. on October 10, 2001. Any inter- ested party may appeal the environ- mental threshold determination- Details of appeal procedures for the requested environmental decision will be included with the written decision. Issuance of Final Environmental Determination: If timely comments do not identify probable significant adverse Impacts that were not considered by the Anticipated Environmental Determi- nation, the DNS will be issued without a second comment period. A copy the DNS may be obtained upon request. Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations, including the Federal Way City Code and King County Surface Water Design Manual and Road Siandards- The official file is available for public review at the Department of Community Development Services, 33530 First Way South, PO Box 9718, Federal Way, WA 98063-9718, City Contacts: Art Pederson, Contract Associate Planner, Madrona Planning & Development Services, Phone: 206.297.2106 or Greg Fewins, CDS Deputy Director, City of Federal Way, Phone: 253.661.4108 LEGAL NO. FWM-347 Published: Federal Way Mirror September 26, 2001 mad OR_ - Your Community Newspaper - Affidavit of Publication Vance W. Tong, being first duly sworn on oath, deposes and says that he is the Publisher of The Mirror, a semi -weekly newspaper. That said newspaper is published in the English language continually as a semi -weekly newspaper in Federal Way, King County, Washington, and is now and during all of said time has been printed in an office maintained at the aforementioned place of publication of said newspaper. That the annexed is a true copy of a Legal Advertisement by City of Federal Way L-347 as it was published in regular issues (and not in supplemental form) of said newspaper once each week for a period of one consecutive week(s), commencing on the 26th day of September. 2001_, and ending on the 26th day of September, 20 01 , both dates inclusive, and that such newspaper was regularly distributed to its readers during all of said period. That the full amount of the fee charged for the foregoing publication in the sum of $ 224.54, which amount has been paid in full, or billed at the legal rate according to RCW 65.16.090. Subscribed to and sworn before me this _2nd day of October 20 01 . Notary Public in and for the State of Washington, Residing at Federal Way 1414 SO. 324TH STREET, SUITE B210, FEDERALWAY,WA 98003 ■ 253-925-5565 0 FAX: 253-925-5750 Cl�1�10F CITY HALL 33530 1 St Way South PO Box 9718 (253) 661-4000 Federal Way, WA 98063-9718 AFFIDAVIT OF DISTRIBUTION I ti hereby declare, under penalty of perjury of the laws of the State of~Washington, th ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) ❑ Notice of Determination of Nonsignificance and Scoping Notice Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Anticipated DNS/MDNS ❑ Other ❑ Land Use Decision Letter ❑ FWCC Interpretation ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit w s mailed/ xed/e-mailed/posted tolat each of the following addresses on Azz 2001. Project Name IJ- File Number(s) U V Zr 2 G Signature Mix Date � G/ K:\CD Admin Files\Affidavit of Distribution.doc/Last Printed 07/30/2001 01:23 PM `)Doyt-"�4 W4 y 04 fal-14-1-� "LI AJ C)CLVstCt��' CITY OFf��, wlll�> dqr5000f" CITY HALL 33530 1 st Way South PO Box 9718 (253) 661-4000 Federal Way, WA 98063-9718 ENVIRONMENTAL DETERMINATION OF NONSIGNIFICANCE U-HAUL SELF -STORAGE AND TRUCK RENTAL FACILITY Federal Way File No. 01-103407-00-SE Description of Proposal: Construct a 65,000 square foot mini -storage and truck rental facility on an 8.27 acre site. The entire project, with the exception of a sewer main, will be located on the eastern 4.3 acres of the site. The western 3.98 acres of the site are in a permanent easement for the Kitts Corner Regional Stormwater Detention Facility (KCRSDF). The project proposal calls for an intrusion into the 100-foot wetland buffer of the KCRSDF to construct sanitary and stormwater sewer lines. Vehicular access to the property will be from South 34151 Street. Process III Directors Approval is required for the project proposal. Process IV Hearing Examiners Approval is required for the proposed wetland buffer intrusion and modification. Proponent: Donald J. Hill (for U-Haul International, Phoenix, Arizona) Triad Associates 11814 115'Avenue NE Kirkland, WA 98034 Location: 34001 Pacific Highway South Lead Agency: City of Federal Way City Contacts: Art Pederson, Contract Associate Planner, 206-297-2106 Greg Fewins, CDS Deputy Director, 253-661-4108 The Responsible Official of the City of Federal Way hereby makes the following decisions based upon review of the environmental checklist, the Federal Way Comprehensive Plan; the Final Staff Evaluation (incorporated herein by re erence as though set forth in full); and, other municipal policies, plans, rules, and regulations designated as a basis for exercise of substantive authority under the Washington State Environmental Policy Act Rules pursuant to the Revised Code of Washington (RCW) 43.21C.060. The lead agency for this proposal has determined that the proposed action does not have probable significant adverse impart on the environment, and an Environmental Impact Statement (EIS) is not required under RCW 43.21 C.032(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under the Washington Administrative Code (WAC) 197-11-355. Consitent with the provisions of this section, a single integrated comment period was utilized to obtain comments on the Notice of Application and Anticipated Environmental Determination. The 14-day integrated comment period for this proposal ended October 10, 2001. The legally mandated 14-day appeal period follows the date of issuance of this DNS and ends December 5, 2001. Any person aggrieved of the City's final determination may file an appeal with the City within 14 days of the issuance of this decision. Responsible Official: Kathy McClung Position/Title: Director of Community Development Services Address: 33530 First Way South, PO Box 9718, Federal Way, WA 98063-9718 Date Issued: November 21, 2001 Signature: � I 1 4• Doc M A]7140 ti ol W 2 � SITE ,` . .. JZT- to W S 348TH ST. cl PCs FEDERAL WAY a VICINITY MAP NO T TO SCALE CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES FINAL STAFF EVALUATION FOR ENVIRONMENTAL CHECKLIST U-HAUL SELF STORAGE AND TRUCK RENTAL FACILITY Federal Way File No. 01-103407-00-SE NOTE: The purpose of this Final Staff Evaluation is to provide technical staff evaluation of the proposed action; supplement information contained in the environmental checklist and expanded studies; provide technical information unavailable to the applicant; correct inaccurate information;and recommend measures to the responsible official to mitigate identified environmental impacts. Technical reports and attachments referencedherein and in the environmental checklist may not be attached to all copies of this evaluation. Copies of reports, attachments, or other documents may be reviewed and/or obtained by contacting the Department of Community Development Services, 33530 First Way South, PO Box 9718, Federal Way, WA 98063-9718. Phone: 253-664-4000. SUMMARY OF PROPOSED ACTION U Haul International is proposing to construct a 65,000 square foot mini -storage and truck rental facility on an 8.27-acre site at 34001 Pacific Highway South. The entire project with the exception of a sewer main will be located on the eastern 4.3 acres of the site. The western 3.98 acres of the site are in a permanent easement for the Kitts Corner Regional Stormwater Detention Facility (KCRSDF), which contains a Category II Wetland and Major Stream, a portion of the West Fork of Hylebos Creek. A portion of this permanent easement is the required 100-foot buffer for the wetland. The project proposal calls for an intrusion into the buffer to construct separate sanitary and stormwater sewer lines to connect to existing lines under an existing gravel service road within the 100-foot buffer. The project includes a 12-foot right-of-way dedication and frontage improvements along Pacific Highway South (SR 99) and a 30-foot right-of-way dedication for the construction of South 341" Street from SR 99 to the west. Vehicular access to the property will be from South 34l't Street. Process III, Director's Approval, is required for the project proposal. Process IV, Hearing Examiner's Approval, is required for the proposed wetland buffer intrusion and modification. LIST OF TECHNICAL REPORTS The following technical information was submitted as part of the development application: • SEPA Checklist, 6/8/2000, and revised 11/9/01 ■ Preliminary Architectural Site Plan prepared by Triad Associates, 7/10/2001 a Preliminary Architectural Elevations prepared by AMERCO, 5/14/2001 s Preliminary Landscape Plan prepared by Triad Associates, 07/10/2001 • Preliminary Grading and Utility Plans prepared Triad Associates, 7/10/2001 a Boundary and Topographic Surveys prepared by Triad Associates, 6/10/2001 ■ Wetland Delineation Analysis by Associated Earth Sciences, 8/24/01 Wetland Buffer Restoration Plan, Site Plan, and Report, 10/29/01 • Drainage Technical Information Report (Level 1 Offsite Analysis and Core Requirement Summary) by Triad Associates, 6/14/2001 • Preliminary Geotechnical Report prepared by Associated Earth Sciences, 6/13/2001 • Title Report by Transnation Title Insurance Company, 5/3/2001 ATTACHMENTS Vicinity Map Site Plan (reduced scale) SEPA Checklist GENERAL PROJECT INFORMATION Project Name: U-Haul Self -Storage and Truck Rental Facility Applicant: Donald J. Hill (for U-Haul International, Phoenix, Arizona) Triad Associates 11814 115`h Avenue NE Kirkland, WA 98034 Location: 34001 Pacific Highway South Zoning: Business Park (BP) Comp. Plan Designation: Business Park ANALYSIS OF ENVIRONMENTAL CHECKLIST Following are staff responses to the elements of the environmental checklist (attached) indicating whether or not City staff concurs with the applicant's response to the checklist item, or staff clarification or amendment of the response. A. BACKGROUND 1-9. Concur with the checklist items. 10. In addition to the approvals and permits listed, Process III Project Approval is required and Building Permits will be required. The Process IV "Development Application" listed by the applicant is a Process IV Hearing Examiner approval for an intrusion into and modification of the 100-foot Category II Wetland buffer on the western 3.98 acres of the site. U-Haul Self Storage & Truck Rental Facility 01-103407-00-SE / Doc ID 17141 Final Staff Evaluation Page 2 11. The proposed new access road (SE 341" Street) will extend west, not east, from the intersection of Pacific Highway South and Enchanted Parkway. 12. Concur with the checklist. B. ENVIRONMENTAL ELEMENTS Earth a-b. Concur with the checklist. C. According to the Preliminary Geotechnical Report prepared by Associated Earth Sciences, the site contains fill material varying in depth from 15 to 31 feet, depending on the location of the test borings. The report states that the fill consists of an upper fine to coarse sand with trace to little silt form the surface to between two to six feet below the surface and, below this, a silty sand or sandy silt with some gravel. The report states that the fill is well suited for parking lot support and poorly to moderately suited for building support. d-h. Concur with the checklist. 2. Air a. Short term effects to air quality will occur during the grading, construction, and paving operations. The construction activity contributes to carbon monoxide levels through the operation of construction machinery, delivery equipment and materials, and worker access to the site by automobile. Long term impacts, due primarily to customer vehicles, will vary in level according to the amount of traffic generated in the future by the proposal, but are not anticipated to be significant. b. Concur with the checklist. Compliance with local, state, and federal air quality standards provides sufficient mitigation of potential air related impacts. In addition, the applicant's proposed landscaping will provide filtering of suspended particulates. Finally, the applicant will be required to water the site in accordance with applicable regulations during construction phase to reduce the creation of dust and its impacts to the surrounding area. Water a. Surface 1) The site contains a Category II Wetland, the associated 100-foot wetland buffer, and a portion of a stream (Stream A) feeding the wetland from the north. The wetland and stream are part of the Kitts Corner Regional Detention Facility (KCRDF). The wetland drains into the West Fork of Hylebos Creek. U-Haul Self Storage & Truck Rental Facility 01-103407-00-SE / Doc m 17141 Final Staff Evaluation Page 3 2) The proposed project will occur on the eastern 4.3 acres of the 8.28-acre site. The western portion of the developed area will extend up to the required 100-foot buffer setback for both the feeder stream and Category Il Wetland. Process IV Hearing Examiner Approval has been requested for an intrusion into the 100-foot wetland buffer to construct and connect an underground sewer main and stormwater conveyance piping to the existing sewer and stormwater mains within the wetland buffer. 3-6) Concur with the checklist. b. Ground 1-2) There are no proposed groundwater withdrawals or discharges. The applicant proposes to tie into the City's sanitary sewer system as described above. Water Runoff (including stormwater) 1) Storm drainage facilities are required to be designed in accordance with all Core and Special Requirements outlined in the King County Storm Water Drainage Manual (KCSWDM) and the City of Federal Way Addendum to the KCSWDM. A Drainage Analysis Report was prepared by Triad Associates and dated June 14, 2001. Stormwater will be generated from rooftops, parking areas, and drive isles. Stormwater will be conveyed in a tightline conveyance system to an on -site Wetvault and Storm Filter vault. From here, it will be routed through the proposed wetland buffer stormwater main and then discharged directly into the KCRDF. Stormwater from an existing tightline system from the south along Highway 99 currently empties onto the site. This system will be diverted into a new stormwater line along the south property boundary and connected to the proposed wetland buffer stormwater main. The KCRDF flows into the on -site Major Stream that is a tributary to Hylebos Creek. 2) As with all paved, developed areas, the site will contribute some pollutants to ground and surface waters, as these will be washed off the site by stormwater and into the drainage system. Pollutants that accumulate on paved surfaces may include heavy metals, petrochemicals, and other substances. Prior to construction of any improvements and/or buildings on the site, those portions of the drainage facilities necessary to accommodate the control of surface and stormwater runoff discharging from the site must be constructed and in operation in accordance with all City requirements. See also c.l above. d. Per c.1 above, stormwater will be conveyed to the KCRDF (wetland) on site after detention in a wetvault. Pursuant to SEPA authority, review of the proposed method for stormwater disposal and any impacts will be adequately addressed and, if necessary, mitigated by City codes and all applicable state and federal regulations. No further mitigation measures are necessary. U-Haul Self Storage & Truck Rental Facility 01-103407-00-SE / Doc ID 17141 Final Staff Evaluation Page 4 4. Plants a. Concur with the checklist. b. Disturbance of vegetation in a 30-foot temporary construction corridor in the 100-foot wetland buffer will occur. This vegetation is primarily grass and Scotch broom. The applicant proposes to re -vegetate the disturbed area with native shrubs and, on the sloped area, hydroseeded grass. No vegetation within the wetland or stream will be disturbed. C. Concur with the checklist. d. In addition to the proposed native landscaping along the perimeter of the development area and street frontages, wetland buffer native plantings and hydroseeding as discussed in 4.b above will be installed. Pursuant to SEPA authority, review of the proposed method to preserve or enhance on -site vegetation will be adequately addressed and, if necessary, mitigated by City codes and all applicable state and federal regulations. No further mitigation measures are necessary. 5. Animals a-d. Concur with the checklist. 6. Energy and Natural Resources a-c. Concur with the checklist. 7. Environmental Health a. Environmental Health Hazards. This is a commercial self -storage and truck rental facility. While containing storage units for rent, it is not intended for any storage of hazardous materials 1-2) Normal emergency services are anticipated. The site has access to Pacific Highway South through the to be constructed South 341" Street, both of which are suitable for emergency vehicle access. No further mitigation measures are necessary at this point. b. Noise 1-3) Noise levels will increase during construction. Control measures include required conformance with local noise ordinances regulating hours of construction (Federal Way City Code [FWCC] Section 22-1006). A slight increase in noise levels due to traffic generated by this project is expected on a long-term basis. However, the project site is not close to any existing residential uses or residentially zoned parcels. No further mitigation measures are necessary. 'U-Haul Self Storage & Truck Rental Facility 01-103407-00-SE / Doc ID 17141 Final Staff Evaluation Page 5 8. Land and Shoreline Use a. 1. There are identified sensitive areas located on the site, e.g., the Category II Wetland, buffer, and stream. These sensitive areas are located within the KCRDF permanent easement area in the western portion of the site, and outside of the proposed development area. Pursuant to SEPA authority, any impacts will be adequately addressed and, if necessary, mitigated by City codes and all applicable state and federal regulations. No further mitigation measures are necessary. 9. Housing a-c. There are no existing housing units on the site. No housing units will be eliminated or created by this project. 10. Aesthetics a. According to the building plans submitted with this application, the tallest structure height will be approximately 33 feet for a "tower" architectural feature on the principal structure, which is a combined office/commercial/storage building fronting Pacific Highway South. The roof height of the principal structure will be approximately 24 feet. The height of the separate storage unit buildings varies between 20 and 25 feet. Exterior building materials for the principal structure are colored concrete panels for the first floor with Dryvit/Efis (a stucco like material) for the upper floor and tower. Trim and detail features will be primarily colored architectural sheet metal. The storage unit buildings will be of a similar material and color. The final choice and combination of building materials will be reviewed and approved under Process III in conformance with current City of Federal Way Community Design Guidelines and Development Regulations for the Business Park (BP) zone. b-c. Concur with the checklist. 11. Light and Glare a-d. Light and glare that will be produced should be typical of that generated by commercial developments. FWCC Section 22-950 regulates glare. FWCC Section 22-954 regulates lighting and will assure that on site lighting does not adversely affect the surrounding area. 12. Recreation a-c. Concur with the checklist. 13. Historic and Cultural Preservation a-c. Concur with the checklist. U-Haul Self Storage & Truck Rental Facility 01-103407-00-SE / Doc m 17141 Final Staff Evaluation Page 6 14. Transportation a. Access for the proposed project will be from South 341 Street along the north side of the property, a proposed new frontage road section constructed by the applicant for this project. This new road will align with the existing Pacific Highway South and Enchanted Parkway intersection. Pacific Highway South runs along the entire eastern side of the project site. b. A southbound Metro bus stop is located along Pacific Highway South adjacent to the project site. c. FWCC Section 22-864 requires one parking space for each 300 square feet of rental facility space (3.3 per 1000 square feet). The applicant proposes to provide 25 parking stalls for this use. Additionally, 13 parking spaces for rental truck display and 26 spaces for rent as RV or boat storage are proposed. The truck rental portion of this proposal, as an Accessory Use and not a Primary Use, will be restricted in number to a maximum of six rental truck parking/display spaces along either street frontage. These will be required to be dispersed into two separate display areas pursuant to a previous code interpretation specifically for this project on accessory uses. The number of parking spaces for the self - storage portion of this proposal, beyond those provided by the rental portion of the proposal, will be determined under the Process III review. d. Pursuant to FWCC Section 22-1474, "Required Public Improvements," street improvements must be installed based on the right-of-way classification abutting the parcel to be developed, and dedications of a portion of the property shall be required when the existing right of way is less than that required by FWCC Sections 22-1524 through 22-1528, as appropriate. Pacific Highway South must be improved to meet its street classification. This will include a 45-foot pavement section from the street centerline to a required curb, gutter, six-foot planter strip with street trees, eight -foot sidewalk, three-foot utility strip, and streetlights. Half -street improvements for proposed South 3 4 1 " Street shall be constructed according to the requirements of Federal Way Public Works street requirements and standards. Overhead utility lines on Pacific Highway South must be placed underground. Concur with the checklist. f-g. FWCC Section 22-1475, "Additional Improvements'" allows the City to require the applicant to provide traffic studies and other data describing the traffic impacts of the proposed development, the need for improvements under this section, and the reasonable pro-rata share of the costs of these improvements to be borne by the applicant. Traffic associated with this proposal is expected to occur throughout business hours and not be concentrated during morning or evening peak hours. A traffic analysis supplied by the applicant has shown that expected trip generation would be less that ten peak hour trips. Based on this finding, a Traffic Impact Analysis is not required and no mitigation is necessary or required. U-Haul Self Storage & Truck Rental Facility 01-103407-00-SE / Doc ID 17141 Final Staff Evaluation Page 7 15. Public Services a-b. Concur with the checklist. 16. Utilities a. Concur with the checklist. b. Sanitary sewer and water service will be supplied by Lakehaven Utility District. CONCLUSION Based on staff analysis of the application, the completed SEPA checklist, consultant's reports, and applicable City and county regulations and policies, the proposal can be found to not have a probable significant adverse impact on the environment. The City reserves the right to review any further revisions or alterations to the site or the proposal in order to determine the environmental significance or nonsignificance of the project at that point in time. Prepared by: Art Pederson, Contract Associate Planner Madrona Planning & Development Services, 206-297-2106 Date: November 19, 2001 U-Haul Self Storage & Truck Rental Facility 01-103407-00-SE / Doc ro 17141 Final Staff Evaluation Page 8 is -haul Facility — City of Federal Way SEF h ecklist FOR AGENCY USE ONLY Purpose of Checklist: The State Environmental Policy Act (SEPA), chapter 43.21 C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help the City of Federal Way's Responsible Official and any other agencies with jurisdiction to identify impacts from a proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the City of Federal Way decide whether an EIS is required. A. BACKGROUND 1. Name of proposed project, if applicable: U-Haul Rental and Storage Facility 2. Name of proponent: U-Haul International, Inc. 3. Address and phone number of proponent and contact person: Proponent: U-Haul International, Inc. Attn: Parul Butala 2721 North Central Avenue Phoenix, AZ 85004 (602) 263-6852 Phone Contact Person: 4. Date checklist prepared: June 8, 2001 Donald J. Hill Triad Associates 11814 —115th Avenue NE Kirkland, WA 98034 (425) 821-8448 Phone (425) 821-3481 Fax Email: dhiil triadassoc.com 5. Agency requesting checklist: City of Federal Way Department of Community Development 6. Proposed timing or schedule (including phasing, if applicable): Once the Process IV Review, SEPA Review, and all subsequent construction approvals have been granted, all on -site and off -site improvements will be constructed in a single phase. It is anticipated that construction will commence in Fall 2001. 7. Do you have any plans for future additions, expansions, or further activity related to or connected with this proposal? If yes please explain. There are no additional plans anticipated at this time. tJ-haul Facility — City of Federal Way SEF hecklist FOR AGENCY USE ONLY 8. List any information you know about that has been prepared, or will be prepared, directly related to this proposal. The following environmental information has been prepared for the U-Haul Facility proposal and is included as supplemental information to this Checklist: a) Level 1 Downstream Analysis prepared by Triad Associates dated June 14, 2001. b) Wetland Delineation and Stream Identification Report prepared by Associated Earth Sciences, Inc. dated July, 2001. c) Preliminary Geotechnical Study prepared by Associated Earth Sciences, Inc. dated June 13, 2001. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by this proposal? No. 10. List any governmental approvals or permits that will be needed for your proposal, if known. * Process IV Development Application City of Federal Way * SEPA Threshold Determination City of Federal Way " Clearing and Grading Permits City of Federal Way * Road and Storm Drainage Approval City of Federal Way " Sewer and Water Availability Certificates Fairhaven Utility District 11. Give brief, complete description of the proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The proposed development involves construction of a 65,000 square foot mini - storage and truck rental facility on an 8.28-acre site in the Business Park (BP) zone. The proposed mini -storage facility is allowed as a primary use in the BP zone, with the truck rental component considered an accessory use. The western 3.98-acres of the parcel is dedicated to a permanent easement for the Kitts Corner Regional Detention Facility, with the remaining 4.3-acres proposed for the development. The proposed project will obtain access from a proposed new road to be extended east from the Pacific Highway South and 161h Avenue South intersection, along the northern property boundary. Public water and sewer will serve the project. Please refer to the site plan prepared by Triad Associates. 12. Location of the proposal. Provide a street address, if any, and section, township, and ranee, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if available. The subject property is situated on 8.28-acres, located within the jurisdictional boundaries of the City of Federal Way in the NE'/4 of Section 20, Township 21 North, Range 4 East W.M. The site is located south of 16th Avenue S. and Pacific Highway South intersection, with eastern property frontage directly on Pacific U-haul Facility City of Federal Way SEF. necklist FOR AGENCY y - USE ONLY Highway South. Please refer to the legal description, site plan, vicinity map and topographic map submitted as part of the Process IV application. B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): flat, rolling, hilly, steep slopes, mountainous. b. What is the steepest slope on the site (approximate percent slope)? According to the topographic survey prepared by Triad Associates, the steepest slope on the site is approximately 20% located near the central portion of the property leading to the regional detention facility. The remainder of the site, the area proposed for development, is relatively flat at 1 %-5%. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, and muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. According to the Preliminary Geotechnical Report prepared by Associated Earth Sciences, Inc. on .tune 13, 2001, the site is underlain by loose to medium dense fill overlying an alluvial deposit consisting of Iooselmedium stiff sand, clayey silt, and silty clay, overlying dense to very dense advance washout sand and gravel. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. There are no apparent indications of unstable soils on -site or in the immediate vicinity. According to the King County Sensitive Areas Map, there are no erosion, landslide or seismic hazard areas within close proximity of the site. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Grading of the site will be necessary to prepare the building pads, parking area, roadway and utility improvements. Based on preliminary calculations prepared by Triad Associates, there will be approximately 3,000 cubic yards. f. Could erosion occur as a result of clearing, construction, or use? if so, generally describe. Some erosion could occur on -site as a result of construction activities; however, temporary erosion and sedimentation control measures to be approved by the City of Federal Way will be employed to reduce erosion impacts. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? According to preliminary calculations, the site area being developed will be covered by approximately 70% of impervious surface areas. FOR AGENCY I) -haul Facility —City of Federal Way SEP, -hecklist USE ONLY h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: 2. Air During construction, the contractor will follow an approved temporary erosion and sedimentation control plan meeting City of Federal Way standards. Typical measures, which may be employed, include the use of silt fences, straw bales, and temporary storm drainage features. Hydroseeding exposed soils and cleared areas after construction will also reduce the potential for erosion. a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, and industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate r{ilantities if known. Construction: Emissions and dust particulates generated primarily by construction equipment will be produced during the construction phase of this project. The amount of emissions -to the air will be minimal and will occur during the actual construction of the development. Long Term Air Qualit Long-term air impacts would be those typically associated with commercial land uses. Sources of long-term emissions and odor could include vehicle emissions from increased vehicle use generated by the new retail and storage facility. The additional vehicular emissions in these areas are not anticipated to concentrate and therefore are not anticipated to create a health hazard to the surrounding areas. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. c. Proposed measures to reduce or control emissions or other impacts to air, if any: If particulates become suspended during construction, frequent watering of the site during the construction phase of the project could help control dust and other particulates generated on the site. 3. Water a. Surface: 1) is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, and wetlands)? if yes, describe type and provide names. If appropriate, state what stream or river it flows into. According to the Wetland Delineation and Stream Identification Report prepared by AESI and Federal Way inventory, the site contains a wetland and stream complex constructed as part of the Kitts Corner Regional Detention Facility located on the western portion of the subject property. 4 ti-haul Facility — City of Federal Way FOR AGENCY USE ONLY The wetland is defined as a Category II Wetland and the stream is defined as a Major Stream pursuant to the Federal Way City Code. The stream is a tributary of Hylebos Creek. 2) Will the project require any work over, in or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Yes, the proposed development will discharge treated storm water directly to the regional detention facility. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. No filling or dredging will occur in the wetland. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. There are no proposed surface water withdrawals or diversions. 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. According to the King County Sensitive Areas Map (Floodplains), the site does not lie within a 100-year floodplain. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.) Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. N/A c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection, and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. On -site storm water runoff will primarily be generated from building rooftops, parking areas and associated drive aisles. Storm water will be collected and directly discharged to the existing Kitts Corner Regional FOR AGENCY U-haul Facility — City of Federal Way SEP_ checklist USE ONLY Detention Facility at the western portion of the site. See the Preliminary Storm Drainage Report and Preliminary Utility Layout prepared by Triad Associates for more detail. 2) Could waste materials enter ground or surface waters? If so, generally describe. Some pollutants normally associated with commercial development could enter ground or surface waters; however, the amount would be minimal since the on -site drainage will include the use of water quality facilities in conformance with the City of Federal Way standards. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: The storm water runoff will be collected and conveyed to the existing Regional Detention Facility in conformance with the City of Federal Way standards. 4. Plants Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, hemlock, pine, other shrubs grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage water plants: water lily, eelgrass, milfoil, other: b. What kind and amount of vegetation will be removed or altered? The site is currently undeveloped with minimal vegetation. The eastern and central portion of the site, which is proposed for development, is generally devoid of vegetation other than low -growing shrubs and grasses. The western portion of the property, which contains the Kitts Corner Regional Detention Facility has vegetation characteristic of wetland areas. The shrubs and grasses in the eastern and central portion of the property will be removed for construction of the buildings and vehicular driveways and parking areas. The vegetation in the regional detention facility easement area is not proposed for removal or alteration. c. List threatened or endangered species known to be on or near the site. There are no known threatened or endangered species on or near the site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Native landscaping will be installed along the perimeter of the development area and street frontages pursuant to City of Federal Way guidelines. The vegetation near and around the wetland and stream complex will remain undisturbed. I) -haul Facility — City of Federal Way SEP., �_ecklist FOR AGENCY USE ONLY 5. Animals a. Circle any birds and animals, which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, so_ ngbirds, other: mammals: deer, bear, elk, beaver, other: fish: bass, perch, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None are known to exist on or near the site. c. Is the site part of a migration route? If so, explain. d. Proposed measures to preserve or enhance wildlife, if any: Installation of native landscaping will provide coverage and habitat for urban tolerant wildlife. In addition, the vegetation within the regional detention facility easement area will remain undisturbed. 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electrical energy will be the primary source of power serving the needs of the project and natural gas will be made available for the purpose of heating and other needs associated with the commercial development. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: The commercial buildings that will be constructed as a result of this project will meet or exceed the applicable commercial energy conservation/consumption requirements in the City of Federal Way and the Uniform Building Code. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. It is unlikely under normal working conditions that environmental health hazards would be encountered. All project -related construction will meet or exceed current local, state and federal laws. ,U-haul Facility — City of Federal Way SEP, ,hecklist FOR AGENCY USE ONLY 1) Describe special emergency services that might be required. In the event that environmental health hazards are encountered or occur during construction, all appropriate precautionary measures will be employed. 2) Proposed measures to reduce or control environmental health hazards, if any: State regulations regarding safety and the handling of hazardous materials will be followed during the construction process. Equipment refueling areas would be located in areas where a spill could be quickly contained and where the risk of hazardous materials entering surface water is minimized. b. Noise 1) What types of noise exist in the area, which may affect your project (for example: traffic, equipment operation, other)? The primary noise source near the project site is from vehicular traffic on Pacific Highway South to the east. The traffic noise along this roadway is not project related or generated, and is not anticipated to greatly affect the proposed project. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short-term impacts would result from the use of construction equipment during site development. Construction would occur during permitted construction hours and always in compliance with the City of Federal Way noise regulations. Long-term impacts would be those associated with the increase in vehicular traffic from future employees and customers. 3) Proposed measures to reduce or control noise impacts, if any: Construction activity will be limited to permitted construction hours and construction equipment will not be allowed to idle for continuous periods of time, which will help to mitigate the impacts of potential construction noise. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The site is currently undeveloped, other than the western portion of the property that is dedicated as a permanent easement for the Kitts Corner Regional Detention Facility. Adjacent land uses consist of undeveloped land to the north, commercial and light industrial uses to the west and south, and Pacific Highway South to the east. b. Has the site been used for agriculture? If so, describe. Not to the applicant's knowledge. 8 U-haul Facility — City of Federal Way SEF. �ecklist c. Describe any structures on the site. There are no existing structures on site. d. Will any structures be demolished? If so, what? N/A e. What is the current zoning classification of the site? The site is zoned BP (Business Park) according to the City of Federal Way Zoning Map. f. What is the current comprehensive plan designation of the site? According to the City of Federal Way Comprehensive Land Use Plan, the area is designated BP. g. If applicable, what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Yes, according to the Wetland Delineation and Stream Identification Report prepared by AESI and the Federal Way inventory, a Category II Wetland and Major Stream are located on site. However, these sensitive areas are located within the regional detention facility permanent easement area outside of the proposed development area. i. Approximately how many people would reside or work in the completed project? Approximately 3 to 5 persons would potentially work in the completed project. j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: Not applicable. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The project will be developed in accordance with applicable City of Federal Way development and land use codes to ensure the project is consistent with the goals and policies of the Comprehensive Plan and applicable Development Regulations in effect at the time of a complete Process IV application. FOR AGENCY USE ONLY U haul Facility — City of Federal Way SEP, ,hecklist FOR AGENCY USE ONLY 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None. b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low-income housing. None. c. Proposed measures to reduce or control housing impacts, if any: Not applicable. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The tallest height of any structure will not exceed 40 feet above the average building elevation, as specified in the City of Federal Way Development Regulations. b. What views in the immediate vicinity would be altered or obstructed? Development of the site would result in a change to the visual character of the site for the nearest existing businesses and roadways from that of an undeveloped site to that of a commercial development. No views would be obstructed. c. Proposed measures to reduce or control aesthetic impacts, if any: The site plan has been developed to provide a site design layout consistent with the development regulations in place for the BP zone. Proposed design and landscaping consistent with City of Federal Way's development regulations will help to reduce aesthetic impacts. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Light and glare that will be produced by this project will be that which is typically generated by commercial developments. Light and glare from the completed project would mainly occur during normal working hours, and be associated with vehicle headlights, streetlights and building lighting. b. Could light or glare from the finished project be a safety hazard or interfere with views? Not under normal circumstances. c. What existing off -site sources of light or glare may affect your proposal? None. 10 U-haul Facility — City of Federal Way SEF. hecklist FOR AGENCY USE ONLY d. Proposed measures to reduce or control light and glare impacts, if any: Providing the required setbacks of the proposed structures from the property lines and installation of landscaping will help to alleviate some of the light and glare created by the new development from the adjacent properties and roadways. The proposed use is consistent with the land use regulations and compatible to the existing adjacent land uses. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? No recreational areas are in the immediate vicinity of the site. b. Would the proposed project displace any existing recreational uses? If so, describe. The project would not displace any existing recreational uses. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: The proposed rental and storage facility is not anticipated to trigger the need for recreational opportunities, and none are proposed as part of the development. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. None known. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. To the best of our knowledge, there are no landmarks or evidence of any significant historic, archaeological, scientific or cultural resources known to be on or next to the site. c. Proposed measures to reduce or control impacts, if any: If any such historic or cultural evidence was encountered during construction or installation of improvements, work would be halted in the area and a state -approved archaeologist/historian would be engaged to investigate, evaluate and/or move or curate such resources, as appropriate. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The proposed project will obtain access from the proposed new road along the northern property boundary. The new road will align with the Pacific Highway South and 16tt' Avenue South intersection. 11 U-haul Facility — City of Federal Way 5EF ^ hecklist 1 FOR AGENCY USE ONLY b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes, Metro Bus No. 195 travels along Pacific Highway South. c. How many parking spaces would the completed project have? How many would the project eliminate? The completed project will have 46 parking stalls. No parking stalls will be eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). Yes, the proposed project will require the construction of half -street improvements for a new public right-of-way along the northern property boundary, plus frontage improvements along Pacific Highway South. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Please see the forthcoming Traffic Impact Analysis prepared by Stanton Foerster. g. Proposed measures to reduce or control transportation impacts, if any: The proponent will pay necessary transportation mitigation fees to support citywide transportation improvements. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. The completed project would result in an increased need for police and fire protection as well as emergency medical service. b. Proposed measures to reduce or control direct impacts on public services, if any. The project will be designed and constructed with adequate water pressure, properly located fire hydrants and roadways constructed to allow adequate access for fire, medic and police protection vehicles. 16. Utilities a. Indicate utilities currently available at the site: Electricity, Naturai Gas, Water, Telephone, Sanitary Sewer, Septic System, Refuse Service, Other. 12 U-,haul Facility — City of Federal Way SEi �hecklist FOR AGENCY USE ONLY All utilities will be extended to and through the site. b. Describe the'utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Sanitary Sewer: Water: Electricity: Natural Gas: Telephone: Cable TV: Refuse Service: C. SIGNATURE Fairhaven Utility District Fairhaven Utility District Puget Sound Energy Puget Sound Energy Qwest Communications AT&T Broadband City of Federal Way The above answers are true and complete to the best of my knowledge. I understand that the lead agency is, relying on them to make its decision. 7 Signature: Soda Binek PI n r Date Prepared: June 8, 2001 13 CITY OFfjC—. CITY HALL 33530 1 st Way South PO Box 9718 November 21, 2001 Mr. Donald J. Hill Triad Associates 1814 115th Avenue NE Kirkland, WA 98034 (253) 661-4000 Federal Way, WA 98063-9718 Re: Federal Way File Nos. 01-103407-00-SE & 01-1013406-00-UP ENVIRONMENTAL THRESHOLD DETERMINATION U-Haul Self -Storage and Truck Rental Facility; 34001 Pacific Highway South Dear Mr. Hill: This office and other City staff have reviewed the Environmental Checklist you submitted. We have determined that the proposal will not have a probable significant adverse impact on the environment. As a result, an Environmental Impact Statement (EIS) is not required to comply with the State Environmental Policy Act (SEPA). A copy of the Determination of Nonsignificance (DNS) is enclosed. A 14-day comment period is required by the SEPA Rules (WAC 197-11-340). Consistent with the provisions of WAC 197-11-355, a single integrated comment period was utilized to obtain comments on the Notice of Application and Notice of Anticipated Determination of Nonsignificance. The integrated notice inviting comments was published in the Federal Way Mirror on September 27, 2001. No comments were received during the comment period that ended October 10, 2001. Having received no comments and following review of the submitted SEPA information, the Department has determined that the DNS should be issued. A legally required 14-day appeal begins as of this date and will end December 5, 2001. No licenses, permits, or approvals will be issued until completion of the appeal period. Our decision not to require an EIS does not mean that the license, permit, or approval you are seeking from the City has been granted. Approval or denial of the proposal will be made by the appropriate administrative or legislative body vested with that authority. The environmental record is considered by the decision maker(s) and conditions will be imposed to reduce identified environmental impacts as long as the conditions are based on adopted and designated City policy. Mr. Donald J. Hill Page 2 November 21, 2001 After a final decision has been made on your proposal (i.e., after an approval or permit has been issued or City Council action taken, as applicable), you may, but are not required to, publish a Notice of Action as set forth in RCW 43.21 C.075. The Notice of Action sets forth a time period after which no legal challenges regarding the proposal's compliance with SEPA can be made. A copy of the Notice of Action form and copies of RCW 43.21C.080 and WAC 197-11-680 providing instructions for giving this notice are available from the Department of Community Development Services. The City is not responsible for publishing the Notice of Action. However, the City is responsible for giving a notice (to parties of record) stating the date for commencing a judicial appeal (including the SEPA portion of that appeal) if your proposal is one for which the City's action on it has a specified time period within which any court appeals must be made. If you need further assistance, please call Art Pederson, Contract Associate Planner, at 206-297- 2106, or Greg Fewins, CDS Deputy Director, at 253-661-4108. Sincerely, Kathy McClung, Director Department of Community Development Services enc: DNS Staff Report c: Art Pederson, Contract Associate Planner Greg Fewins, CDS Deputy Director 01-103407-00-SE Doc. I.D. 17142 3,1(e 1 Pa — i -c'e 9t,)(J 5 CITY OF FEDERAL WAY NOTICE OF LAND USE APPLICATION AND ANTICIPATED DETERMINATION OF NONSIGNIFICANCE Project Name: U-Haul Self -Storage and Truck Rental Facility Project Description: U-Haul is proposing to construct a 65,000 square foot mini -storage and truck rental facility on an 8.27 acre site. The entire project, with the exception of a sewer main, will be located on the eastern 4.3 acres of the site. The western 3.98 acres are in a permanent easement for the Kitts Corner Regional Stormwater Detention Facility. The project includes a 12-foot right-of-way dedication and frontage improvements along Pacific Highway South (SR 99) and a 30-foot right-of-way dedication for the construction of South 3 4 1 " Street from SR 99 to the west. Vehicular access to the site will be from South 34151 Street. Applicant: Don Hill of Triad Associates for U-Haul International, Phoenix, Arizona Project Location: 34011 Pacific Highway South West of the intersection of Pacific Hwy S and Enchanted Pkwy/SR 161 Date Application Received. August 29, 2001 Date Determined Complete: September 20, 2001 Date ofNotioe afApplication: September 26, 2001 Permits Required by this Application: Process III and Process IV Hearing Examiner's Decision: File No. 01-103406-00-UP Environmental Review: File No. 0 1 - 103407-00-SE Other Permits Known at This Time and not Included in This Application: Right -of -Way Permit Relevant Environmental Documents are Available at the Address Below: X Yes No Development Regulations to be Used for Project Mitigation, Known at This Time: FWCC Chapter 22, Zoning FWCC Chapter 18, Environmental Protection FWCC Chapter 21, Surface & Stormwater Management Anticipated Environmental Determination: Based upon review of a completed environmental checklist and other information on file with the City, it is likely that the City of Federal Way will determine that the project will not have a probable significant adverse impact on the environment. it is likely that an environmental impact statement (EIS) will not be required under RCW 43.2IC.030(2)(c). The city anticipates that a Determination ofNonsignificance (DNS) will be issued for the proposed project. The optional DNS process of NOA & Anticipated DNS and Truck Rental Facility U-Haul Self - Page 2 01-103406-00-UP WAC 197-11-355 is being used. The proposal may include mitigation measures under applicable codes, and the project review process may incorporate or require mitigation measures regardless of whether an EIS is prepared. A copy of the subsequent threshold determination for the specific proposal may be obtained upon request (in addition, the Iead agency may choose to maintain a general mailing list for threshold determination distribution). Integrated Comment Period: Consistent with the provisions of WAC 197-11-355, a single integrated comment period will be utilized to obtain comments on the Notice of Application and Anticipated Environmental Determination. This may be the only opportunity to comment on the environmental impacts of the proposal. Any person may submit written comments on the environmental impacts of the proposal to the Director of Community Development Services by 5:00 p.m. on October 10, 2001. Any interested party may appeal the environmental threshold determination. Details of appeal procedures for the requested environmental decision will be included with the written decision. Issuance of Final Environmental Determination: If timely comments do not identify probable significant adverse impacts that were not considered by the Anticipated Environmental Determination, the DNS will be issued without a second comment period. A copy the DNS may be obtained upon request. Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations, including the Federal Way City Code and King County Surface Water Design Manual and Road Standards. The official file is available for public review at the Department of Community Development Services, 33530 First Way South, PO Box 9718, Federal Way, WA 98063-9718. City Contacts: Art Pederson or Contract Associate Planner Madrona Planning & Development Services Phone: 206.297.2106 Greg Fewins CDS Deputy Director City of Federal Way Phone: 253.661.4108 Document ID 916432 VICINITY MAP NOT TO SCALE r1 L2 )_DS . FILE October 29, 2001 Project No. KBO1111A Associated Earth Sciences, Inc. r '7 6/-to340(.,wLcP ffM PLAN APPROVAL Ald`t1'tit Number. - 0 �a(.I D Approved By. a;&tl 12 Date: Comments: Mr. Art Peterson Contract Associate Planner Sign Approval By: Madrona Planning and Development Services Subject: Wetland Buffer Restoration Plan, U-Haul Site 34001 Pacific Highway South Federal Way, Washington Dear Mr. Peterson: INTRODUCTION In January 2001, U-Haul International (U-Haul) retained Associated Earth Sciences, Inc. (AESI) to prepare a restoration plan for temporary wetland buffer impacts proposed to occur on an 8.27- acre parcel (hereafter referred to as the "project site") located at 34001 Pacific Highway South in Federal Way, Washington. U-Haul is proposing to develop upland areas of the project site as a mini -storage facility and truck rental center. To facilitate connection of proposed on -site sanitary and stormwater sewer facilities to existing infrastructure, new sanitary and stormwater sewer facilities (i.e., pipes, catchbasins, stormwater outfall structure, etc.) will be constructed within the designated 100-foot standard wetland buffer of the on -site Category II wetland (collectively referred to as the Kitts Corner Regional Detention Facility). On -site aquatic resource locations and classifications were previously documented by AESI in Wetland Delineation and Stream Identification Report, U-Haul Site, Federal Way, Washington'. Aquatic resource classification and buffer criteria applicable to the project site are based on the policies contained within Chapter 22, Article XIV (Environmentally Sensitive Areas) of the Federal Way City Code (FWCC). The attached wetland buffer restoration proposal has been prepared in general conformance with the criteria established under Chapter 22-1359(f) of the FWCC for wetland buffer modification requirements. 1 Associated Earth Sciences, Inc. 2001. Wetland delineation and stream identification survey, U-Haul site, Federal Way, Washington. Prepared for U-Haul International. August 24, 2001. Corporate Office • 911 Fifth Avenue, Suite 100 • Kirkland, WA 98033 • Phone 425 827-7701 • Fax 425 827-5424 West Sound Office • 179 Madrone Lane North • Bainbridge Island, WA 98110 • Phone 206 780-9370 • Fax 206 780-9438 PROJECT -RELATED ACTIONS Approximately 10,080 square feet (0.23 acre) of the Kitts Corner Regional Detention Facility's designated 100-foot standard wetland buffer will be temporarily disturbed as a result of the following,on-site development activities: • Construction and installation of approximately 90 lineal feet (If) of 8-inch polyvinyl chloride (PVC) sewer main and associated appurtenances -to connect on -site facilities to existing sanitary sewer infrastructure; and + Construction of approximately 3701f of storm sewer and associated appurtenances to convey both on- and off -site stormwater to the Kitts Corner Regional. Detention Facility. r To facilitate safe and efficient construction of the proposed sanitary and stormwater sewer facilities, 30-foot temporary construction corridors will be required within the designated standard wetland buffer to provide access and areas for temporary stockpiling of materials (i.e., trench excavation and backfill, piping, etc.) during construction. The construction corridors will be centered over the location of the proposed sanitary and stormwater sewer facilities. Equipment used to install the proposed facilities may include backhoes, trackhoes, and/or similar and normal construction equipment. M the proposed sanitary and stormwater sewer facilities will be constructed of sound materials and regularly maintained during subsequent operation, the proposed sanitary and stormwater sewer facilities will not impact the designated standard wetland buffer during operation. On -site wetland buffer habitat has been highly modified .by historic on -site fill and grading activities and currently consists -of a compacted gravel access road located immediately adjacent to the Kitts Corner Regional Detention Facility, a constructed slope within the central portion of the . wetland buffer, and a flat plateau within the eastern portion of the wetland buffer. The compacted _ gravel road provides maintenance access to the Kitts Corder Regional Detention: Facility. Wetland :buffer habitat to be impacted by,project-related actions currently supports grass communrities typical of hydroseeded upland constructed slopes (i.e., A.grostis spp., Poa spp. Festaca spp., etc.) and dense to sparse stands of Scotch broom ((ytisus scoparius) within the topographically flatter portions of the standard wetland buffer. 'Upon installation of the proposed sanitary and stormwater sewer facilities, pre -construction grades and contours will be restored and all disturbed areas will be hydroseeded to stabilize exposed soils. .In addition, native shrub species will be established within the wetland buffer area currently supporting non-native shrubs as detaiied on -the attached Wetland Buffer Restoration Plan. As the constructed sloped- areas of the wetland buffer currently support grass communities, restoration within these areas will be limited to, replacement of disturbed vegetation ill -kind through hydroseeding only. The existing gravel road immediately adjacent to the Kitts Corner Regional Detention Facility will be replaced in -kind with compacted gravel. 2 REGULATORY REQUIREMENTS Under FWCC, installation of essential public facilities, public utilities, and other public improvement(s) may occur within wetland buffers pursuant to FWCC Chapter �2-1359(c) if such improvement(s) "traverse the buffer because no feasible alternative location exists based on an analysis' of technology and system efficiency." The location of the proposed sanitary and stormwater collection and conveyance. facilities allows for the following: 1)' cost-effective integration of the proposed on -site utilities into the existing utility infrastructure; 2) maximum system efficiency and reliability through the use of gravity -operated facilities; and 3) a minimization of long-term maintenance requirements 'by eliminating mechanical conveyance facilities (i.e., lift stations, etc.). In addition, as disturbance within the 'designated 100-foot wetland buffer of the Kitts Corner Regional Detention Facility will be limited to the minimum required for safe and efficient construction, temporary impacts to existing wetland buffer habitat are minimized. As required by FWCC 2271359(f), the proposed temporary wetland buffer modifications will incorporate the following mitigation measures to protect wetland and wetland -buffer functions and values: • The proposed on -site stormwater facilities are in conformance with City of Federal Way stormwater detention and water quality requirements to pre; errt water quality impacts to receiving waters. ■ Minimum width construction corridors, and appropriate temporary erosion and sedimentation control (TESL) measures will be implemented during installation of the proposed utilities to minimize erosion and sedimentation impacts to receiving waters. Upon installation of the proposed facilities; all areas of disturbed wetland buffer will be stabilized through the application of appropriate hydroseed mixtures and the establishment of native wogdy shrub species. The proposed wetland buffer impacts are limited to temporary impacts within the project site, thus the proposed impacts will not be dPtrimezital to any other, property in the areas of the subject property nor to the city of Federal Way as a whole, including loss of open space. Conveyance of ,off -site stormwater through the project site maintains operation of existing State Route 99 stormwater control facilities. SUMMARY Approximately 10;080 square feet (0.23 acre) of the designated lOC-foot standard wetl'aild buffer associated with the Kitts Corner Regional Detention Facility will be disturbed as a result of proposed on -site development activities. The attached Wetland Buffer Restoration Ilan addresses wetland buffer restoration requirements as detailed in FWCC, Chapter 22, Article XIV. In 3 addition, a Bond Quantity Worksheet for "Sensitive Areas Mitigation2 is attached to provide a cost estimate for the wetland ,buffer restoration. Please contact Judith Light'or myself if you have questions or comments regarding this proposal. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington Peter P. Ker Staff Bidlogist/Wetlands Attachments: Wetland 'Buffer Restoration Plan, Federal Way, U-Haul Site, Federal Way, Washington Bond Quantity Worksheet for Sensitive Areas Mitigation cc: Don Hill, Project Manager, Triad Associates Parul Butala, U-Haul International PPS/af KBO1111A3 PROJECTS\2001111\KB\WP — W2K 2 King County. Undated. Bond quantity worksheet for sensitive areas mitigation. Department of Development -and Environmental Services. El King County Department of Development,and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 Date: Bond Quantity Worksheet for Sensitive Area Mitigations Site Location: Federal Wav, WA Date: 10/29/2001 Contact Name: Address: Phone No.: ' PLANT MATERIALS: _ Plant Material prices include labor, installation, contractors' markup and sales lair, but don't include delivery. (128 % of wholesale plant price plus "!slanting" from page 5.) TREES Scientific Name Common Name Unit Price Qty Unit Price Unit Price IQtY I Unit Price I Unit Price Qty Unit Price Unit Price Qty Total_ 4 pot 1 gallon 1 allon 2 Rallon 12 gallon 5 gallon 5 gallon Cost Abies grandis* grand fir Acer macrophyllum big leaf maple S 3.52 $ 13.54 $ 7.04 $ 23.51 $ 15.36 $ 44.74 $ - Alnus rubra Red alder $ 3.20 $ 13:22 $ Arbutus menziesii Pacific madrone $ 4.48 $ 14.50 $ Betula papyrifera paper birch '$ 3.20, $ 13.22 $ Fraxinus latifolia Oregon ash $ 3.20 $ 13.22 $ 7.04 $ 23.51 $ Picea sitchensis* Sitka spruce $ 3.52 $ 13.54 $ 7.68 $ 24.15 $ Pinus contorta* Shore pine $ 3.52 $ 13.54 $ 7.68 $ 24.15 $ Pinus monticola* Western white pine $ 3.52 $ 13.54 $ 7.68 $ 24.15 $ Populus tremuloides quaking aspen $ 7.68 $ 24.15 $ Populus trichocarpa black cottonwood $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ Prunus emarginata bitter cherry $ 3.52 $ 13.54 $ Pseudotsuga menziesii* Douglas fir $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ 15.36 $ 44.74 $ Taxus brevifolia* Pacific yew $ Thuja plicata* western red cedar $ ' 3.52 $ 13.54 $ 7.04 $ 23.51 $ 15.36 $ 44.74 $ Tsuga heterophylla* western hemlock $ 3.52 $ 13.54 $ 7.35 $ 23.82 $ 15.36 $ 44.74 $ All plant prices are from Fourth Corner Nurseries, Sound Native Plants, Storm Lake Growers, and Wabash Natives {cc•�nlaincrsl; and Abundant Life and Frosty ,Hollow (seeds). Y.. •'• =1 Acercircinatum Amelanchier alnifolia vine maple serviceberry $ 3.52 $ 3.52 $ 13.54 $ 13.54 $ 7.04 $ 7.35 $ 23.51 $ 23.82 $ 14.08 $ - $ Berberis aquifol,'um Berberis nervosa Cornus stolonifera tall Oregon grape: short Oregon grape red -osier dogwood 97 $ 3.52 $ 3.84 $ 3.20 $ 13.54 1 $ 13.86 _$- 13.22 $ 7.68 $ 7.04 $ 24.15 $ 23.51 $ 12.80 $ 341.44 $ $ Bond Qua ntities'.vorksheet Sensitive Areas Bond Quantity Worksheet Page 1 August 8, 1998 Corylus cornuta hazelnut $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ - Crataegus douglasii black hawthorn $ 3.20 $ 13.22 $ 7.04 $ 23.51 $ Gaultheria shallon salal $ 1.89 213 $ 3.84 $ 13.86 $ 817.92 Holodiscus discolor ocean spray 19 $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ 66.88 Lonicera involucrata black twinberry $ 3.52 $ 13.54 $ 6.40 $ 22.87 $ 12.16 $ - - Myrica gale sweetgale I $ Oplopanax horridus Devil's club $ 3.84 $ 13.86 $ 7.68 $ 24.15, $ Philadelphes lewisii mock orange $ 3.52 $ 13.54 $ 6.40 $ 22.87 $ 14.08 $ - Physocarpus capitatus Pacific ninebark $ 3.20 $ 13.22 $ 7.04 $ 23.51 $ 12.16 $ - Prunus virginiana choke cherry $ - Pyrus fusca - western crabapple $ 3.20 $ 13.22 $ 7.04 $ 23.51 $ - Rhamnus purshiana cascara $ 3.20 $ 13.22 $ 7.04 $ 23.51 $ - Rhododendron macro h Ilum Pacific rhododendron $ 4.17 $ 14.19 $ - Ribes bracteosum stink currant $ 3.20 $ 13.22 $ - - Ribes lacustre prickly currant $ 3.84 $ 13.86 $ - Ribes sanguineum red -flowering currant $ 3.84 $ 13.86 $ Rosa gymnocarpa Wood rose $ 3.52 $ 13.54 $ 7.68, $ 24.15 $ - Rosa nutkana Nootka rose 102 $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ 359.04 Rosa pisocarpa clustered rose $ 3.52 $ 13.54, $ 6.40 $ 22.87 $ - Rubus leucodermis black raspberry $ Rubus parviflorus thimbleberry _ $ 3.52 $ 13.54 $ - Rubus spectabilis salmonberry $ 3.20 $ 13.22 $ 7.04 $ 23.51 $ - Salix geyeriana Geyer willow $ 3.20 $ 13.22 $ 6.40 $ 22.87 $ - Salixhookeriana F•looker'swillow - $ 2.89 $ 12.91 $ 6.40 $ 22.87 $ - Salix lasiandra Pacific, willow $ 3.20 $ 13.22 $ 6.40 $ 22.87 $ - Salix scouleriana Scouler willow $ 12.16 $ - Sali-x sitchensis Sitka willow $ 3.20 $ 13.22 $- 6.40 $ 22.87 $ - Sambucus racemosa red elderberry $ 3.52' $ 13.54 $ 7.04 $ 23.51 $ Sorbus sitchensis Cascade mountain ash $ 3.52 $ 13.54 15 $ 7.04 $ 23.51 $ 105.60 Symphoricarpos albus snowberry _ _ $ 3.20 $ 13.22 $ 7.04 $ 23.51 $ - Vaccinium ovatum evergreen huckleberry 3.84 $ 13.86 $ Vacinium parvifolium red huckleberry $ 2.91 $ 5.45 $ 15.47_ _ TM ..... . $_______ - _. nE'4 r3t]CI 1it15�lf' Carexcomosaf n�rdti s,ss s � IBristly sedge . t.lvl .}• $ "r s• f os I?``i 1.32 i':I < ti. '.ii : Ei'si::i7is'i- i31' �:.., ? �<,3ii3� 1 r }1.� �Yi�lit} .. I :nii }'Ei;.;;:.: ; 5 li+f't ('flicrr �s rp;; 1 ulal � [:Bat $ Carex lenticularis Shore sedge $ 1.32 $ - Carex lyngbyei Lyngby sedge $ -1.32 $ - Carex obnupta Slough sedge $ 1.32 $ 19.20 $ 19.20 $ Carex rostrata (utriculata) Beaked sedge $ 1.32 Carex stipata Sawbeak sedge $ 1.32 $ Eleocharis acicularis Spikerush $ Eleocharis palustris Common S&erush $ 1.32 $ /uncus acuminates Tapered rush $ 1.32 $ - luncus articulatus Jointed rush $ luncus effusus (var. pacificus, graciti Soft rush $ 1.32 $ Tuncus ensifolius Dagger leaf rush $ 1.32 $ Bond Qua ntitiesWorksheet Sensitive Areas Bond Quantity Worksheet Page 2 August S, 1998 )uncus oxymeris Pointed rush $ --- --I 1.06 1 $' Scirpus acutus Hardstern bulrush $ 1.32 1 23.04 23.04 $ Scirpus maritimus Saltmarsh bLdrL.-sh $ 1.32 $ Scirpws microcarpus Small -fruited bulrush $ 1.32 $ 771 ........... . Mopecurus aequalis Short -awn foxtaill -- -- ------ Ilk- F ------ .... .......... ... $ Alopecurus geniculatus Water foxtai I $ 1.00 $ Beckmannia syzigachne American sloughgrass $ 1.201 $ 3.04 $ 3.04 $ Calarnagrostis canadensis Bluejoint reedgrass $ Cinna latifolia 'Wood reed $ Deschampsia caespitosa Tufted hairgrass $ 1.06 $ 9.60 $ 9.60 $ Elymus glaucus Blue wildrye $ 1.36,1 1.36 , Festuca idahoensis Idaho fescue $ 3.52 $ 3.52 $ `esWca rubra var. rubra Red fescue $ 4.79 $ 4.79 $ Glyceria borealis (occidenta Northern mannagrass $ 1,60 $ 1.60 $ G C lyceria elata Tall mannagrass = =$ 1.45 $ 1.60 $ 1.60 $ Pah;cutn occidentale Western panic -grass $ Bond. Qua ni'i i;esWorksheet Sensitive Areas Bond Quantity Worksheet Page 3 August 8, 1998 Mimulus guttatus Yellow monkey flower $ 2.27 $ 128.00 $ 128.00 _ $ Myosotis laxa Small forget-me-not $ 26.88 $ Oenanthe sarmentosa Water parsley $ 2.56 $ 12.58 $ 26.88 $ 44.80 $ Osmorhiza chiloensis Sweet'cicely $ 44.80 $ 44.80 ° $ Oxalis oregana Wood -sorrel $ 2.27 $ 89.60 $ Petasites frigidus - Coltsfoot $ 3.20 $ 13.22 $ 89.60 $ - Polygonum persicaria Lady's'thumb $ Potentilla fruticosa Bush potenlilla $ - Smilacina stellata Solomon's Star $ 2.27 $ - Stachys cooleyae Great betony $ 102.40 $ - Tellima grandiflora Fringecup $ 38.40 $ - Tiarella trifoliata Foamflower $ 143.46 $ - Tolmiea menziesii Piggy -back plant $ 2.27 $ 102.40 $ 102.40 $ Viola glahella Stream violet $ 2.27 $ 11V �riIQV RAW , .. ... ......1NSTALLATION Compost, vegetable, delivered and spread $ 37.88 CY 10 $ 378.80 Decompacting till/hardlran, medium, to 6" depth $ 1.57 CY Decompacting till/hardpan, medium, to 12" depth $ 1.57 CY Fertilize; slow release tablets, 30gm/tree $ 3.21 Each $ - Hydroseeding $ 0.51- SY 1113 $ 567.63 Labor, general (landscaping) $ 25.00 HR $ - Labor, general (construction) $ 37.00 HR $ - Labor: Consultant, supervising $ 55.00 HR $ - Labor: Consultant_, on -site re -design $ 95.00 HR $ - PLANTS: Potted, 4" diameter, medium $ 0.68 Each $ PLANTS: Container, 1 gallon, medium soil $ 10.02 Each $ PLANTS: Container, 2 gallon, medium soil $ 16.47 Each $ - PLANTS: Container, 5 gallon, medium.soil $ 29.38 Each $ PLANTS: Seeding, by hand $ 0.44 SY $ - PLANTS: Slips (willow, red -osier) $ 1.32 Each $ PLANTS: Stakes (willow) $ 0.96 Each $ Rental of decompacting machinery & operator $ 70.65 Hour [ Sand, coarse builder's, delivered and spread $ 42..06 CY $ - Staking material (set per tree) $ 7.00 Each 15 $ 105.00 Surveying, line & grade $ 605.44 DAY $ - Surveying, lot location &lines $ 1,353.60 ACRE $ Surveying, topographical $ 2,160.Oo ACRE $ Tilling topsoil, disk harrow, 20hp tractor, 4"-6" deep ftl[r.. i $� 1.02 ..............$......-.. ... t COSTS [ •n{ li t,}1'i [ '!s._.-� -. -. Rf ^��....-,...-_-_..�---_•.�_- N i MOO I•..-.-•-...r� 1 [Il�l _ I $ $ $ $' 6,ODO.00 Inspection, annual Inspection, final Maintenance, semi-annual Maintenance, annual Moniioring, annual $ 1,200.00 $ 575.00 EACH $ 1,200.00 EACH 5 Bond Qua ntitiesWorksheet Sensitive Areas Bond Qvantity Wor'ksheet Page 4 Auejust 8, 1998 Watering, I " of water, 50' soaker hose $ 3.62 MSF $ 7 Irrigation - temporary $ 2,000.00 Acre 0.23 460.G,) Irrigation - buried $ 4,500.00 Acre ... MOM i - - -------- ......... ................... ---- - - -- ---- ME' - ---------- Fascines (willow) Each $ Logs, (cedar), w/ root wads, 16"-24" diarn., 40' long 1,000.00 Each $ Logs (cedar) w/o root wads, 16"-24" diam., 40' 400.00 Each $ Logs, w/o root wads, 16"-24" diani., 40' long 245.0o Each y $ Logs w/ root wads, 16"-24" diarn., 40' long $ 460.00 Each $ Rocks, one-man $ 60.00 Each $ Rocks, two -man $ 85.00 Each $ Root wads $ 163.00 Each $ Spawning gravel, type A $ 22.00 CY Weir - log $ 1,500.00 Each Weir - adjustable $ 2,000.00 Each Moody debris, large $ 163.00 Each $ Snags - anchored $ 400.00 Each Snags - on site 50.00 Each Snags - imported $ 800.00 Eachi ......... .......... ... .. ... Backfill and Compaction -embankment $ 4.89 CY $ Crushed surfacing, 1 1/4" minus $ 74.30 CY $ Ditching $ 7.03 CY $ Excavation, bulk $ 1.30 CY $ Fence, silt $ 1.20 LF $ Jute Mesh $ 1.26- SY $ Mulch, by hand, straw, T' deep $ 1.27 SY $ Mulch, by hand, wood chips, 2" deep $ 3.25 SY $ Mulch, by machine, straw, 1 " deep $ 0.32 SY $ Piping, temporary, CPP, 6" $ 9.30 LF $ Piping, temporary, CPP, 8" $ 14.00 LF $ Piping, temporary, CPP, 12" $ 18.00 LF Plastic covering, 6mm thick, sandbagged $ 2.00 SY $ _ �o slopes Rip Rap, machine placed, slopes $ 33.98 $ CY $ Rock Constr. Entrance 100'xl5'xl' $ 2,546.68 Each $ Rock Constr. Entrance 50'xl 5'xl' $ 1,273.34 Each $ Sediment pond riser assembly $ 1,695.11 Each $ Sediment trap, 5' high berm $ 15.57 LF $ I men[ trap, 5' high berm w/spillway incl.L riprap $ 59.60 LF $ FS Sodding, V deep, level ground $ 5.24 SY Sodding, I " deep, slolwd ground $ 6.48 SY $ Straw bales, place and remove $ 432.00 TON $ Topsoil, delivered an $ 35.73 CY $ Bond Qua ntitiesWorksheet Sensitive Areas Bond -Quantity Worksheet Page 5 August 8, 1998 .. .._..... �....... -.... .... - ....................... ....._.....�.�.............� ._.....mow - _._ _- --- -- _---------.... ww I. js AEA Fencing, chain link, 6' high $ 18.89 LF - Fencing, chain link, corner posts $ 111.17_ Each $ - Fencing, chain link, gate 1 $ 277.63 Each $ Fencing, split rail, 3' high (2-rail) $ 10.54 LF $ Fencing, temporary (NGPE) I $ 1.20 LF $ Signs, sensitive area boundary $ 2.50 Each $ _.. �+ ��++��«« - - - . _.. _ — ------ -------------- ... ...... _..... ......._..._. -. ----- ----- - - .. ............ ........ - +M.. �1 1I E N M v-; mix 4_ .. NOTE: All,plant prices are from Storm Lake Growers, Wabash Nalives, Fourth Corner; and Sound Native Plants (containers); and from Frosty Hollow and Abundant Life (seeds). SUBTOTAL (SUM ALL PAGES): $ 9,202.31 20% CONTINGENCY & MOBILIZATION: $ 1,840.46 TOTAL: $ 11,042.77 Bond Qua ntitiesWorksheet Sensitive. Areas Bond Quantity Worksheet _ Page 6 August S. 1998 CIOOF JC=J',**'00' CITY HALL 33530 1 st Way South (253) 661-4000 PO Box 9718 Federal Way, WA 98063-9718 AFFIDAVIT OF DISTRIBUTION l �d Lee, hereby declare, under penalty of perjury of the laws of the State of Washington, that a: fNotice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) ❑ Notice of Determination of Nonsignificance and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) Notice of Land Use Application & Anticipated DNS/MDNS ❑ Other ❑ Land Use Decision Letter ❑ FWCC Interpretation ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit was mailed/faxed/e-maile posted to at each of the following addresses on Z�- � 2001. Project Name `� r I Q C �- -�4�rL File Number(s) Signature Date �' 06-e K:\CD Admin Fles\Affidavit of Distribulion.doc/Last printed 06/01 /2001 10:20 AM CITY OF FEDERAL WAY NOTICE OF LAND USE APPLICATION AND ANTICIPATED DETERMINATION OF NONSIGNIFICANCE Project Name: U-Haul Self -Storage and Truck Rental Facility Project Description: U-Haul is proposing to construct a 65,000 square foot mini -storage and truck rental facility on an 8.27 acre site. The entire project, with the exception of a sewer main, will be located on the eastern 4.3 acres of the site. The western 3.98 acres are in a permanent easement for the Kitts Corner Regional Stormwater Detention Facility. The project includes a 12-foot right-of-way dedication and frontage improvements along Pacific Highway South (SR 99) and a 30-foot right-of-way dedication for the construction of South 3 4 1 " Street from SR 99 to the west. Vehicular access to the site will be from South 341' Street. Applicant: Don Hill of Triad Associates for U-Haul International, Phoenix, Arizona Project Location: 34011 Pacific Highway South West of the intersection of Pacific Hwy S and Enchanted Pkwy/SR 161 Date Application Received: August 29, 2001 Date Determined Complete: September 20, 2001 Date of Notice of Application: September 26, 2001 Permits Required by this Application: Process III and Process IV Hearing Examiner's Decision: File No. 0 1- 103406-00-UP Environmental Review: File No. 01-103407-00-SE Other Permits Known at This Time and not Included in This Application: Right -of -Way Permit Relevant Environmental Documents are Available at the Address Below: X Yes _ No Development Regulations to be Used for Project Mitigation, Known at This Time: FWCC Chapter 22, Zoning FWCC Chapter 18, Environmental Protection FWCC Chapter 21, Surface & Stormwater Management Anticipated Environmental Determination: Based upon review of a completed environmental checklist and other information on file with the city, it is likely that the City of Federal Way will determine that the project will not have a probable significant adverse impact on the environment. It is likely that an environmental impact statement (EIS) will not be required under RCW 43.2 1 C.03 0(2)(c). The city anticipates that a Determination of Nonsignificance (DNS) will be issued for the proposed project. The optional DNS process of NOA & Anticipated DNS U-Haul Self -Storage and Truck Rental Facility Page 2 01-103406-00-UP WAC 197-11-355 is being used. The proposal may include mitigation measures under applicable codes, and the project review process may incorporate or require mitigation measures regardless of whether an EIS is prepared. A copy of the subsequent threshold determination for the specific proposal may be obtained upon request (in addition, the lead agency may choose to maintain a general mailing list for threshold determination distribution). Integrated Comment Period. Consistent with the provisions of WAC 197-11-355, a single integrated comment period will be utilized to obtain comments on the Notice of Application and Anticipated Environmental Determination. This may be the only opportunity to comment on the environmental impacts of the proposal. Any person may submit written comments on the environmental impacts of the proposal to the Director of Community Development Services by 5:00 p.m. on October 10, 2001. Any interested party may appeal the environmental threshold determination. Details of appeal procedures for the requested environmental decision will be included with the written decision. Issuance of Final Environmental Determination: If timely comments do not identify probable significant adverse impacts that were not considered by the Anticipated Environmental Determination, the DNS will be issued without a second comment period. A copy the DNS may be obtained upon request. Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations, including the Federal Way City Code and King County Surface Water Design Manual and Road Standards. The official file is available for public review at the Department of Community Development Services, 33530 First Way South, PO Box 9718, Federal Way, WA 98063-9718. City Contacts: Art Pederson Docummt [D O16432 or Contract Associate Planner Madrona Planning & Development Services Phone: 206.297.2106 Greg Fewins CDS Deputy Director City of Federal Way Phone: 253.661.4108 CITY OF CITY HALL 33530 1 st Way South PO Box 9718 (253) 661-4000 Federal Way, WA 98063-9718 AFFIDAVIT OF DISTRIBUTION 1, r hereby declare, under penalty of perjury of the laws of the r State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) ❑ Notice of Determination of Nonsignificance and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Environmental Mitigated Determination of Nonsignificance (SEPA, MDNS) Notice of Land Use Application & Anticipated DNS/MDNS ❑ Land Use Decision Letter ❑ FWCC Interpretation ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Other was mailed/faxed/e-mailed/posted to/at each of the following addresses on J 4—2001. Project Name r 3� File Number(s) Id 1Y � Signature Date GL C r K:\CD Admin Fles\Affidavit of Distribufion.doc/Last printed 01 /03/2001 10:31 AM flu CITY OF FEDERAL WAY NOTICE OF LAND USE APPLICATION AND ANTICIPATED DETERMINATION OF NONSIGNIFICANCE Project Name: U-Haul Self -Storage and Truck Rental Facility Project Description: U-Haul is proposing to construct a 65,000 square foot mini -storage and truck rental facility on an 8.27 acre site. The entire project, with the exception of a sewer main, will be located on the eastern 4.3 acres of the site. The western 3.98 acres are in a permanent easement for the Kitts Corner Regional Stormwater Detention Facility. The project includes a 12-foot right-of-way dedication and frontage improvements along Pacific Highway South (SR 99) and a 30-foot right-of-way dedication for the construction of South 341" Street from SR 99 to the west. Vehicular access to the site will be from South 341" Street. Applicant: Don Hill of Triad Associates for U-Haul International, Phoenix, Arizona Project Location: 34011 Pacific Highway South West of the intersection of Pacific Hwy S and Enchanted Pkwy/SR 161 Date Application Received: August 29, 2001 Date Determined Complete: September 20, 2001 Date of Notice of Application: September 26, 2001 Permits Required by this Application: Process III and Process IV Hearing Examiner's Decision: File No. 01-103406-00-UP Environmental Review: File No. 0 1- 103407-00-SE Other Permits Known at This Time and not Included in This Application: Right -of -Way Permit Relevant Environmental Documents are Available at the Address Below: X Yes _ No Development Regulations to be Used for Project Mitigation, Known at This Time: FWCC Chapter 22, Zoning FWCC Chapter 18, Environmental Protection FWCC Chapter 21, Surface & Stormwater Management Anticipated Environmental Determination: Based upon review of a completed environmental checklist and other information on file with the city, it is likely that the City of Federal Way will determine that the project will not have a probable significant adverse impact on the environment. It is likely that an environmental impact statement (EIS) will not be required under RCW 43.21 C.030(2)(c). The city anticipates that a Determination of Nonsignificance (DNS) will be issued for the proposed project. The optional DNS process of NOA & Anticipated DNS U-Haul Self -Storage and Truck Rental Facility Page 2 01-103406-00-UP WAC 197-11-355 is being used. The proposal may include mitigation measures under applicable codes, and the project review process may incorporate or require mitigation measures regardless of whether an EIS is prepared. A copy of the subsequent threshold determination for the specific proposal may be obtained upon request (in addition, the lead agency may choose to maintain a general mailing list for threshold determination distribution). Integrated Comment Period. Consistent with the provisions of WAC 197-11-355, a single integrated comment period will be utilized to obtain comments on the Notice of Application and Anticipated Environmental Determination. This may be the only opportunity to comment on the environmental impacts of the proposal. Any person may submit written comments on the environmental impacts of the proposal to the Director of Community Development Services by 5:00 p.m. on October 10, 2001. Any interested party may appeal the environmental threshold determination. Details of appeal procedures for the requested environmental decision will be included with the written decision. Issuance of Final Environmental Determination: If timely comments do not identify probable significant adverse impacts that were not considered by the Anticipated Environmental Determination, the DNS will be issued without a second comment period. A copy the DNS may be obtained upon request. Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations, including the Federal Way City Code and King County Surface Water Design Manual and Road Standards. The official file is available for public review at the Department of Community Development Services, 33530 First Way South, PO Box 9718, Federal Way, WA 98063-9718. City Contacts: Art Pederson or Contract Associate Planner Madrona Planning & Development Services Phone: 206.297.2106 Doaamrnl ID #16432 Greg Fewins CDS Deputy Director City of Federal Way Phone: 253.661.4108 cif = W SITE � o 0 S 348TH ST. W 2 4 4L Q FEDERAL WA Y � Q VICINITY MAP NOT TO SCALE f _, Smooth Feed SheetsTM Use template for 5160@ K R S Holdings Llc 34100 9Th Ave S Federal Way, WA 98003 132-1896 - 002-0 Orville & Victoria Cohen Mountain Paci Dba PO Box 46073 Seattle, WA 98146 2021 aL[--10y2 Jane Slisco & Andrew & Sand Slisco 2320 Canary Ct Anchorage, AK 99515 2 0ZIOLl - 700q Lumbermens Of Washington 3773 Martin Way E #A Olympia, WA 98506 202i01f- 9o53 C W R Pattison 700 S 282Nd St #730 Des Moines, WA 98198 2.02101-1 - low Lumbe ens hington W 3773 Ma 'n WOf E #A Olympia, 98506 2-02 W53 1 W N Chase 336 Shore Dr Camano Island, WA 98282 2o21o4- -7b72 C W R & Evelyn Pattison 34110 Pacific Hwy S Federal Way, WA 98003 202)1`14— `P 19 Weyerhaeuser Company Property Acntng Tb 922 Tacoma, WA 98477 22104-'71902 Rickney Brown 34004 16Th Ave S #200 Federal Way, WA 98003 3qo 3So - mao us Business Parks Llc 141 SE 3at St #200 Belle A 98006 92 - ono Frito-Lay 3131 S Vaughn Way #301 Aurora, CO 80014 72-0 `f g 0 - 012 d Ralph Jones 33 Prospect Hill Rd Cromwell, CT 06416 20-_2 ID E-- 9p$D City Of Federal Way 33530 1St Way S Federal Way, WA 98003 2.02104 - %12-0 T F M Temple Assoc PO Box 3121 Federal Way, WA 98063 Fedway Associates Lp 1133 164Th St SW #107 Lynnwood, WA 98037 92&Li S 0 -- DDi D Camp Business Parks Llc 14100 S 6 St #200 Bellevue 98006 92-6p 8o - DJ I D Orville & Victoria Cohen Mountain Paci Dba j PO Box 46073 Seattle, WA 98146 C W P Pattison 34222 Pacific Hwy S Federal Way, WA 98003 202/o `f - 9 / 3-7- Star Llc PO Box 4985 Federal Way, WA 98063 3700SO - OISD Campus Business Parks Llc 14100 SE 36Th St #200 Bellevue, WA 98006 12&lko-D110 Campus Vusiness Parks Llc 14100 S 6T t 1200 Beilevue, 98006 a121�`� - UJ10 AVAVERYG Address Labels Laser 5960TM smboth Feed SheetsTM Use template for 51600 Current Resident 34100 9Th Ave S Federal Way, WA 98003 1321870 - 062-0 Current Resident 34201 Pack Hwy S Federal Way, WA 98003 202.10`f - 905 2- Current Resident 34051 Pacific Hwy S Federal Way, WA 98003 202-10q- g0l-Z Current Resident 34110 Pacific Hwy S Federal Way, WA 98003 262I D't- ill a1 Current Resident 2501 S 336Th St Federal Way, WA 98003 2 IZ1 V4- 9 00 2- Current Resident 34004 16Th Ave S Federal Way, WA 98003 39D-3$6 -- WOO Current Resident 34004 h S Federal , WA 98003 Cl2[o g - all o Current Resident 33930 9Th Ave S Federal Way, WA 98003 °i 2-LP'f 9�0 -- 0 ► 20 r - " Current Resident 33901 Pacific Hwy S Federal Way, WA 98003 2021 oyt- '0106 q Current Resident 34211 Pacific Hwy S Federal Way, WA 98003 26 2/o 4- g'd e� 3 Current Resident 1. 34100 Pacific Hwy S ! Federal Wary,, WA 98003 202104- 90`fl Curren Resident 34211 Pqf c S Federal W . A 98003 2.U21v"D53 Current Resident Current Resident 34010 Pacific Hwy S 34211 Pacific Hwy S Federal Way, WA 98003 Federal Way, WA 98003 2-6210`I -7080 20210LI-9'lo0 Current Resident 34020 Pacific Hwy S Federal Way, WA 98003 2 621oLf - q12® Current Resident 34020 Pacific Hwy S Federal Way, WA 98003 212/ oAf-g65D Current Resident 9Th Ave S Federal Way, WA `7 �zo4Bf D - 0090 Current Resident 34004 9 A Federal , WA 98003 9 -- 01/6 Current Resident 34222 Pacific Hwy S Federal Way, WA 98003 20210q- g13-7 Current Resident 1610 S 341 St Pl Federal Way, WA 98003 3U3Ra-01so Current Resident 34004 9Th Ave S Federal Way, WA 98003 �Z&4go — v110 Current Resident 34004 9 Ave Federal ;KA 98003 1�C- 0//0 OAVERYO Address Labels Laser 5960TM DEPT OF ECOLOGY CRAIG STONE ENVIRONMENTAL REVIEW SEC AREA ADMINISTRATOR LAKEHAVEN UTILITY DIST PO BOX 47703 WSDOT SOUTH KING COUNTY PO BOX 4249 OLYMPIA WA 98504-7703 PO BOX 330310 FEDERAL WAY WA 98063 SEATTLE WA 98133-9710 FW CHAMBER OF COMMERCE PO BOX 3440 FEDERAL WAY WA 98063 JACK HOPKINS SEATTLE PI 101 ELLIOTT AVE W SEATTLE WA 98121 TAMMY BATEY FEDERAL WAY MIRROR 1414 S 324T" STE B-210 FEDERAL WAY WA 98003 DON HILL TRIAD ASSOCIATES 11814 115T" AVE NE KIRKLAND WA 98034 BARBARA CLEMENTS TACOMA NEWS TRIBUNE 32050 23RD S FEDERAL WAY WA 98003 LISA PEMBERTON-BUTLER SEATTLE TIMES PO BOX 70 SEATTLE WA 98111 SOUTH COUNTY JOURNAL PO BOX 130 KENT WA 98035-0130 RANDY CARLIN U-HAUL INTERNATIONAL 2727 N CENTRAL AVE PHOENIX AZ 85004 PAULALEXANDER METRO TRANSIT 201 S JACKSON ST MS KSCTR041 SEATTLE WA 98104-3856 LEAH ROBINSON FEDERAL WAY NEWS 32015 1ST AVE S FEDERAL WAY WA 98003 JOHN KIM KOREA POST 28815 PACIFIC HWY S STE 4B FEDERAL WAY WA 98003 CITY OF CITY HALL 33530 1 st Way South PO Box 9718 (253) 661-4000 Federal Way, WA 98063-9718 AFFIDAVIT OF DISTRIBUTION I, - hereby declare, under penalty of perjury of the laws of the State of Washington, that ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) ❑ Notice of Determination of Nonsignificance and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) Notice of Land Use Application & Anticipated DNS/MDNS ❑ Other ❑ Land Use Decision Letter ❑ FWCC Interpretation ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit � - n rl was mailed axedl+e-mai e sted to/at each of the following addresses on 2001. Project Name File Number(s) Signature � ,L-f-- Date R -� % -C"/ K:\CD Admin Files\Affidavlt of Distribution.doc/Last printed 07/30/2001 01:23 PM CITY OF FEDERAL WAY NOTICE OF LAND USE APPLICATION AND ANTICIPATED DETERMINATION OF NONSIGNIFICANCE Project Name: U-Haul Self -Storage and Truck Rental Facility Project Description: U-Haul is proposing to construct a 65,000 square foot mini -storage and truck rental facility on an 8.27 acre site. The entire project, with the exception of a sewer main, will be located on the eastern 4.3 acres of the site. The western 3.98 acres are in a permanent easement for the Kitts Corner Regional Stormwater Detention Facility. The project includes a 12-foot right-of-way dedication and frontage improvements along Pacific Highway South (SR 99) and a 30-foot right-of-way dedication for the construction of South 3 4 1 " Street from SR 99 to the west. Vehicular access to the site will be from South 341" Street. Applicant: Don Hill of Triad Associates for U-Haul International, Phoenix, Arizona Project Location: 34011 Pacific Highway South West of the intersection of Pacific Hwy S and Enchanted Pkwy/SR 161 Date Application Received: August 29, 2001 Date Determined Complete: September 20, 2001 Date of Notice of Application: September 26, 2001 Permits Required by this Application: Process III and Process IV Hearing Examiner's Decision: File No. 0 1 - 1 03406-00-UP Environmental Review: File No. 01-103407-00-SE Other Permits Known at This Time and not Included in This Application: Right -of -Way Permit Relevant Environmental Documents are Available at the Address Below: X Yes _ No Development Regulations to be Used for Project Mitigation, Known at This Time: FWCC Chapter 22, Zoning FWCC Chapter 18, Environmental Protection FWCC Chapter 21, Surface & Stormwater Management Anticipated Environmental Determination: Based upon review of a completed environmental checklist and other information on file with the city, it is likely that the City of Federal Way will determine that the project will not have a probable significant adverse impact on the environment. It is likely that an environmental impact statement (EIS) will not be required under RCW 43.21 C.030(2)(c). The city anticipates that a Determination of Nonsignificance (DNS) will be issued for the proposed project. The optional DNS process of NOA & Anticipated DNS Page 2 U-Haul Self -Storage and Truck Rental Facility 01-103406-00-UP WAC 197-11-355 is being used. The proposal may include mitigation measures under applicable codes, and the project review process may incorporate or require mitigation measures regardless of whether an EIS is prepared. A copy of the subsequent threshold determination for the specific proposal may be obtained upon request (in addition, the lead agency may choose to maintain a general mailing list for threshold determination distribution). Integrated Comment Period: Consistent with the provisions of WAC 197-11-355, a single integrated comment period will be utilized to obtain comments on the Notice of Application and Anticipated Environmental Determination. This may be the only opportunity to comment on the environmental impacts of the proposal. Any person may submit written comments on the environmental impacts of the proposal to the Director of Community Development Services by 5:00 p.m. on October 10, 2001. Any interested party may appeal the environmental threshold determination. Details of appeal procedures for the requested environmental decision will be included with the written decision. Issuance of Final Environmental Determination: If timely comments do not identify probable significant adverse impacts that were not considered by the Anticipated Environmental Determination, the DNS will be issued without a second comment period. A copy the DNS may be obtained upon request. Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations, including the Federal Way City Code and King County Surface Water Design Manual and Road Standards. The official file is available for public review at the Department of Community Development Services, 33530 First Way South, PO Box 9718, Federal Way, WA 98063-9718. City Contacts: Art Pederson or Contract Associate Planner Madrona Planning & Development Services Phone: 206.297.2106 Document ID #16432 Greg Fewins CDS Deputy Director City of Federal Way Phone: 253.661.4108 U`J/L1/U1 VI<1 10:al VAA L0Jbb14U46 ulfx 11hV WAY r: TX REPORT:�:r• r TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. RESULT 33530 First Way South PO Box 9718 Federal Way WA 96063.9718 26"81-4000; Fax 253-661-4048 www.cjJ&der9way.wa.us 1 or; 4 M40 2734 99255750 09/21 13:48 02'13 6 OK City of Federal Way To: Teryl Heller From: Tina Fax: 925-5760 Pages: 6 Phone: Date: 9/21101 Re: Legal Notices ❑ Urgent 0 For Review ❑ Please I:ommerkt ❑ Please Reply ❑ Please RecyGIQ • Comments: Please publish the following legal notices (Notice of Land Use Application, 01-103342- SU, Notice of MDNS, 01-103650-SE; and Notice of Land Use Application and Anticipated DNS, 01 -1 03406-UP) in Wednesday's (9/26/01) issue. Please furnish an affidavit of publication. Also sent via e-mail. Thanks Tina Piety-- Legal Notices From: Tina Piety To: production@fedwaymirror.com Date: 9/21 /01 1:47PM Subject: Legal Notices Please publish the attached legal notices (Notice of Land Use Application, 01 -1 03342-SU; Notice of MDNS, 01 -1 03650-SE; and Notice of Land Use Application and Anticipated DNS, 01-103406-UP) in Wednesday's (9/26/01) issue. Please furnish an affidavit of publication. Also sent via fax. Thanks K R S Holdings Llc 34100 9Th Ave S Federal Way, WA 98003 Orville & Victoria Cohen Mountain Paci Dba PO Box 46073 Seattle, WA 98146 W N Chase 336 Shore Dr Camano Island, WA 98282 _ I % Jane Slisco & Andrew & Sand Slisco 2320 Canary Ct Anchorage, AK 99515 Lumbermens Of Washington 3773 Martin Way E #A Olympia, WA 98506 C5) Ralph Jones 33 Prospect Hill Rd Cromwell, CT 06416 C W R Pattison 700 S 282Nd St #730 J� Des Moines, WA 98198 i , r•'''(r� I 1 Luinb N` ens Washington 3773 Ma - ay E #A Dlym ' , W 98506 Orville & Victoria Cohen Mountain Paci Dba S PO Box 46073 Seattle, WA 98146 i C W R & Evelyn Pattison City Of Federal Way C W P Pattison 34110 Pacific Hwy S 33530 1St Way S G 34222 Pacific Hwy S' Federal Way, WA 98003 Federal Way, WA 98003 Federal Way, WA 98003 Weyerhaeuser Company T F M Temple Assoc Star Llc Property Acntng Tb 922 PO Box 3121 PO Box 4985 �J Tacoma, WA 98477 ! Federal Way, WA 98063 Federal Way, WA 98063 Rickney Brown Fedway Associates Lp Campus Business Parks Llc 34004 16Th Ave S #200 1133 164Th St SW #107 , 14100 SE 36Th St #200 1G n Federal Way, WA 98003 Lynnwood, WA 98037 Bellevue, WA 98006 ��1�%>�C; c IV(• `i' G'':�i' G`�L <.��r.%�,CC - CIIC Campu usin s Parks Llc Camp Busuie Parks Llc Campus siness rks Llc 14100 SE h St #200 14100 S 6 St #200 14100 SE Th t 0200 i Bellevue 8006 1 Bellevue, 800b Bellevue, W 8046 Frito-Lay 3131 S Vaughn Way #301 Aurora, CO 80014 { '_� i61'_ / Z C. �� sta?17ERY® Address Labels Laser 5960TM Current Resident 34100 9Th Ave S Federal Way, WA 98003 Current Resident 0 33901 Pacific Hwy S Federal Way, WA 98003 Gury-e�f y Current Resident 34100 Pacific Hwy S Federal Way, WA 98003 2CL-IC"I—`1Cq-I Current Resident Current Resident S Current 1lesiden^ 34201 Pacific Hwy S 34211 Pacific Hwy S 34211 6 wy S Federal Way, WA 98003 Federal Way, WA 98003 Federal . WA 98003 Current Resident Current Resident Current Resident 34051 Pacific Hwy S 34010 Pacific Hwy S 34211 Pacific Hwy S Federal Way, WA 98003 Federal Way, WA 98003 Federal Way, WA 98003 rc°� �/C .ice z _ r��t -�i� c 2-",') IC-,t- �liec. Current Resident Current Resident Current Resident 34110 Pacific Hwy S G 34020 Pacific Hwy S 1 34222 Pacific Hwy S Federal Way, WA 98003 Federal Way, WA 98003 Federal Way, WA 98003 t;4-C11`=j 2C,)1 9111c. 2c°2iC" Current Resident Current Resident Current Resident 2501 S 336Th St f 34020 Pacific Hwy S T 1610 S 341St PI 1 Federal Way, WA 98003 Federal Way, WA 98003 Federal Way, WA 98003 Current Resident Current Resident Current Resident 34004 16Th Ave S �� 9Th Ave S 34004 9Th Ave S ` Federal Way, WA 98003 Federal Way, WA Federal Way, WA 98003 r-e Carr nt'Itesi t Current Resident Current Resident 3400 T ve S 34004 XA S :`,� 3403al AvFedera[ , WA 98003 FederalA 98003 Fede, WA 98003 OU0 hcG ij Current Resident 33930 9Th Ave S Federal Way, WA 98003 �Z�v -� L�C, - C12C% ORAVE Y@ Address Labels Laser 5960TM Parcel # MetroScan / King (WA) Owner Name Site Address YB Owner Phone 132180 202104 202104 202104 202104 202104 202104 202104 202104 202104 202104 202104 212104 212104 390380 390380 926480 926480 926480 926480 926480 926480 0020 9004 9041 9052 9053 9053 9072 9080 9100 9119 9120 9137 9002 9050 0150 0160 0090 0110 0110 0110 0110 0120 K R S Holdings Llc Slisco Jane B;Knight Wayne Pattison C W R Cohen Orville/Victoria;Dba Lumbermens Of Washington Lumbermens Of Washington Chase W N Trust Jones Ralph Cohen Orville/Victoria;Dba Pattison C W R & Evelyn C City Of Federal Way Pattison C W P Weyerhaeuser Company T F M Temple Assoc Star Llc Brown Rickney D Fedway Associates Lp Campus Business Parks Llc Campus Business Parks Llc Campus Business Parks Llc Campus Business Parks Llc Frito-Lay --------------------- 34100 9Th Ave S Federal Way 33901 Pacific Hwy S Federal 34100 Pacific Hwy S Federal 34201 Pacific Hwy S Federal 34211 Pacific Hwy S Federal 34211 Pacific Hwy S Federal 34051 Pacific Hwy S Federal 34010 Pacific Hwy S Federal 34211 Pacific Hwy S Federal 34110 Pacific Hwy S Federal 34020 Pacific Hwy S Federal 34222 Pacific Hwy S Federal 2501 S 336Th St Federal Way 34020 Pacific Hwy S Federal 1610 S 341St PI Federal Way 34004 16Th Ave S Federal Wa 9Th Ave S Federal Way 34004 9Th Ave S Federal Way 34004 9Th Ave S Federal Way 34004 9Th Ave S Federal Way 34004 9Th Ave S Federal Way 33930 9Th Ave S Federal Way 1979 1978 360-456-1880 1978 360-456-1880 1977 1979 253-838-5788 1969 1985 1978 1981 206-874-3855 1979 1979 1979 1979 1992 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. Za �Z 3911010778 7 a°�• gz6 -�N ail IT LOT ki R N:89-4 _26 W.+e]e e pi P,1VAY BWf 10•a p7 �N h Pei. 'B' ITO /,�e`S3 m 5 Saw Q • N au' - 1 �WF/bXT yeeMn.veNT csroT S /73, G13 0) N •'' nll N �I .r�s-sr-.sa J � C 1 313. 91 — o° fo OQ 57/-92-XE� Oy Y -4A6 jA P— .F�f: IJCr�56 � 71 � J8� 922 Z9� +l►l2L akt 0 &)c 417.IA7 r -4l 49 Gr. y f IkR n v ` yP � � �Mr- !J'3.>1� ��n ; � I �, ' 7✓:MPo,¢a2y LIGEN56 /04, 747 d J Ioa z _ 3h1.117 —� si tiF � 'h rr ti N r.a`�a .y,_aor 3 r.a 9� q� qc• co Ney-rey w' .oe ra a ' ,3d C.Gp ' KCSP 77 7057 I AF 781211085-4 W i A ree. 1 y_' Fu; z �q Pct.3 nM� pce. 5►► 'il � 5d V1' aySQv'y4 a s lL �a?a ; Jli�Bry I N 69.3/_ lOa � `• ~, • Zi C-Lp C� 1 La 151 ♦oa .vas. �-er.. i'3�.Fa KCSP777058 AF78121101,54 a a .1, le[.3w�' !erA d q rrc, p P Tq! S a Ip.ay IR. , b • • s, �Rd A �y •P3'�y - j—N98.47-rew CT7. (s0T.) � r I 0 fiA AEC 0 � 7 n n, H � 6 Y A s dal a� p y] KCSP5S206 LOT I ZdL. L• 3/c f7e) CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT MEMORANDUM DATE: August 29, 2001 TO: Community Development Review Committee (CDRC) Members Jim Femling, PW Development Services Manager (2 sets) Joan Hermle, Lead Building Inspector Mary Young, Lakehaven Utility District Greg Brozek, Federal Way Fire Department Mark Harreus, Federal Way Police Department FROM: Art Pederson, Contract Project Planner Phone: 206.297.2106 e-mail: apederson@madronaplanning.com PLEASE RESPOND BY: September 13, 2001 (internal completeness review) FFILE NUMBER: 01-103406-OOUP & 01-103407-00 PROJECT NAME: U-Haul Self Storage/Rental Facility PROJECT ADDRESS: 34001 Pacific Highway South. PROJECT DESCRIPTION: Construction of a commercial Mini -storage facility and U- haul Truck Rental Showroom with associated truck and truck rental parking. PROJECT CONTACT: Don Hill Triad Associates, Kirkland, WA 800.488.0756 SEPA: Required NOTES: Project requires Process IV review — sewer line intrudes in required wetland buffer adjacent to the Kitt's Corner Regional Detention facility. RECEIVED BY COMMUNITY DEVELOPMENT DEPARTMENT August 27, 2001 Jim Harris City of Federal Way Department of Community Development Services 33530 First Way South Federal Way, WA 98003 RE: U-Haul Federal Way File 00-102720-000-00-PC Process IV Hearing Examiner Review with Expedited Review submittal Triad Job No. 99-355 Dear Jim: TRLAD ASSOCIATES 11814 115th Avenue NE Kirkland, WA 98034-6923 425.821.8448 425 8213481 fax 800488 0756 toll free WWvv triadassoc corn I am writing on behalf of the Applicant, U-Haul InternationaYParul Butala to submit for a Process IV Hearing Examiner Review with Expedited Review in accordance with your submittal and review procedures. I have summarized the required submittal and enclosed/required copies as follows: • Master Land Use Application signed by Applicant and Property Owner • Process IV Application/Review fee, U Haul check no. 003322860 dated 5/14/01 in the amount of $2,877 • King County Assessor's parcel maps, one 1/4 section map of NE 20-21-4 and of NW 21-21-4 • Vicinity map on separate 8/5 x 11 sheet • Current title report dated May 3, 2001 prepared by Transnation Title Insurance Company (information the same, no changes on policy), two copies • Current letters of water and sewer availability (copies of approved King County Certificate of Water and Sewer dated 5/18/01) • Site photographs from each compass point (1 set of color copies) ■ Eight complete and folded sets of drawings prepared: o Site Plan dated 7/I0/01, prepared by Triad Associates Preliminary Grading and Utility Plan dated 7/10/01, prepared by Triad Associates • Preliminary Landscape Plan dated 7/10/01, prepared by Triad Associates • Topographic Survey (total site) dated 6/10/01, prepared by Triad Associates • Topographic Survey (intersection) dated 6/10/01, prepared by Triad Associates • View from Pacific Highway prepared by AMERCO, color 11x17 • Buildings Elevations dated 05/14/01 prepared by AMERCO, color 11x17 • Buildings Elevations dated 05/14/01 prepared by AMERCO, 24x36 • Level One Offsite Analysis and Core Requirement Summary dated 6/14/01, prepared by Triad Associates (five copies) • Two sets of self-addressed, stamped business -sized envelopes (with City of Federal Way return address) of persons receiving property tax statements for all properties 300 feet of the boundary of the subject property and for all occupants on or within 300 feet of the subject property. A separate list numbered with the addresses and parcel numbers and an assessor's map showing the 300-foot boundary J Page 2 Jim Harris City of Federal Way, Department of Community Development Services August 27, 2001 • Preliminary Geotechnical Study dated 6/13/01, prepared Associated Earth Sciences (five copies). ■ Wetland Delineation Analysis dated 8/24/01, prepared Associated Earth Sciences (five copies), • SEPA Checklist dated 6/8/01, prepared by Triad Associates (eight signed copies) • Memo (traffic, frontage, site access) from Hazem El-Assar, City of Federal Way dated 6/l/00 (four copies) • Letter (pre -application meeting) from Jim Harris, City of Federal Way dated 6/6/00 (four copies) • Letter (truck parking) from Jim Harris, City of Federal Way dated 11/21/00 (four copies) • Letter (waiver) from Jim Harris, City of Federal Way dated 1/22/01 (four copies) • Authorization For Expedited Review dated 7/5/01 ■ Expedited Review Application/Review fee, U-Haul check no. 003415398 dated 6/27/01, $11,830.00 I have also enclosed a 3-ring notebook, which includes a single copy of each submittal element listed above for your use. In addition to the above listed submittal items, the U-Haul traffic consultant (Stanton Foerster, 972-475-8787) has completed a review of traffic issues with the city traffic reviewer and based upon discussions with the Applicant and Greg Fewins of your office, the traffic submittal requirements for this Application have been addressed and additional traffic analysis is not required. Please provide your confirmation of application completeness as soon as practical and proceed with the requested Expedited Review so that the Process IV Review and Hearing can be completed as soon as possible. If you have any questions or need any additional information please do not hesitate to call. Sincerely, TRIAD ASSOCIATES Don Hill Project Manager cc: Parul Butala, U-Haul International Enclosures f 06/26/61 08:37 0425 821�3481 TRIAD ASSOCIATES J►1 1 002 ctrror J I Avo E�=� APPLICATION NO(5) Project Name U-Haul Federal Way MASTER LAND USE APPLICATION IDEPARTMF.NT OF COMMUNITY DRVI{I; I:IPMF'N7'$$RYi(:F.S 13530 First Way South PO Any 9718 Faderol Way WA 9X063.9718 2.53.661-4000; Fax 253-661-4129 ww'%Y.ci _ fedei al -wtiy .wa. u$ ,')I-03yp�- moo-se- 1 - 1D31101p - 00- Gt P Date '8f ZW ��i Property Address/Location 34001 Pacific Highway South Parcel Number(s) ... -9051 Project Description Commercial Mini Storage Facility and U-Haul Truck Rental Show Room With Associated Truck and Truck Rental Parking. Type of Permit Required Annexation Binding Sitn Plait Roundary Line Adjustment _ I__ornp Plan/Ruzone Land Surface Modification _ Lor Line Flimination _ Preapplicatinn Conr rence Process 1 (Director's Approval) Process 11(Site Plan Review) Process Ill (Project Approval) XX Process IV (Hearing Fxaminer s Duci>jim) Process V (Quasi-Judiaini Rezone) � • Process Vi Y SEPA w/Project SEPA Only Shoreline: Variance/C anditionaI disc Short Subdivision Subdivision Variance: Commet'cial/Residential Required Information _7_cning Designation Couiprehensive Plan Designation `0- Value of Existing Improvements $1M+ Value of Proposed Improvements Uniform Building Code (UBC); SI ---Occupwx . Tyke. IIN Conu uction'1lype Applicant Name: Parul Outala c/o U-Haul International, Inc. Address: 2727 North Central Avenue City/State: Phoenix, AZ Zip: 85036 Phone: 602-263-6852 Fax: 602-277-1026 Email: parul@rc.uhaul.com Signifitre: Agent (if Different thon Applicant) Namc: Don Hill c/o Triad Associates Address: 11814 115th Avenue N8 City/Stag: Kirkland, WA Zip: 98034 Phone: 800-488-0756 Fax: 426-821-3481 Email: dhill@triadassoc.com Signature: Owner Name: Robert Lloyd Wright Address: 34839 Pacific Highway South Cily/SU.ae Federal Way, WA Zip' 98003 Phone; Fax; - Email. r /signat;irc: Bulletin 4003 - Octobcr 30, 2000 Fage 1 V6 6S1 k:\i1andauts - Rcviscd\Master Land Ilse Application 08/28/2001 09:20 6022771026 UHAUL /AMERCO CONSTR PAGE 01/01 99-355 trrr�r�� PUCATICIPI NO(s) 00-102720-00-PC dect Name _U-Haul-Federal Way sperty Address/Location 34001 Pacific Highway South reel Numbers) 202104-9o51 MASTER LAND USE APPUCATION DEPnRTNIENT OF COMMUNITY l)gVgLppMCt rr URYI4`E8 33530 First Way South PO Box 9719 l"'adcral Way WA 98063-9718 253-661.4000;Fax 253-661-4129 www.ti, gederel-way-wa-us Date 1jectDescription Commercial Mini Storage Facility and U-Haul Truck Rental, Show Roam With ,4ssociated Truck and Truck Rental Parkinrq, TYPe of Permit Required Annexation Binding sira plan Boundary Line Adjustment Comp Plan,,Rcaona Land Surtbce Modifir.,atian Lot Line Elimination Preapplication Coni't'rence Process I (Director's Approval) Process if (Site Plan Review) Process III (Prnjcat:lpprovA) XX Process IV (Hestri"g FV.Uminee s Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project S,EPA Qnly __ Sltorelirle: VariaacefConditional Use Short Subdivision Subdivision Variance: Comrncrc:iel Residuitial Required Iaformalioa 7Ut,: zg Designation �Cotnpreisen;;ivc Plan D%sipetiva $1Mf Value of aisting impravements =-Va]ue of Proposed IMPTOVements niform Fiuildin0 S nde (11F7C ): SI IIN panty 13r C42t"St134tiOrl Type Applicant Narrle: Addros,: Parul sutala c/o ,,Haul International, Inc. 27,77 North CQntrgl AycnvL- C'TY/Slate; Phgenix, AZ ZIP. 85036 Phone; 602-263-6852 Fax: 602-277-1026 Email: parts fr_uhaui.torn Signature: Agent O'Ditlerent than Appllcantl Name: Oon kill c/o Triad Associates Address: 11814 115th Avenue NE City/State: Kirkland, WA Zip: 99034 Phone: 800-488-0756 Fax: 425-621-3481 Entail: dhill@triadassoc.com 5igna[ure: Owner f, Name: ' _ P.oherr Lloyd Wri r. Address: 3483j fTe 9,ht . r Highway south City/State: Federal way, WA zip' 98003 Phone: Fax: E-mail: in #003 — October 30, 2000 goo IZ Page I SSSV1'30S9e ctxrx.T k.lHandouts — RzYL5Cd"Ra Land Vsc a Rplicauon TOan T'Ya V% - -._- ti/1" )I �Ibt, King County DDES DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES 900 Oakesdale Avenue Southwest Renton, Wa 98055-1219 Do not write in this box number Building Permit ❑ Short Subdivision This certifi, r provides the Seattle - King County Dep;Artment of Public Health and the Department of Development and Environmental Services with information necessary to evaluate development proposals. King County Certificate of Water Availability ❑ Preliminary Plat or PUD ❑ Rezone or other Applicant's name: ��O- \N LVE-F_' Q 1l nt,,1AL .. name Proposed use: C b Vk%J_f_�f1C \ Al-t - f_�`CO �Z.N16 ,F_ UtQl _� S Location: -t~ Q o . 2O Zl oil I1 C)S I (attach map and legaf description if necessary) Water utility information: CAN 1. ❑ a. Water wig be provided by service connection or1ly to an existing (size) water main that is feet from the site. OR L2i b. Water service will require an improvement to the water system of: ❑ (1) feet of water main to reach the site; and/or t (2) The construction of a distribution system on the site; and/or 0(3). Other (describe) _ EXMELh T(D FAF_ E.t7garc- + L oc)P StG"CEKk 1 W ACC_og_' \A>�Cr- WIT41 bi5'rRic7C FC)"e-1 -+- (_0)UFP-ESE-'Q5lVE_ PLAN) - — a. The water system has a current County -approved water comprehensive plan and franchise. OR «pC ❑ b. The water system does not have a current County -approved water comprehensive plan or franchise and will require a new or amended water comprehensive plan or franchise. (This may cause a delay in issuance of a permit or approval). 3 a. The proposed project is within the corporate limits of the utility, or the utility has been granted Boundary Review Board approval for service area annexation, or the project is within the County -approved service area of the utility. OR ❑ b. Boundary Review Board approval of an annexation will be necessary to provide service. 4. I a. Water is or will be available at the rate of flow and duration indicated below at no less than 20 psi measured at the nearest fire hydrant trb- z +6 -" feet from the-buitding{property (or as marked on the attached map): ; C5t-'re+_cArs �IAX. In .55, __Pressure ]one; � Elevation of Property E2- *� ;ist. ?4itr. Pressure /051 psi ... .................. . Rate of flow at Peak Demand Duration ❑ less than 500 gpm (approx. gpm) ❑ less than 1 hour ❑ 500 to 999 gpm ❑ 1 hour to 2 hours ❑ 1000 gpm or more )K 2 hours or more ❑ flow test of gpm ❑ other ;, calculation of ZSbC gpm t (Note: Commercial building permits, which includes multifamily structures, require flow test or calculation.) OR Cl b. Water system is not capable of providing fire flow. 5 [ a. Water system has certificates of water right or water right claims sufficient to provide service. OR ❑ b. Water system does not currently have necessary water rights or water right claims. Comments/conditions: )__)1NV-k_C 1EK P_F_F_KkEAzT ?-EMoI1 R s ..... V-I-+ �..�?....-X�L t:- a ..1.re 3?...._..�................ The District, at its sole discretion, reserves the right to delay or deny water service based upon capacity limitations in District and Other Ptlrvey!Cr facilities, .. . I certify that the above water utility information is true. This certificate shall be valid for one year from date of signature. LAKEHAVEN UTILITY DISTRICT Agency name DI=v El,nl>kkE_ Q7 5ERvl Cf-s SUPQz�(sdr� Title A P_Y 9. i 6GXJC-r Story na�e ie 5 nat , e , Date Nov. 24, 1999 71r."� h'r Please return to; This cerlificale provides the Department of Health and the Department of Development and Environmental Services with information necessary to evaluate development proposals. KING COUNTY Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 KING COUNT`( CERTIFICATE OF SEWER AVAILABILITY 5o not wr.La an this box number name Building Permit ❑ Preliminary Plat or PUD ❑ Short Subdivision ❑ Rezone or other APP L TG,NT' S NAME i - ly -, t ll PROPOSED USE J D� tJ1 i LOCATION C-� 1 C� • ZoZ D - DQ I Ac r I L } W' ! E $L WN/,' vvf (Attach map a. legA description if necessary) # # # # # # # N # # # # SEWER AGENCY INFORMATION J cAN 1. a..Sewer service w+*I- be provided by side sewer connection only to lL� an existing 17" size sewer 0tl €pet -eft the site and the sewer system has the capacity to serve the proposed use. OR b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or latteral to reach the site; and/or ❑ (2) the construction of a collection system on the site; and/or ❑ (1) other (describe) 2. a• The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. a.j The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city. OR b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. Connection charge: 7l7 b. Easement(s): c. Other: * The District, at its sore-discretions reserves ri o y or eny sewer service based upon capacity limitations in Dxstri.ct and Other Purveyor facilities. I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. Lakehaven Utility District Agency Name Title Signatory Name SAgnatUr# Date F779 CITY OF Federal July 12, 2004 Mr. Jeff Morgan Triad Associates 11814 115'h Avenue NE Kirkland, WA 98034-6923 CITY HALL Way33530 1st Way South • PO Box 9718 Federal Way, WA 98063-9718 (253) 661-4000 www.cityoffederalway.com RE: File No: 01-103406-000-00-UP; CONDITIONAL APPROVAL FOR USE PROCESS III MODIFICATION; U-Haul Facility, 34001 Pacific Hwy South, Federal Way Dear Mr. Morgan: On June 21, 2004, the City of Federal Way Department of Community Development Services received your request for modification to the approved site plan for the U-Haul Storage Facility, located at 34001 Pacific Highway South. The proposal includes the following modifications: 1. Relocation of driveway entrance approximately 70 feet to the east. 2. Increase, width of Building A by two feet (adding 300 square feet). 3. Increase width of Building B by five feet (adding approximately 1,605 square feet). 4. Relocate Building C to east by approximately 12 feet. 5. Addition of a perimeter security fence and relocation of two approved internal security gates. Based on the proposed revision, the City hereby issues Approval to the revised site plan based on the following condition: The proposed eight -foot tall security fence must satisfy Design Guideline requirements' and may not be located in required yards. The location and design of the proposed security fence will be verified as part of Building Permit review. Please be aware that a six-foot tall security fence, meeting Design Guidelines, is permitted in required yards. In addition, as a matter of technical information, please refer to the enclosed memorandum: 1. Sarady Long, Traffic Engineer, July 6, 2004, for comments related to the proposed relocation of the driveway entrance. 2. Brain Ashbury, Lakehaven Utility District, July 8, 2004 and September 13, 2001. 3. Greg Brozek, Federal Way Fire District, July 8, 2004. If you have any questions regarding this letter, please feel free to contact Jane Gamble, Associate Planner, at 253-661- 4120. Sincerely, �1 Kathy McClting, Director Community Development Services enc: Approved Site Plan July 6, 2004, memorandum from Sarady Long, Traffic Engineer c: Sarady Long, Traffic Engineer 1 FWCC Section 22-1638(b) (4) states that if utilized, chain -link fences visible from public right-of-way shall utilize vinyl -coated mesh and powder - coated poles. 01-103406 Doc. I.D-28075 January 22, 2001 Don Hill Triad Associates 11814 - 115th Avenue NE Kirkland, WA 98034 RE: Permit #01-100244-000-00-SM; U-HAUL FACILITY 34001 Pacific Highway S; Right of Way Modification Dear Mr. Hill: This letter responds to your request to waive the required street improvements associated with the proposed U-Haul development on Pacific Highway. Specifically you requested a waiver from the requirement to construct a north -south street across the subject property for future connection between S 336th Street and S 3481h Street. After evaluating the existing conditions, review of Federal Way City Code (FWCC) provisions (Sections 22-1496 and 22-1477), and the direction provided by the City Council, the Public Works Department hereby modifies the requirements for street improvements applicable to your permit application, as discussed below. FWCC Section 22-1477, Modification of Improvements Along Property Frontage - This code section allows the Public Works Director to grant a request to modify, defer, or waive the required street improvements only after consideration of four specific reasons. The reason most applicable here is contained in FWCC 22-1477, "(2) Unusual topographic or physical conditions preclude the construction of the improvements as required." The subject property is adjacent to the Kitts Corner Regional Detention Facility. Wetlands and a stream lie to the north, south and west. Commercial properties to the south are developed with vehicular access to Pacific Highway. Therefore, street connection from this property south to S 344th Street would be difficult. However, a street connection to the north from this property to S 336th Street, as well as an east -west street along the north property line to Pacific Highway is feasible. As a result, the required north -south street improvements across the subject property will be waived. However, the applicant is required to construct half street improvements along the north property line. The improvements shall include a minimum 24-foot asphalt road surface, curb and gutter, four - foot planter with trees, six-foot sidewalk, streetlights, and a three-foot utility strip meeting city street Cross -Section "R." The centerlines of the new street and the east leg of the intersection of Pacific Highway and 16th Avenue S must align. In addition, modification to the existing traffic signals and/or installation of new signal poles and signal heads at the above intersection will be required to insure Right of Way Modification January 22, 2001 Page 2 proper operation of the west leg. Also, frontage improvements to Pacific Highway are required and shall conform to standard Cross -Section "A," which includes 45-foot pavement from centerline to curb, curb and gutter, six-foot planter strip with street trees, eight -foot sidewalk, three-foot utility strip, and streetlights. A right of way dedication of twelve feet is necessary to accommodate these improvements. A professional engineer registered in the State of Washington must design all street improvements to City of Federal Way and Washington State Department of Transportation (WSDOT) standards. The conditions of this right of way modification will be applicable for one year from the date of this letter. If a building permit is not issued within the one-year time limit, the right of way modification will be void, and a new request for modification must be submitted. If you have any questions, call Jim Femling, Senior Engineering Plans Reviewer, at (253) 661-4196. Sincerely, Ken Miller, P.E. Deputy Public Works Director KM/JF:jlf cc Trent Ward, Development Services Manager Hazem El-Assar, Assistant Traffic Engineer Kathy Messinger, ROW Engineering Tech Jim Harris, Community Development Senior Planner Randy Carlin, 2727 N Central Avenue, Phoenix, AZ 85004 Project File (JF) Day File I :\csdc\docs\save\43 668094. doe P01-t,Tt,r> .f 54 �'N 4 DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES PO Box 9718 Federal Way WA 98063-9718 253-661-4000; Fax 253-661-4129 www.ci.federal-way.wa.vs RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. Original Tracking Number: Project Name: Project Address: 0 Resubmittal items: . 0 ` J b q^zi V<at) Contact Person. Don ` tr Phone. Resubmittal requested by: Date: April 2, 2002 Art Pederson Contract Associate Planner City of Federal Way 33530 1st Way South Federal Way, WA 98003-6210 EPY COIUIMUNfiY W�VEL NT DEPARTMENT APR 0 8 2002 RE: U-Haul Mini Storage and Truck Rental Facility 34001 Pacific Highway South City File No. 01-103406-OOUP Triad Job No. 99-355 Dear Art: TRLAD ASSOCIATES 11814 115th Avenue NE Kirkland, WA 98034-6923 425.821.8448 425 8213481 fax 800488 0756 toll free vvvvvv triadassoc corn We have revised the site plan and preliminary plans to address the additional review comments listed below and have enclosed copies of each of the following: Re -Submittal items (8 copies): ■ Cover Sheet, revision dated 4/2/02, sheet 1 of 4, Triad Associates ■ Site Plan, revision dated 4/2/02, sheet 2 of 4, Triad Associates ■ Preliminary Grading, Utility and Channelization Plan, revision dated 4/2/02, sheet 3 of 4, Triad Associates ■ Preliminary Landscape Plan, revision dated 4/2/02, sheet 4 of 4, Triad Associates • AMERCO/UHaul response letter from Parul Butala dated 3/26/02 with attachments: ■ Color Site Plan, revision dated 3/26/02, l lxl7 ■ Color "View from Pacific Hwy. So." Exhibit, dated 3/26/02, 1 lxl7 ■ Color "Mini Elevations" Exhibit, revision dated 3/26/02, 1 lxl7 ■ Color "Elevation" Exhibit, revision dated 3/26/02, 1 lxl7 Review letters/memoranda (1 copy): ■ COFW/Art Pederson letter to Don Hill dated 2/22/02 ■ COFW/Kevin Peterson letter to Don Hill dated 3/7/02 • COFW/Sarady Long memorandum to Art Pederson dated 3/6/02 The enclosed re -submittal items have been provided to address the comments in the above listed comment/memoranda as follows: COFW/Art Pederson letter dated 2/22/02 A. 1. See Butala response. A.2. As before, the enclosed Site Plan and other enclosed Plans show 6 truck display stalls along the SR99 frontage and separated into two 3-stall groups by 7 standard parking stalls. In response to your previous comment, 3 small "No Truck Art Pederson April 2, 2002 Page 2 of 4 Parking" signs have been called out on the Site Plan along the front side of the 7 standard stalls along the SR 99 frontage. UHaul will allow the project to be conditioned on the installation, retention and maintenance of the "No Truck Parking" signs along the front side of the 7 standard stalls along the SR 99 frontage. A.4. See Butala response Section 22-1634 Site design a) 2) See Butala response a) 3) See Butala response d) 2) See Butala response d) 4) See Butala response. Also note that the bicycle rack can be moved into the landscape or other appropriate nearby location during final design d) 5) See Butala response f j 2) A power transformer has been shown on the Preliminary Grading, Utility and Channelization Plan along the east side of Building B and will be obscured from view from the SR99 frontage due to the proposed landscaping and the approximate 4' drop from SR99 at this portion of the site. Section 22-1635 Site design b) 1) See Butala response b) 2) See Butala response b) 3) See Butala response c) See Butala response Section 22-1635 Site design b) See Butala response COFW/Kevin Peterson letter dated 3/7/02 As noted in the letter, each of the comments (un-numbered) should be addressed prior to Building Permit Application. We will therefore address each item in detail as a part of the Final Engineering Plan submittal to be included with the upcoming Building Permit Application and have revised the enclosed Preliminary Grading, Utility and Channelization Plan to address some of the items at this time as follows: Plan sheet items ■ The Federal Way Development Standards have been referenced on the SR99 road section o The South 340t' Street road section has been revised to show vertical concrete curb and gutter along the south pavement edge • A note has been added calling out vaned grates for all public catch basins ■ The South 340t` Street road section has been revised to show extruded curb along the north pavement edge • Catch basin spacing is shown per COFW standards and will be confirmed/addressed during final engineering design/review Art Pederson April 2, 2002 Page 3 of 4 ■ A catch basin riser conversion per COFW Standard Drawing 4-18 will be shown for the CB "E" in SR99 near the south end of the site in the final engineering plan submittal • The SR99 road section has been revised as requested • The distance from the north edge of South 340'h Street to the property line has been revised to be 3' and the dedication remains at 40' • City Standard Approval blocks will be on the final engineering plans • The Uflaul entry onto South 34.0'h Street will be revised to be a COFW standard commercial driveway pending confirmation that required truck -turning motion will be provided using the maximum driveway width. This will be addressed prior to final engineering plan submittal • The sidewalk along the south side of South 340t' Street has been shown extended to the end of the proposed improvement • A street lighting plan will be included as a part of the final engineering plan submittal • The South 340'h Street right-of-way dedication is shown to its easterly extent which does not extend to the east line of the Kitts Corner Regional detention Facility since the South 340'' Street right-of-way is anticipated to turn to the north as shown on the current preliminary alignment/plans • The current plans show a 30' aisle width between Building E and the RV parking TIR items • A detailed plan and section(s) will be included in the TIR and final engineering plan submittal • Pipe outfall velocities and associated design elements for the westerly outfall will be included in the TIR and final engineering plan submittal • Calculations and associated design elements for the frontage improvement areas to be diverted to the water quality vault will be included in the TIR and final engineering plan submittal • Page 6 of the previously submitted Report will be revised in the TIR and final engineering plan submittal to address the revised conditions COFW/Sarady Long memorandum dated 3/6/02 As noted in the memo, each of the comments should be addressed prior to Building Permit Application. We will therefore address each item in detail as a part of the Final Engineering Plan submittal to be included with the upcoming Building Permit Application and have revised the enclosed Preliminary Grading, Utility and Channelization Plan to address some of the items at this time as follows: 1) Signal modification plans will be included the final engineering plan submittal 2) As noted on the enclosed plan, the affected existing signal on SR99 is proposed to be re -located to the west behind the proposed sidewalk 3) Discussion with our traffic consultant confirms that the proposed traffic signal pole must stay as previously shown and a proposed signal pole with pole mounted vehicle head is shown at the northeast corner of the intersection Art Pederson April 2, 2002 Page 4 of 4 4) Truck -turning movements at the driveway intersection with South 340th Street accommodate a typical UHaul truck by the 40' wide driveway with 20' curb returns. As noted above, the UHaul entry onto South 340`h Street will be revised to be a COFW standard commercial driveway pending confirmation that required truck - turning motion is provided using the maximum driveway width. This will be addressed prior to final engineering plan submittal and an exhibit showing truck - turning movements will be included the final engineering plan submittal 5) The southerly taper is depicted on the enclosed plans and a north taper (if required) will be included the final engineering plan submittal 6) A street lighting plan for SR99 and South 34& Street will be included the final engineering plan submittal 7) The pavement thickness on SR99 will be verified and added pavement will be installed to meet COFW standards and will be addressed as a part of the final engineering plan submittal This re -submittal addresses all of the review comments and/or requested items. Please complete your review so that the Process III approval can be issued and the Process IV Public Hearing can be scheduled as soon as possible. If you have any additional questions, please do not hesitate to call. Sincerely, TRIAD ASSOCIATES Don Hill, P.E. Project Manager Enclosures cc: Parul Butala, U-Haul International, Inc. Ashish Dandavate, Dick Fritshe Design Group Brad Taggart, Builders Inc. AM RCO REAL ESTATE COMPANY CONSTRUCTION DEPARTMENT AMERCO REAL ESTATE COMPANY • 2727 N. CENTRAL AVE. • PHOENIX, AZ 85004 PHONE: (602) 263-6502 • FAX: (602) 277-1026 • EMAIL parul_butala@fc.uhaul.com March 26, 2002 Art Pederson Madonna Planning & Development Services Dear Art: It was a pleasure talking to you over the phone. Per our conversation, please find enclosed a copy of the revised site plan and elevation for the proposed lJ-Haul Project in Federal Way. We have tried to address all your comments in your letter dated February 22 2002. A.1 Per our conversation, we do provide some excess spaces for overflow parking. Below is the phone number and address for Foerster Engineering. Stanton Foerster Foerster Engineering, LLC PO Box 2492 Rowlett, TX 75030-2492 Phone 469 222 8140 A.2 Project will be conditioned on the installation of the subject signs ..... What is meant by " subject signs" ? Could you please clarify? A.4 We are resubmitting elevations of all buildings including building B & E. Also height of buildings is shown on the drawings. Section 22-1634 Site design a) General Criteria: 2) & 3) Pedestrian Areas & Benches: Per our discussion we will relocate the bench closer to the bus stop. Benches was incorrect in previous submittal, there is one proposed bench. d) Pedestrian Circulation & Public Spaces 2) Pedestrian Pathways: Please see revised site plan, the pathways are marked as stamped colored concrete (brown/terracotta). Oe. READ ESTATE COMPANY CONSTRUCTION DEPARTMENT AMERCO REAL ESTATE COMPANY • 2727 N. CENTRAL AVE. • PHOENIX, AZ 85004 PHONE: (602) 263-6502 • FAX: (602) 277-1026 • EMAIL parul_butala@fc.uhaul.com 4) Bicycle Rack: Please see revised site plan, per our phone conversation we have added the Bicycle Rack in the landscape area north of the handicap parking spaces. 5) Outdoor Furniture & Fixtures: Per our discussion we will relocate the bench closer to the bus stop. Signage will be permitted separately and the freestanding sign will not conflict with the proposed landscaping. e) Commercial Service and Institutional Facilities. 2) Site Utilities: Don Hill from Triad will respondto this comment. Section 22 163S Building ❑esi n All Districts b) Building Fagade Modulation and Screening Options: 1) Fagade Modulation: Building A: East Side: Towards the north end of the east elevation the building jogs in about 15 feet. Towards the south end the building plane (around the windows) is extruding out about 6" and is a different color. This change in color with a 6" pop out breaks the monotony and creates the modulation. We have also added more than required features for articulation to break the monotony of the fagade. North Side: Towards the east side of the North elevation, there is break in the fagade with the "gray tower". There is difference in the plane of 6" and with the color change, it breaks the monotony and creates the modulation. There is also a canopy above the windows along the eastern end of the North elevation. We have also added more than required features for articulation to break the monotony of the fagade. Building E: North Side: Every 60' the building setbacks 2', which meets the criteria per the code. AM R Of. READ ESTATE COMPANY CONSTRUCTION DEPARTMENT AMERCO REAL ESTATE COMPANY • 2727 N. CENTRAL AVE. • PHOENIX, AZ 85004 PHONE: (602) 263-6502 • FAX: (602) 277-1026 • EMAIL parul_butala@fc.uhaul.com Building B: South Side: We have added "two tower elements" with change in color and texture to break up the monotony and add modulation. 2) Landscape Screening: South Elevation of building B and north elevation of building E both meet this requirement. The use of second option has been addressed above. 3) Canopy: We have modified the canopy along the east elevation of building A to meet the 50% requirement. c) Building Articulation and Scale: The north elevation of Building A has been revised. Per our discussion we have added additional glazing to the previous one window to the northeast section. The northwest section has been revised with more doors. Additionally the north elevation of Building E and South Elevaticn of Building B have been revised to add banding for articulation purposes. Section 22-1638 District Guidelines b) Business Park: 3) Storefront Windows are clear glass. I hope that we have satisfactorily addressed all your comments. If you have any questions or need any further information, please call me at 602 263 6852. Sincerely, j Parui Butala. Cc: Don Hill, Triad Associates. Greg Fewins, Deputy Director. /II IIO �/��{'IA/Y I�IIY/YI SM 4lg - 3.5s CITY OF -" r-= ff -1 d3 _ 33530 1 WT 1jVAV -S0'U--r.. 'ate February 22, 2002 Don Hill Triad Associates 11814 115`h Avenue NE Kirkland, WA 98034 Via Fax: 425 821-3481 '206)661-�G00 I -DDiAi VvAY, `fear. 98003-6210 RE: ACKNOWLEDGEMENT OF RECEIPT OF RESUBMITTAL AND REQUEST FOR ADDITIONAL INFORMATION Regarding U Haul Mini -Storage and Truck Rental Facility 34001 Pacific Highway South File No. 01-103406-OOUP Dear Don_ I have reviewed the eight (8) items submitted February 15, 2002 in response to the previous letters and memorandums from the relevant review departments at the City. Thank you. The material has been distributed to Sarady Long and Kevin Peterson of the Public Works Department. This letter contains comments, questions and requests for additional information from planning review of the re -submitted items. Any comments, questions or requests for additional information from Public Works will be sent separately. My comments follow the format used in the 2/13/02 letter from you and the 2/4/02 letter from Parul Butala of AMERCO. Only those items eliciting comments, questions or requiring additional information are listed. All others can be considered addressed by your most recent submittal. Triad Letter A.1. Parking Analysis. I have forwarded the parking analysis to the traffic engineer in Public Works for his comments. The report does not explain why 29 general parking spaces are provided (35 shown less 6 for display truck parking). Please provide telephone and address for Foerster Engineering, LLC so any other questions, if they arise, can be directed to Stanton Foerster. REQUESTFORADDITION,iL INFORMATION U HAUL ,SELF-STORAGEAND TRUCKRENTAL FACILITY CITYRLENOS.: 01-103407-OOSE, 01-103406-OOUP PAGE 2 A.2. Project will be conditioned on the installation of the subject signs prior to issuance of Certificate of Occupancy. Retention and maintenance of the signs throughout the life of the business will also be a condition of approval. A.4. Asked for "color and material elevation drawings of all sides of the storage units that will line the perimeter of this site (and therefore be visible from the public right of way). (Building D is not included in this requirement.) The re -submitted elevations do not show either Building B or E. From the view of Building B in the re- submitted east elevation, it appears this building may be almost, if not, two stories. It is necessary to know its height as well. See additional comments below in response to AMERCO's 2/4/02 letter. AMERCO Letter A-4. Same as "AA." above. Section 22-1634. Site Uesi a) General Criteria 2) Pedestrian Areas and Amenities. Letter states "seating areas and outdoor benches" are incorporated in the site plan. I was able to identify what appears to be a bench on the north side of the southern pedestrian walkway, however there is no written indication of this on the plan or in the legend. Please clarify. Where are the other "areas" and "benches"? 3) Pedestrian Areas. Please identify the pedestrian area (see code selection of pedestrian areas which includes "seating areas") that is "near the proposed bus stop". An additional bench along this walkway is appropriate. d) Pedestrian Circulation and Public Spaces 2) Pedestrian Pathways. These shall be "delineated by separate paved routes using a variation in paved texture and color" (FWCC 22-1634 (d)). Please describe the choice of pavement material and color. Sheets 2, 3, and 4 of 4 only state "marked walkway". Pavement striping of pedestrian walkways is not an option. Additional comment: A similarly delineated pedestrian walkway should be added to the front fagade of the building between the "eggshell black" garage door and the northeast corner of the building where it meets the north to south pedestrian walkway. 4) `Bicycle Rack is provided on site plan." I cannot find this item on the site plan. Convenient placement close to the front entrance and street is important. 5) "Outdoor Furniture & Fixtures such as lighting, benches and freestanding signs are incorporated in the site design." Please identify "benches" and proposed freestanding sign. Any anticipated freestanding sign should be designed to not conflict with the required landscaping. Signage is regulated and permitted separately from Process III approval under FWCC Article XVIII. REQUEST FOR ADDITIONAL INFORMATION U HAUL SELF-51, RAGEAND TRucKRENTAL FACILITY CITYFILEMOS.: 01-103407-OOSE, 01-103406-OOUP PAGE 3 f) Commercial Service and Institutional Facilities. 2) Site Utilities. There was no response to this item. If located in the front landscape area, identify on the site plan and indicate the manner in which they conform to FWCC 22-1634(f)(2). Section 22-1635. Building Design: All Districts b) Building Fagade Modulation and Screening Options. This criterion requires the use of "at least two of the four options described" in this subsection. 1) Fagade Modulation: The re -submitted elevation drawings are not scaled and therefore it is not possible to assess their compliance with the minimum and maximum width and depth criteria. Also, no accurate plan view accompanies these elevations also making it impossible to assess the depth requirements of these subsections. Specifically, the @ 200' north elevation and @185' South Elevation do not appear to comply with required modulation. The ground level walls of the northwest and northwest sections of the north elevation will require treatment under this subsection or `Building Articulation" below. 2) Landscape Screening: Type II Landscaping screening is OK for the south elevation of Bldg. B and the north elevation Bldg. E. However, since these will be visible from the public right of way they will also require the use of a second option under 22-1635(b). Submitted elevations for Buildings B and E should clearly show the application of this second option. 3) Canopy. Please describe (and scale) the manner in which the proposed canopy complies with this criterion. It appears to be well beneath the 50% requirement. c) Building Articulation and Scale. The elevation drawings re -submitted show an increase in methods of articulation. However, the ground level walls of the northwest and northeast sections of the north elevation face the S 340 Street ROW and thereby need to incorporate items from the list of "Methods" in paragraph 2 of this subsection. A suggestion for the northeast section of this North Elevation is the inclusion of additional glazing along with the one window section included in the second elevation submittal. Also, please clarify the "white" cornice shown on the re -submitted South Elevation. This differs from the cornice on the remainder of the building_ Is this intentional? The requirements of this criterion also apply to the rear of all storage units (Buildings B and E) that are visible from the right of way. Section 22-1638. District Guidelines b) Business Park. 3) Please clarify if the storefront windows labeled "storefront glass" are clear or mirrored. REQUEST FORADDITiomAL INFORMATION U HAUL SELF-SmRAGEAND nucKRENTAL FACILITY 07YFILENoS.: 01-103407-OOSE, 01-103406-OOUP PAGE 4 This Request for Additional Information suspends the Expedited Review time frame. It will be re -started within fourteen (14) days of the date of your complete response to this request. If you should have any questions regarding this letter or your development project, please feel free to call me at 206.297.2106, or Greg Fewins, Deputy Director, at the City of Federal Way, at 253.661.4108. Sin ely, Art Pederson Contract Associate Planner Madonna Planning & Development Services qq-3sS CITY OF �- CITY HALL 33530 1 st Way South PO Box 9718 March 7, 2002 Triad Associates Don Hill 11814 115t1i Avenue NH. Kirkland, WA 98034 RE: Permit #01-103406-000-00•-SIP; U-HAUL FACILITY 34001 Pacific Hipy S Dear Mr.13i11: (253) 661-4000 Federal Way, WA 98063-9718 This letter responds to your February 15, 2002 plan submittal. The following items should be addressed prior to Building Permit Application to facilitate less review time spent during technical reviev., of the project. This should not be considered a comprehensive list, and is intended only to provide guidance on items shown on the current plan. Plan sheet items: - Please utilize Federal Way Development Standards (available on the Federal Way Web site, or available at Kinko's in Federal Way). (The SR 99 Street section cites `C.K.. STD's' ...) - The cross section for S 340th Street shows extruded curb on the southerly paved edge. This must be concrete curb and gutter All new catch basins in the public right-of-way must be fitted with vaned grates. Extruded concrete curb inust be added to the northerly paved edge of S 3401-' Street. Catch basin spacing must follow Federal Way standards. Add storm drair, stub --outs from the catch basins in S 340th Street, extended ;loiih past the north edge of pavement, and capped for future inlets along the north side of the street. - A catch basin riser conversion (FW Std. Dwg. 4-18) will need to be installed on existing CB "B" in Pacific Highway, near the south end of the site. Pacific Highway Road Section — Planter to be 6', utility strip to be 3'. S 340th Street Road Section — distance from EP to north prop line is shown to bF 3-feet on the plan view and 4-feet on the section. If 4-feet, then R/W dedication will be 41 feet. Provide City Standard Approval blocks in the lower right-hand coiner of all. civil plan. sheets. A city standard commercial/industria'. driveway must be installed at the site driveway on S 3401h Street. Continue the sidewalk west, to the end of the street improvement, on S 3401h Street_ - A street lighting plan is required as part of the SR 99 and S 3401h Street improvements plans. Don Hill Triad Associates Permit #01-103406-000-00-UP Page #2 - Extend the right-of-way dedication for S 340'h Street to the east line of the storm drainage easement line for the Kitts Corner Regional Detention Facility. - There is only a 27-foot aisle width between Building E and the RV Parking Canopy. This needs to be at least 28 feet, based on the Fire Department requirements. T.I.R. items: - Add a drawing/sketch of the WQ vault in the T.I.R. (Section view, with dimensions). - Provide pipe outfall velocities for the outfall near the wetland boundary. - Provide calculations for the street improvement areas diverted to the WQ vault. - Page 6 of the TIR indicates no off -site flows being routed to the WQ vault, this statement needs to be changed Please see the attached March 7 memo to Art Pederson; Contract Associate Planner, from Sarady Long, Traffic Analyst for additional comments on the latest submittal. City. Engineering and. T.I.R. checklists have been provided• to help in determining additional items to be addressed in order to help prepare the civil plans and T.I.R. for your project. Please contact me at (253) 661-4037 if you have any questions. Sincerely, Kevin Peterson Engineering Plans Reviewer cc: Art Pederson, Contract Associate Planner Project File Day File l:\csdc\d ocs\save\8508599068. d oc CITY OF A � 33.3.1 ST WAY SOUTH DATE: March 6, 2002 TO: Art Pederson, Contract Associate Planner FROM: Sarady Long SUBJECT: U-HAUL FACILITY - (01-103406-00-UP) 34001 PACIFIC HWY S MEMORANDUM Public Works Department This memorandum provides review comments from the Traffic Division on the February 15, 2002 submittal. In order to expedite review time during Building Permit, the following items should be addressed prior to Building Permit Application: 1. The applicant should submit complete signal modification plan for the SR 99 at 16th Ave S intersection prior to Building Permit Application. Please submit signal plan to the City and WSDOT for review. 2. Please identify possible location of the existing traffic signal on SR 99 that is to be relocated. 3. Due to intersection offset, the proposed traffic signal pole on the southeast corner will not function properly. Alternatively, a new signal pole and pole mounted vehicle head could be installed at the northeast corner of the intersection. 4. The site shall be constructed to accommodate trucks turning in/out of the site without obstructing traffic on the main street. Truck turning path at the proposed driveway and street connecting to SR 99 should be submitted to the City. Auto -Turn computer software may be used in the analysis. 5. Tapers and transitions beyond the site frontage must be provided and depicted on the site plan. Taper rate shall be WS^2/60. 6. Street lights are required along SR 99 and S. 340th Street and should be shown on the plan. Please see attached street light standards. 7. Pavement thickness on SR 99 should be verified and should meet the City of Federal Way standards for a Principal Arterial requirement. L:\CSDC\DOCS\SAVE\8583023096.DOC 35'-O° TOP OF PARAPET 2W-A" LOW POINT OF ROOF 13'-8" FN, SECOND FLOOR - uQYVIT EFl5 COLOR - lQA* FROST. . 5',,& CLEAR TEMP GL455 CAMOfFY >yIITNmmmEDALLm . .. - DR %AT ER5 COLOR - GRA'r FROST CCILCR - BANK BLUE f MArK) TRD"I _ 51mo, CLEAR TEMP GLA% AR1"v1T WITH EIF$ . TH ANODIZED ALILR Ll _ (COLOR[ MATCH BANG CLUaO fBLnrrl TFJr;T - TYPt. .. .. 12•Slfdbd 'rSTRIFE f77P) - - - : • r - f GFRONT 7A,5rLl(54ACK) FN. 51-IOWROOi FLOOR ff_O� OJ I v t I n WITH 7YR.w1STORArrE SC+M DOOR CONCRETEPANEL (REFER 12'xl0' METAL SECTIONAL OFt DIZED DOOR COLOR EGGSHELL BLACK TRIPS FIN. FIRST FLOOR d` (c TTO pUIN-WILLIAMS 5 GAL FN 52623) SILVER SMOKE BY DAVIS COLORS) _ '• - .. ... - ' Flan- - -:.�.-y^�''.y"' ,. �.� •-: 7�'` _ Y k. _ _ .'ti-.fir' l'- •.�5 •: 'J[: ... ;:y�:..� _ - ... _ � i+. _.Y� - _ .I��p2;ASS` .. _ ..L�.: .•.�vr_ �^y�,� _ _ 3-'•�::�- -?tip:_'=. •-:fir ••r= LLHTN .�1pD IED ALE:1.- 'Y'-�+J.�S�+ti' ":ri'S., _ ��_ _ }��`-•: ... :. 1._� _, __ tiyp. 1 ; ••�' • �ry:?' • :: ��Y` � r�'�'N ` ,F: ,,- • _-' ,.� br ; 1l- �� ter+ . :' MTAL CANOPY TRIM TYP - .. ti: SBLRGIC]- _'_ .. _ _ ..� . - ': - '- • .:.:.. - 6U�Rr9 CG7.OR - BANK .. - .. .... ... _ IT EFIS COLOR • GIPAY F"T - -Pi" . O�TVIT.eI� TOP OF PARAPET . '. lJ:` 51l=EikA 61r35E?•: S1T?JF'E [TYP) (COLO}2 MATCH - SANK MAET HlGN PAINT OF ROOF )� --- FIN, SECOND FLOOR 4' O` FEN. SPOWROOr F FLOOR Q. FIN. FIRST FLOOR 32._O11 TOP OF PARAPET FIN. SECOND FLOOR 45 FIN, SHOWROOM FLOOR FIN. FIRST FLOOR 32'-0" TOP OF PARAPET 15'-W, FIN. SECOND FLOOR W- FIRE. SHOWROOM FLOOR FN, FIRST FLOOR North Elevation FINISH FLOOR L" — •— — -^ — ..-... '-0'YO-0" 570RA6E DOOR IINiTt-I 2' F!�/+Pd50�'7 DRrvf7 EF1S� COLOR -.GRAY PROST . . CO :CFE TE TILT PANEL (REFER TO 5TI3NCT) (COLOR ADDITIVE: SILVER SMOKE BY DAVIS COLORS; DRl'Vrr .ET-5 •t CMC)RMi1TCH - BANK 54.U£) FLOOR METAL CANOPY AND WPPCR75 COLOR - 9-%K METAL CANOPY AND SUPPORTS COLOR - BANK BLUE 1 ® 2002 U-HAUL INTERNATIO REVISIONS: I PROFFE51ONAL SEAL: ARCHITECT LOGO: AMERCOa RFAT_ MANY C06TRCTIOTN DEFARfP1ENr 2121 NORTH MOP. L AvE E PHOBV, AWMA 05M P: (602) 263-6502 F ($02) 211-5026 SITE ADDRESS: Jhaul Center of Federal Way 34001 PACIGIC HWY SO FEDERAL WAY, WA 98003 SHEET CONTENTS: ELEVATIONS 701 > SN CF Al £OWED DATE,] 01/01/02 4340r= LEv-E.�11 . .- - ...- site' CLEAR TIEMP GLASS . -ETAL "NO?Y AND. ytJPF'QKr5 WrN AA*]Q[TEO AI:LP't... --: -... -.=-- __ _ _ r— DRYVIT EF15 COLOR - 6RAT' FRO5T DR.r-Yli £IF5 C:XOR - BON. BLUE f9L &m) TRIM - TYP -.. - - - 5's0' CLEAR T£MP GLASS W17m .L" IXEP ALurt. .. fGOLbR A7RTGN - 9.67.1C DLI+�I . A - (OLAC�K).TR3M - TYP nr StEFRA 511N9ET StMF'E rsY1o) TOP OF PARAPET ��] u+iAU L . METAL CANOPY AND SUFFIORTS COLOR - BANK BLUE L M PONT OF » a 15 op :iJC• - - FIN- SECOND FLOOR • own pRr"7 EFi5 COLOR - GRtt FROST � f GLASS STORM ZO FIN. SWOWROOM FLOOR o,-0,1 Ea St E I eva t Ion IVA& METAL SECTIONAL D2-C WITHH2 TRATtSGS� DODR DOOR COLOR: EGGSHELL BLACK PANEL WITH ANODIZED AL= (BLACrJ TRIM FIN. FIRST FLOOR PN 52623) ORADD�(SHERWIN-WILLIAMS 5 GAL ITIVE: TO bTRUGT) (COLOR L SILVER SMOKE BY DAVI5 COLORS) .. A _ .. _ _ .. - ,-.. • _- - -�-. -G.^Tj - J[ S-'l s'a' r �' '�-k hL'1. •.._ .-._•;n{y GLEAQ i0(► 9W-Aa5 -" ,'•,��.r.'r•,-�.Ia Wtom -,._ ,-/_ i.., WITH ANODIZED ALLim Vu .- '...' ` •: '-: -.. . SUFHM COLOR iF.0 (BLACK)LTYP t-- •, �: " :• «� � .':, • �� :r" � .. .. .- ; l.; "«.- .. . BLUE Y79jr'y .s• t!!r�?3'.i+'^ 'C �cE�F1t _ T F19COLOR•GRAYFRO37 DT.YVE1 EP9 _ - ..:'it' 514:Sta79b?'yTpJP?E rrYP) - 'rC;7lpRTLA7LH -BANK 9L12 A TOP OF PARAPET ROOF V�'WL Y .— - . �y �v Ft�L+ I fE 3 MICIr7 HIGH PDINT OF FIN. bEGOND FLOOR 411NIE.FIN. FIN. ,I4OUIROOM FLOOR L "' rly."y. FIRST FLOOR North E Ieva t i onJB FINISH FLOOR — — — — — — — — DOOR LOOR �acd' E 1 1 TILT PANEL (REFER TO 5TrdJC7) (COLOR ADDITIVE: SILVER SMOKE BY DAVIS COLORS) r-tTAL CAr.CO AND . . °„fiPFh"JY..7fi COLOR $Ll1E ® 2002 U-HAUL INTERNATIONAL REVISIONS: PROFFESIONAL 5EAL: ARCHITECT LOGO: AMERCCa RFAT_Fsnn$CM ANY CLNSTRII CN DEPARTKM 2121 NORIN CENTRAL AVENE PHOFNII(AWMA MN P: (602) 263-6502 F: (602) 211-1026 SITE ADDRESS: Uhaul Center of Federal Way 34001 PACIGIC HWY SO. FEDERAL WAY, WA 98W3 SHEET CONTENTS ELEVATIONS 701 IDRLULN: SN CAl NECKE �mz olrolroz 4340E L E v- E.D lL1Cs . gk,¢• CLEAR TEMP GL A55 METAL CAMC7A'.- AND. ^.UPPO. 74T5 WITH AXIOCIZED A—urI - 6RYVIT EF 15 COLOR GRAY FROST COLOR - $A.N9C EK-UE fB4 ACJK7 TRIt•T - 2'TP .. 5'xC' CLEAR TEMP GLA59 r-- 0wVIT Ew, [COLOR MATCH - 6AtdC & W_) \ .. WITR ANODIZED ACUTE (BLACK).TIP•1M-'Trp - 12" SIf�A SUS'1SEr:9YKdPEiT7 ) . _ TOP OF PARAPET .. .. - y ■ : UAL • METAL CANOPY AND SUPPORTS COLOR -BANK - - .. - .. BLUE . - .. ... 26•_4n - LOW POINT OF ROOF — 7,-u FT 1.1 0 FIN. SECOND FLOOR ■.■. 7R* 5 COLOR • cR " ��ST — 4'_0r GLASS STOREFRONT WITH ANODIZED FIN. SHOWROOM FLOOR 0.-m„ t East E Elevation B'-0'x6'-0' 5YORAGE WITH 2' TRANSO 7 DOOR — I2OR METAL SECTIONAL BLACK CONCRETE TILT PANEL (REFER DOOR COLOR EGGSHELL BLACK zLl L IBLAGK) TRIM FIN. FIRST FLOOR `-" `� TO STRUCT) (COLOR ADDITIVE: CSHERWIN-WILLIAMS 5 GAL RJ 52623) SILVER SMOKE BY DAVIS COLORS) 1151 du !Am y. .7 w^.'-: Y��h�Z�L�f•• • :w�i'��[A �� i�Y�i'�.:`e .-!'+q-lf.� �T�.^ .. - . - r.:-. - E 1LI714 W'f AWOPIIEO AL �.� .ley.-. .i^ -^Yl r,",y��;: r�x r••,} e4,_ Y y '� - - - _ .. _'. .. _.-. -c -" ""�i�- . •r -� : ., .. .. .- "ETSL C-d1 M7PT' A."aY? 511ppOFZ[9 OL7LOR -BANK f ESLACiCI i - 7.1p _ .. .^A., .....- .. -.. _ .. .. - .. BLUE •.. DRY147 �EF15 COLOR - DRAT PROIS7 31'-fin ._ .. .�2•fY17,E�5 TOP OF PARAPET '� - 12. 51EI8zA SUN9 'r'rY'RIF'E l71'P] .. 'rCOLOf2 MATCFI -.BANK R LIEY HIGH POINT OF ROOF U44AUL . - . RECEIVED BY Oi}NiTY DE VELOPMENT DEP 0v AA- FIN. fiECOR 1p FLOOR i' FIN. 5HO141RPOM FLOOR 0:•on LFtNI5N FLOOR L— — ` — ` — — — — FIN. FIRST FLOOR North Elevation $'-0"xB•-0" 9TORNE DOOR 32'-0" TOP OF PARAPET IS' -el" FIN, SECOND FLOOR 4. O" FRY SHOWROOM FLOOR 0'-0" IN, FIRST FLOOR 32'-0'. TOP OF PARAPET FIN, SECOND FLOOR 4'-0" FIN. 5HOWR00M FLOOR 0'-0" FIN. FIRST FLOOR CONCRETE TILT PANEL (REFER TO STRUCT) (COLOR ADDITIVE: SILVER SMOKE BY DAVIS COLORPi) DIRYVIT CIF-5 rc4xOR MATCH -. MAw, BC.u€1 1.- - FINISH FLOOR -METAL CANOPY AND SUPPORILOR -BANK CLUC 'wlJmw— X- ONCRETe TILT PANEL (REFER V-O'.'-0- STORLGrF DOOR TO STRUCT) (COLOR ADDITIVE: WIT14 2' TRH FINISH FLOOR 51LVER SMOKE BY DAVI5 south Elevation COLORS) ® 2002 U-HAUL INTERNATIONAL REVISIONS: lI PROFFE5IONAL SEAL: ARCHITECT LOGO: AMERCOL PLEAL MANY CONSTRICTION DEPARTK M 2171 NORTH CEMRAL AVENE F,MI7(, AWDRA 85ON P: (602) 263-6502 F: (602) 211-1026 SITE ADDRESS: Jhaul Center of Federal We, 34001 PACIGIC HWY SO. FEDERAL WAY, WA 98003 SHEET CONTENTS ELEVATIONS .....�...x e.•e.c �.-r �n - l AZ- FOrxeY . 5k8'-CLEA5Z TEMP 61-AS5 C,410l 7 AND. SUPPORTS WITFj ANCpJZE.D ALL" 35' -0" TOP OF PARAPET 26'. 4" LOW POINT OF ROOF 15'-S" FIN. SECOND FLOOR W_0" FIN. SHOWROOM FLOOR 01-01, FIN. FIRST FLOOR 41 37-0' TOP OF PARAPET 31'-0" HIGH POINT OF ROOF 15'-W FIN. SECOND FLOOR 4'-0" FIN_ SHOWi2OOM FLOOR W-0„ FIN, FIRST FLOOR 32'-&' TOP OF PARAPET 15'-S° FIN- SECOND FLOOR 4•-0" ItI FIN, 5WOWROOM FLOOR '0._01, FIN. FIRST FLOOR 3 . 'W TOP OF PARAPET W-W. FIN. SECOND FLOOR 4'-D' FIN- 5NOWROOM FLOOR 0'-0" FIN. FIR5T FLOOR East Elevatior -SETAL CAN4F - AID WPPORT& cp.oR - BAr:K BLUE: uuL SkH' CLEAR TEMP GLASS WITH ANODIZED ALUM. . . (SLACK? TRIM - TYP --.T GLASS STOREFRONT ANODIZED a'-0-xW-i' 57ORAGE DOOR WITH 2' TRANSOM •- CONCRETE TILT PANEL (REFER 12'xl0' METAL SECTIONAL OJ1 DOOR COLOR-- EGGSHELL BLACK (SHERWIN-WILLIAM5 5 GAL PN 52623) WITH ALLRT• (BLACK) TRIM TO STRUCT) (COLOR ADDITIVE: SILVER SMOKE BY DAVI5 COLORS) 5'xS GEAR Ti �-- GL:$5 'JITH A-;O3:ZEO ALUM - f$L�-GK7 TR:M - TY? . - .. RTViT SFI$ COLOR - CdRAY FROST DRYVIT EIF9 WIM1 p- 51gsb9.4 51Rd5EY. 57R M (TTPl (C.0LOR "ATCH • BANK BLUE) . 1• -_ � � m � � TMR I {-`m.. North Elevation F0.15 FLOOR , •5.-px -0' 5TOC-%5 DOOR C ;E TILT PANEL (REFER W'T" TR"!Q5C-1 TO STRUCT) (COLOR ADDITIVE: SILVER SMOKE BY DAVI5 COLORS) p .�+ 7Y• iy. N ply VN-r •,},.. w R:+,-k�-�. - .i+f'l :, �f.. _.- } ❑RYVIT E¢5 r-DRYVIT PUTS CCL OR - GP.AY FROST (LO!-OR rFAl'GH - B.N.1C E4..UE3 FINISH FLOOR METAL CAI 1^ A,0 - _ SUPPC ORTS OLOR - $a ' — �:LLI� _ W-4 J — ---- — — CCNCMM TILT PANEL (REFER C9'-0"+9'-®' STORAGE DOOR TO STRUCT) (COLOR ADDITIVE: WITH 2• TRANSOM FINISH FLOOR SILVER SMOKE BY DAVIS South Elevation COLORS) pwVrr EF15 COLOR - GRAY FROST . rCC_OR MATCH BANSC BLIIEi 7-�7 METAL CANOPY AND SUFIPORTS COLOR - BANK BLUE REVISIONS: 1 FROFFE510NAL SEAL: ARCHITECT LOGO: AMERCOa REALL (ohn'Am LLTLSTRCT1ON DEPARTMM 2121 NORTH cENiRAL AVFNE RMIx, AW4NA 05M P: (602) 263-6502 F: (602) 211-1026 SITE ADDRESS: J1iau1 Center of Federal Wal 34001 PACIGIC HWY SO. FEDERAL WAY, WA 98003 5HEET CONTENTS: ELEVATIONS 701 IDRAUN: SN �� CHEC Ev DATE N110 012 m 91111911-HAUL INTERNATIONAL I 4340ELEV-E.DL S'A 1 RIM=281.80 I /I/ 12" PVC IN N. 1 12" PVC OUT S. CTR CHNL IE=270.66 N I IIII ill ��\ �`� ti A ti f a IIII °L` I/ `�Il�o L� l I IIII N II is 1 I II I II _� II of II INII 1 II 1 1 2 > IIIII II ti 1 3 IIII I °1 II l 4 l IIII I o II I 15 I IIII i d I 0 II I `17 IIII 1 i l II Ijll I I /I I 18 IIII I I LI 19 SEWER EASEMENT NTY SUPERIOR COURT I I I f ). 823293 I II j I I I c�! 10' 2 I II icI 1 1 RIM N279.59' I II 00 / 11 12" PVC IN N. I I 12" PVC OUT W. CTR CHNL IE=269.43' I cn I I y o IIII I 01 7 IIII Mori ■ ■Illlllllllllllllll! SECOND LEVEL_ 1 1 , I � I I I I o N M CJ cn M I e - I • I 2 3' 9 5 (o , q S 'r0 Jr al4 r ,, ►b [.Y.�TphiL'fGl T4 LtT53[7Mt:R1 TfjL1CK9 (I2) f BIKE RACK s ■'n�■ ■■■■s■■EI S ■milllllll■ 'I No Mal ! ■■ ■■ ■ ■■ ' ! so EPA min ■■ li■ 1■ .! >.■ n. . I■N ■■■ ' ■■■ .r ■� 1r1 01 ram mil■ )• ■! Ut !IM Sm Ell ! ]�! !■ r 2 me ME ,■ ■11101Illllllll II tr ■eo■A, IIA4 �1;1� y I FFROP05E D Iz001" I M I X Room Size on -Climate Climate ?nd Floor L14- Feet 'Total S oars F@@l €xterlar Ist F1pflr Total Norl-Gllmate Climate 5 x 5 0 91 91 81 2215 2025 4300 89. 5 x 10 0 88 88 171 4400 8850 13250 25% 10 x 10 28 25 53 91 5300 9-100 15000 29% 10 x 15 35 6 41 4 6150 600 6150 13% 10 x 15 3 0 3 0 540 0 540 1% 10 x 20 61 0 61 0 12200 0 12200 24% Totals 12� 210 33l 359 30�65 21,I15 52,040 100% LUMINAIRE 5CNEDULE SYMBOL LABEL OTY. CATALOG NUM5ER DESCRIPTION LAMP FILE LISE2+5 LLF ', � r Metal Na t B30_� S' SA l >� 9h Cuwrr 0.12 DM.TA PP>9 !'EASE LETType 4 TOM Watt Mehl Mallde 1�'X OI>&5 ❑ `� 6 6g61— e C9 GuWFF WaM 012 - OI'Ua DDa 3'B r L�u�beM nMatal Hellde SC21102JES O SC 20 LIIYlonld 7111P 130 Orf Rafi�ctar lytl•pak I4000 0.11 CmLs / LUST[�MCR r AWW, (5) / 170.18T---- 6-RECORD)— Wl� SI ARD^'_/ / 11.7 � I r 7 ]I I / / UNITY CEIVED By COMMUNITY DEVELOPMENT DEPARTMENT EJ / AP, / 1 / / 3 I / / / / moo' SITE DEMOGRAPHICS GOVERNING MUNICIPALITY: CITY OF FEDERAL WAY CURRENT PROPERTY ZONING: BC MINIMUM FRONT BUILDING SETBACK: 50' MINIMUM SETBACK PROVIDED: 50' MINIMUM SIDE BUILDING SETBACK: 20' MINIMUM SETBACK PROVIDED: 20' MINIMUM REAR BUILDING SETBACK: 20' MINIMUM SETBACK PROVIDED: 610' MAXIMUM HEIGHT RESTRICTION: 35' �y/p`� ��I • f Ip LOT ACREAGE: 8.27 ACRES (360,364 S-F.) L� ( GROSS SOUARE FOOTAGE OF NEW BUILDING: 57,605 S.F. l '� `. �• NET RENTABLE SQUARE FOOTAGE: 52,040 S.F. / .4 •' ' 3 r� PARKING REOUIREMENTS_ Pi`A o f 1 SPACE PFR 300 S.F. OF GROSS FLOOR AREA / REQUIRED SPACES, 57.605 S.F. = 193 SPACES♦♦ TOTAL PROVIDED SPACES: WSPACES AND 26 RV 2 ---- ------ Q� ^o L F 3 / Q , 3 / SCALE: 1" = 30'-0" 0' 30' Zo -10 r o' sa' / P � 1}-1 ------------------ SITE A O 3 � a w P F c� r • P� S 348TH ST. W �❑ 2 a Q W � FEDERAL WAY 0 VICINITY MAP (N.T.S.) ® 2002 U-HAUL INTERNATIONAL REVISIONS: I V PROFFESICNAL SEAL,' ARCHIITECT LOGOI AMERCO, RE1I BS�TS CZ*jnCnWW ] V1 paTM CS;M& A59tE r�cenx ARITQIA 83dGt p, C6077263-6507 F: ("2) Ill-kno SITE ADDRESS! Jhsul CwIer d Federal Way 340DI PACIFIC HVVY SO, FEDERAL WAY, WA8$OD3 SHEET CONTENTS: SITEPLAN FLOORPLAN 1 701 1 DATE 01/01102 4340AlkDIUS MH 1 RIM=281.80 I I I r17 i 12" PVC IN N- 12" PVC OUT S. CTR CHNL IE=270.66' to v V I �. co I f 1 I 0 a ' II IIII III , � U UI INGi _ -{-- IIII � II IIII, IIII I II I L IIII 1 2 II 1 1 2 I IIII II II I 1 3 1 IIII II tl 4 I IIII I I o 1 \5 I I II INII I y o II II z m I , C� 6 7 II IIII I i �l /I I 6 IIII j c I 9 SEWER EASEMENT I to NTY SUPERIOR COURT IIII i I I I I I— ). 823293 L t 1 10I— II I 1 l I �-I- II II I I I i Ll i RI279.59' SM N I I ItIII II z0 I I 1 1 I \ \ 1 12" PVC IN N. I I 9 12" PVC OUT W. I I cn II a 1 CTR CHNL IE=269.43 u- I II I IIII of I . IIII llllllllllllllll■� ::111111111111111111� 1 11111111111111111! ' �■ ■Illllllllllllllll SECOND LEVEL I \1 0 T ,(8) 7—w-w -�-�LL5rOraERlxULr�1 26 1 c I 25 24 23 C, I 22 II_ Z 21 , I c i 20 I 19 I o 18 Li 17 16 — L 15 14 wr � - IMMIR II ■■Illllln■ �■■ ■■ so ■■ on ON ■, n ■WE ■■ on no no #�! on ■■ ■■ -i■ ■■ ON no i■ ■i ■M ■■ i■ ■■ xe. ■ ■■ I ■ ■i ■■■■ i■ ■ li■TNO MR MEN i�i■ i#� Ili >w■ilt ■a■ >ilRi! ;•� �j�, ■i■ ]ice ME i■ilI )r■ s.' ■■i MidM FM �I NEW 0 REM PROPOSED ROOM M I X Room Size Non-Gllmate Climate 2nel Flow 5nuare F4et Total Gllmate 5 uare Feet /o EXtwiOr Ist Floor Total Non-Glimatt4 5 x 5 0 91 91 81 2215 2025 4300 8% 5 x 10 0 88 88 Ill 4400 8850 13250 2551 10 x 10 28 25 53 91 5300 9100 15000 1 2S%. 10 x 15 10 x IS 10 x 20 Totals 35 3 61 121 ro 0 0 210 41 3 61 331 4 0 0 359 6150 540 12200 30,&65 600 0 0 2I,115 6150 540 12200 52,040 1391. li 24T 100 LUMINAIRE SCHEDULE STME'01-LABEL OTT- CATALOG NLTTBER DESMPTION LAMP FILE LLF Type 4 1000 III.LL Metal Ne11d. %W50 muzo SA 1aG [� rNJ ' short c"tcrr LYrwo O.17 ❑) DC45 DPB 3' llhwye Ir513 Type 4 OW W.LL McIAI Wellde `�� ' � SE, �jPD p 5" rr 0.11 DrcM CKM a' MASE pyhe � ,. •T� r5 V'n P%"k Wellda 54r/1107JE5 [] SG 70 LItY.onle TUIP 13m mn.nek 14000 0.12 0, cents / - a--`-170.18' (169.96;RECORD)'= L 3 RECEIVED BY 3 ES COMMUNITY DEVELOPMENT DEPARTMENT ' / P /l l j�,,� � u, k.lISP � 3 / 3 / SITE DEMOGRAPHIC5 GOVERNING MUNICIPALITY: CITY OF FEDERAL WAY CURRENT PROPERTY ZONING: BC MINIMUM FRONT BUILDING SETBACK: 50' MINIMUM SETBACK PROVIDED: 50' MINIMUM SIDE BUILDING SETBACK: 20' MINIMUM SETBACK PROVIDED: 20' MINIMUM REAR BUILDING SETBACK: 20' MINIMUM SETBACK PROVIDED: 610' MAXIMUM HEIGHT RESTRICTION: 35' LOT ACREAGE: 8.27 ACRES (360,364 S-F.) GROSS SQUARE FOOTAGE OF NEW BUILDING: 57,605 S.F. NET RENTABLE SQUARE FOOTAGE: 52,040 S.F. PARKING REQUIREMENTS: �`�1 1 SPACE PER 300 S.F. OF GROSS FLOOR AREA RECUIRED SPACES: 57,605 S.F. = 193 SPACES TOTAL PROVIDED SPACES: Uf SPACES AND 26 RV { / 279.60' --- ---------------------------- 3 q / 3 / SCALE- 1" = 30'-0" 0' 30' _10' 10' 60' N} 3 m � �N y1 SITE a o Y � a � 0 z z S 348TH ST. 4+ V � Q fJ �fff 4[ Uf FEDERAL WAY" VICINITY MAP (N.T.S.) 0 2002 U-HAUL INTERNATIONAL REVISIONS: I PROFFE5ICNAL SEAL: ARCFITECT LOGO: AMERCC, iZEAi.SS aBa'M'1Y CctsTl aoi DIPArroff MaKFUL WDW P: f6m2) 26'J-6907 Fi f602) 7 n-1=* 917E AOD32ES9i JMul Center of Federal Way 84D01 PACIFIC HWY SO. FEDERAL WAY, WA 9M SWEET CONTENTS, SITEPLAN FLOORPLAN 701 DRAON: SN �� C> IEQCEt) DA 01101f02 4340AIK.C)UJ 3 I 5 MH 1 RIM=281.80' I 12" PVC IN N. 12" PVC OUT S. CTR CHNL IE=270.66' N 1 I $ I ICJ l I l o � I 1 I I I1 � 11 l lcn cnll 0� m 1 1 1 II a II I 16 I I III 1 o I II I l 2 \ I IIII �I II I l 3 l i 4 I IIII o II I \5 I D I II I w I II x 6 I IIII o I II m I C T7 I IIII I C I II I a I Illl /► c1 I II I I SEWER EASEMENT 10 IIII I I VTY SUPERIOR COURT I I ,1 - A— �. 823a93 I II I I N I \I 2 _ 1 D• --� i I�— i If f l I 3 I_ i IIII II ICI I I I 1 \ I MH RIM=279.59* I I i I O I II \ t \ 1 12" PVC IN N. 12" PVC OUT W. CTR CHNL IE=269.43 I i II o I IIII o I SECOND LEVEL I \ 1 I } r I i 1 1 r j— o -- o -- p. - o 0 0 �oq o ill � YW LM E TOMMITRUCKp(8) / CUSTOMI! R I T" (12) BIFE RACKI PROPOSED I,001" 1 M 1 X Room Size Non -Climate Climate 2nd Floor care Feet Total dare Fast Exterior Ist Floor Total Tlon-Gfimate Climate 5 x 5 0 91 91 81 2215 2025 4300 8% 5 x 10 0 98 88 111 4400 8850 13250 25% 10 x 10 28 25 53 91 5300 9100 15000 29% 10 x 15 35 b 41 4 6150 600 6150 13% 10 x IS 3 0 3 0 540 0 �4010 x 20 61 0 61 02200 Totals 121 210 331 359 30�(05 21,115 52fd40 000% LUMINAIRE SCHEDULE 57MBOL LABEL OTT. CATALOG NMEM DESCRIPTION L.-P FILE IJu'7EIYa LLF tltivYa K'#J Tiny 4 I"o tlYtl Me1A1 Hellde g7pypB011E6 SA l � S Altpt Cutorf 101EOL O.l] ❑) VL KW3L Type 4 10" LLlett Havel Halide 0.12 55 6 wo �g 985tofr 27 4 I@16D0 • Dog !' PeL)urk Tww r75 Welt Howl Helltle y,tQllO]JES 0 Sr- 2E LII}lonle TWP n5rT I:eheclar Well-Pek 14000 0.12 30' orr ca.lter q� CU51I9ttK PARKING (5) 6 v a --- 170.18' (169.96' RECORD)---1 61 A D-••--- I 11.7 7 / ] f / 1 3 A! L / c0MMu� V of a o FNT flEPAI� r ► EJ / / 3 / / / / / / 3 / / SITE DEMOGRAPHICS GOVERNING MUNICIPALITY: CITY OF FEDERAL WAY CURRENT PROPERTY ZONING: BC MINIMUM FRONT BUILDING SETBACK: 50' MINIMUM SETBACK PROVIDED: 50' MINIMUM SIDE BUILDING SETBACK-. 20' MINIMUM SETBACK PROVIDED: 20' MINIMUM REAR BUILDING SETBACK: 20' MINIMUM SETBACK PROVIDED: 610' MAXIMUM HEIGHT RESTRICTION: 35' LOT ACREAGE: 8.27 ACRES (360,364 S-F.) GROSS SQUARE FOOTAGE OF NEW BUILDING: 57,605 S.F_ NET RENTABLE SQUARE FOOTAGE: 52,040 S-F. PARKING REOVIREMENTS: I SPACE PER 300 S.F. OF GROSS FLOOR AREA REQUIRED SPACES: 57.605 S.F. = 193 SPACES TOTAL PROVIDED SPACES: JWSPACES AND 26 RV 2 ------------ ti a' 3 / Q / 3 / 5GALE- 1" = 30'-0" 0' 30' SD' / P � ----------------- N} 3 w W x m SITE a o 0 Z a z S 348TH ST. w 3 r 4 4 Q V f 44 v ail FEDERAL WAY ' Fo VICINITY MAP (N.T.S.) a 2002 U-HAUL INTERNATIONAL 1 REVISIONS: I PROFFESIONAL SEAL: AROHI TEGT L0.+0! AMERCO. u x aT.3B 00' C0t6TRx:1IW DWaTW 7T71 t]7f21N C81fRAL AtIl9tE PI 76, B-&SM F. (e,071 2't l-107b 817E ACyRE6& llheu! Center Of Federal Way 34061 PACIFIC HWY SO. FEDERAL WAY, WA980D3 SHEET CONTENTS SITEPLAN FLOORPLAN 701 DRAUN: SN �� CHECKED DA 01101/02 .434mAIlk-dVLr-- SSMH 1 RIM=281.80' IN N. I I i ` 12" PVC S. 12" PVC OUT CTR CHNL IE=270.6(C U) I IIII II I \\� )PP�, • II 1111 1 1 Ln!I t! f f ul N& IIII I� I NI1 la I II I , 2 IIII �I 11 I 13 IIII I II �l 4 IIII I I II o 1 15 IIII I }� l 6 8 IIII I �I I9 SEWER EASEMENT I tl❑ NTY SUPERIOR COURTI— ). 823293 I\ I IIII I I I c I1111 � � ii �1 I I RSM H279.59' I IIII o I I \ 12" PVC IN N. IIII 0 / 1 12" PVC OUT W. CTR CHNL IE=269.43' I +n I a- `, / 1 \ III I IIII 0 o, ! - ■ 1111 ■ ■11�1111111111�1�aaal ::111111111111111111� N 111111111111111111 ' �■ ■1111111111�1�1111 SECOND LEVEL I r rr o ro M [P•) I � I 1 I• d 2 !� 0! JF x± i+ Yd le Li75[o1+1�Rri (9) f cIJ6TQl m' T" (I2) BIKE RACK I � 1 �- -+ t--� -• I I ® a ■ ■■111111111� m' ■ ■ME IN .■ ■■ ■ �r BE ■■ ■■ �r ON ■1 ■ ME No 5 ■ i :anal ■■ ■■ ■■ ■ Is WE fl■ ■■ ' WE ■■ x■ ■■ + ■■■ ■Ir ■■)t 1 • � ONIME anal■ �� w� ..ate W1■ ! aala I�aa■ a■a■ ] ■ ■aas a�aaat ate■ I a� al•a■ sal■ ■ ■aaal IMEMI aMMEN aa■ a�■ 0 ■A■ IN 6I pop Pr'OPOSE D FROOt , M 1 X Room 51ze Nprl-Gllmals Climate Ind Floor Suare FeeL Total I Square Feet Exterior 15t Floor Toul Non-Ch"Le CHmat_ 5 x 5 0 91 91 61 2215 2025 4300 8% 5 x 10 0 88 88 Ill 4400 8850 13250 25% 10 x 10 28 25 53 91 5300 9100 15000 29 % 10 x 15 35 61 41 4 6150 (000 6150 139. 10 x 15 3 0 3 0 540 0 540 19s 10 x 20 61 0 61 0 12200 0 12200 24% Totals 1 12-1210 331 359 30�65 21,115 52,040 100% LUMINAIRE SCHEDULE SYM50L LABEL CITY. CATALOr WmIBER DESCMFMON LAMP FILE LLF LJ TWO 4 k*" We!! Halide •��J�m�� 44 SA 1 so ,r 66 cLrr � BM 0.17 LJi coo YeAm ±� I• Type 4 11 A 1WHe!! Melel ellde '} WSel� `•� 6 77' eC 17s c toFf u 0.17 PI'ti9 DDB 3' Paly CrboMle n5 Well metal Halide y,lp1107JE5 p SG 7B L11Ylonle n!P Rehe Lor Well -Pak 14000 012 3m' orr tens 30, 1 170.18' (169.96_RECORD)— RDCn CID 3� 11.7 I IN CUSTrpM[R PARKING (5} ,3. Iftm SrAF.tpYp F3 11 t 3 /f M�l[llNlN FC1[F-l0 E D� ByPA0'f»ip EJ / / 3 1 / / / 51TE DEMOGRAPHICS 3 / GOVERNING MUNICIPALITY: CITY OF FEDERAL WAY / CURRENT PROPERTY ZONING: BC MINIMUM FRONT BUILDING SETBACK: 50' MINIMUM SETBACK PROVIDED: 50' / MINIMUM SIDE BUILDING SETBACK: 20' MINIMUM SETBACK PROVIDED: 20' / • MINIMUM REAR BUILDING SETBACK: 20' MINIMUM SETBACK PROVIDED: 610' / MAXIMUM HEIGHT RESTRICTION: 35' /�a • / } lP \ LOT ACREAGE: 8.27 ACRES (360,364 S.F.) GROSS SQUARE FOOTAGE OF NEW BUILDING: 57,605 S.F. r / I `- �• NET RENTABLE SQUARE FOOTAGE: 52,040 S.F- / ' 3 PARKING REQUIREMENTS: I m •+ I 1 SPACE PER 300 S.F. OF GROSS FLOOR AREA REQUIRED SPACES: 57.605 S.F. = 193 SPACES TOTAL PROVIDED SPACES: W SPACES AND 26 RV • 1 � 3S /--------2------------ /rz, 11� o / c) 3 w N SITE a o Q H � 4 / 3 w Z a / SCALE: I" = 3m'-m" y = w 0' 30, S 348TH ST. w 2 n/� V -,n' ,v' rj, rL FEDERAL WAY - Qf VICINITY MAP (N.T.S.) P N 1 2 ® 2002 U-HAUL INTERNATIONAL a REVISION5: PROFFESIONAL SEAL ARCHITECT LOGO+ AMERCO. RPAL HSI OQb.Q3RNYT C06,R)-`nL:l Ef>'�R112i) 277,)MN C$lnA AVKE FN21h1L LRZORe a�m P: (602)263-6502 F: (602) 211-1026 517E Az)DFMS6, Uhaul Cenlef of Federal Way 34001 PACIFIC HWY SO, FEDERAL WAY. WA 98f100 5HEET CONTENTS: SITEPLAN FLOORPLAN 1 701 I E1 DATE 01101102 4340A51_[;>UJS CB 02002 U-HAUL° INT'L. View from Pacific flwy So. RECBIVEO BY COMMUNITY DEVELCIPMENY D PAWMIN -HAU L U-}laul Retail Center Federal Way, WA� >��4 Fro; y •:i7' : ' �k�':��n' .]'��.3. . '-'l�.:is'?�� -: ty�s} ��.rF�::r?�� '. .. G$ 02002 U-HAUL" IWPL. View from Pacific ky So. • , M.« ruM.r � �- _��i -�� r�?.�,• � � � ram` r R p��NNEN f DU Al'IiM� fll wHAU L LI-Maul Retail Cenfer \j' Federal Way, WA C8 (42002 U-HAUL° IW1. View from Pacific flwy So. 4' 0 � -HAUL DECEIVED BY Maul Retail Center \q ib Q)MMUNnDEVELOPMENT DEPAHTMEN1 federal Way, WA =�� View from Pacific flwy So. RMEIVED By COMMUNITY DEVELOPMENT DEPAHTMENT �iAU L MaulRefail Center \9j, Federal wa ,, WWAA 3) ZOO Z View from Pacific flwy So. EIVD BY COMMUNI R DEV L PMENNT DEPARTMENT APR 0 8 2002 +1AU L U-Haul Retail Center I � Federal way, WA Eve •M'-tl �laor R lE`hl `-tl "B" MINIES &IG y� R I.EYtl %. oanwuw >yaVG .tl ��nDli --V-- mimir-a SILVER ST(COLOR ADDITIVE: LO&I SFIOKE B7 DANb COLORS) TO STRd1CT) (DOLOR ADDITIVE: SILVER SMOKE BY DAVIS COLORS) TO 5TRI)Cr) (COLOR ADDITIVE: SILVER SHOKE By DAVI5 COLORS) TO STZET) (COLOR ADDITIVE: bILVER &MICKA RT DAVIS COLORS) RCEIVED BY COMMUNITYDEVELOPMENT DEPARTMENT I�' pv 0 8 2007! ^="`^T —ter" ^R - GRAY FROST 0 'tifiA�IL an m 2002 U-HAUL INTERNATIONAL 1 FEVISIONS: ■ mMommi I PROFFESIONAL SEAL: S i ARCHITECT LOGO: AMERCOo RFALESME COMPANY C@LSTId1 cN DEPARMIT 2121 No" CENTRAL AVRLE A40END( MZCNA 85M F: (602) 263-6502 F: (602) 211-1026 SITE ADDRESS: Uhaul Center of Federal Way 34001 PACIGIC HWY SO. FEDERAL WAY, WA 9WM SHEET CONTENTS: MINI ELEVATIONS 701 K4140ELEVI-E-1>111—si Al CITY OF fg�� W� 33530 1ST WAY SOUTH April 22, 2002 Don Hill, P.E. Triad Associates 11814 —115th Avenue NE Kirkland, WA 98034-6923 FILE. (206) 661-4000 FEDERAL WAY, WA 98003-6210 By Fax to: 425.821.3481 RE: REQUEST FOR ADDITIONAL INFORMATION mCli U-Haul Mini Storage & Truck Rental Facility File No. 01-103406-OOUP (Related File No. 01-103407-OOSE) Dear Mr. Hill: I have reviewed the materials submitted to the City of Federal Way on April 8, 2002 in response to comments and memoranda from City staff. Two issues remain outstanding: While the submitted color elevations illustrate structures which may be consistent with the Community Design Guidelines, without architectural plans drawn to scale with dimensions, I am unable to ascertain whether this is actually the case. Additionally, the color elevations do not appear to match portions of the site plan as far as building sizes and number of units. Until I receive architectural plans which match the proposed site plan, I can not complete my review, issue a Process III decision and/or schedule the hearing related to the proposed wetland buffer intrusions. 2. ESA Listed Salmonids Checklist: Attached is an ESA Listed Salmonids Checklist. This checklist, devised by the Department of Fish and Wildlife, is not a mandatory component of your project submittal. However, due to the fact that the proposed wetland buffer intrusion occurs in the buffer of a wetland associated with a tributary to West Hylebos Creek, it would be helpful in our review and in support of your proposed wetland buffer intrusion if the attached checklist could be completed and submitted to accompany the Staff report to the Hearing Examiner. Note that the completion of the ESA Checklist will not impact the timing of the Process III decision. We appreciate your cooperation in this matter. In order to include the completed checklist in the Staff Report to the Hearing Examiner, I would greatly appreciate it if you could submit it to the City by May 15, 2002. MR. DON HILL, P.E. CITY FILE No. 01-103406-00 APRIL 22, 2002 PAGE 2 This request for additional information suspends the expedited Review time Frame. It will be re -started within fourteen (14) days of the date of your complete response to this request. If you have any questions regarding this request, please do not hesitate to contact me at 206.297.2106, or Greg Fewins, Deputy Director, at 253.661.4108. 1 rely, Davi Graves, AICP Contract Senior Planner Madrona Planning & Development Services Encl.: ESA Listed Salmonids Checklist(Sent via e-mail 4/22/2002) cc: Greg Fewins File i 4`F _Nr��•�Y-_ ��ap ` r 5YI, 6� v SeLedl 1 e7 l` �C�s ..��R �[1c yP�""— - ` �,, l � ` � - ° 0_J�CL�,� �d /[c¢L f 1� �UG�.( _ � —• `'G7 �� r s�'r..�t _ Crl. j.�L�- - _D) - (G - - (30 or u c ruLk �kj- �rk,-j (k1:1. e a=G�c i 'u•V'I`' � 33 L o Date: November 7, 2000 To: Jim Harris City of Federal Way Department of Community Development Services 33530 First Way South Federal Way, WA 98003 Job No: 99-355 Project: U-Haul Federal Way, Washington Enclosed are: 'These have been sent: ❑ Prints ® For Your Use ® Copies ❑ For Your Review /Approval ❑ Reprodueibles ❑ For Your Signature /Return ❑ Reports ❑ At Your Request ❑ Documents ® For Your Records ❑ Specifications ® For Your Information ❑ Other ❑ Other Remarks: Hardeopy for your file. TRIAD ASSOCIATES Land Development Consultants pECENEC BY ^.tlnnanl IAn-ry n,,/Fl �PpAFNT n�PP.R�DTEN� 0V _� , ZON .+. Sent By: . L4 n' y+ =g e d Copies To: Lee Ann Fraser Parul Butala Randy Carlin U-Haul - w/enc. copy) 11814 115th Avenue NE • Kirkland -Washington • 98034-6923.425.821.8448.800.488.0756 -Fax 425.821.3481 - www,triadassoc.com fA TRIAD ASSOCIATES FAX COVER SHEET Date: November 6, 2000 J: 1. of To. Jim Harris t'� �1 Randy Carlin Patrick Mullany Parul Butala Firm/Agency: City Federal Way U-Haul Foster Pepper U-Haul Fax #: +1(253) 661-4129 +1(602) 277-1026 (206) 749-2058 +1(602) 277-1026 From: Don Hill lam. Re: U-Haul Federal Way Triad Job No.: 99-355 Pages: 3 (Including Cover) Hard Copy: ❑ Will Be Sent ® Will Not Be Sent Message: Jim and all, Attached are minutes from our meeting last Thursday. Please provide any clarifications immediately. Don Hill C(DPY CONFIDENTIALITY NOTICE: The material contained in this FAX transmission is private and confidential, and is intended only for use by the individuals named on this sheet. Use, disclosure, copying, distribution or reliance upon the information contained in this FAX by anyone other than the individuals named is prohibited. If you have received this FAX in error, please call (425)821-8448 or 1-800-488-0756 to arrange for the return of this material. 11814 115'h Avenue N.E. Kirkland, WA 98034 (425)821-8448 / FAX (425)821-3481 x C(DPI r s'� a H 4 TRIAD , ASSOCIATES •1 Date: November 2, 2000 Those Present: Jim Harris (COFW Planning), Hazem El-Assar (COFW Traffic), Randy Carlin (U-Haul), Carlos Vizcarra (U-Haul), Charles Eide (U-Haul), Patrick Mullany (U-Haul attorney), Don Hill (U-Haul Civil Engineer) Prepared By: Don Hill RE: U-Haul Federal Way Triad Job No.: 99-355 Copies To: all above, file, Parul Butala (U-Haul) Meeting set to review/clarify some primary project topics outlined in 6/6/00 pre -application letter from Jim summarized below. Randy outlined elements of site plan (color copy) with U-Haul revised to address comments in pre -application letter and that will be further revised to show the 12' dedication along SR99 and 36' wide alley along double loaded structures. • Revised Site Plan and Accessory Use — the revised site plan will be reviewed by Jim and other City staff who will provide Randy with any additional comments within a week bearing in mind the above additional revisions • Truck parking — 8 stalls are shown along SR99 on the revised site plan and the remainder (varies) will be parked in the 42' alley indicated on revised site plan, trucks are the only planned means of advertising other than allowed building signs, no servicing of the trucks proposed on this site (this worked performed by U-Haul at other sites not in the City) other than small items (i.e. headlights, bolt on hitches, etc.) Wetland and stream delineation — will be required as outlined in letter to confirm required buffers ■ Utility crossing the wetland/stream buffer and the requirement for Process IV review — the temporary intrusion into buffer for storm and sewer outfall is supportable by City staff but permanent intrusions (i.e. structures as outlined in previous site plan) are not supportable by staff ■ Storm drainage detention — provided in City's existing Kits Corner Regional Storm Drainage Facility (KCRDF) in westerly half of site which is designed/installed to allow salmon to enter, available detention volume is provided by payment for pro-rata share to be outlined by City staff, Jim not aware of a agreement between existing owner and City for development of KCRDF, onsite storm water quality will be required before discharge into the regional storm drainage detention facility (Don will contact Surface Water Department for payment schedule and to research if there was an agreement) S Y F 7 r�� x � L► P Road improvement along the north — per previous requires a 30' dedication along the north using section R and applicant will install % improvement where future/adjacent development will complete the required roadway section, access will be at least 150' west of SR99 as shown on revised site plan, signalization at SR99 has been installed in anticipation of this right-of-way extension, signalization improvements are anticipated to be limited to the addition of a traffic signal pole/head for east bound traffic entering the intersection with SR99 • Frontage improvement along the highway — per previous requires a 12' dedication along the east using section A and applicant will install required frontage improvement, no access off of SR99 as shown on revised site plan • North -south road per Comprehensive Plan — may be required for area wide circulation between SE 336th Street (north of site) and SE 3441h Street (south of site) and Public Works Director may modify/defer/waive requirement upon written request per FWCC Section 22-1477 to allow properties to the north access to SR99, Comprehensive Plan shows this future north -south road extending to south, understood not to be desirable for this site due to sensitive areas and site impacts, applicant can apply for administrative waiver (Don will prepare written request to waive requirement through the site right away for U-Haul submittal to City) • Dedication value — the value of dedicated right-of-ways are generally determined by unit cost land area based upon purchase value of land and the value of dedication areas are applied as credits during development review • Signage — existing bill board will be removed, if there are any existing sign violation penalties/fees outstanding then they pass to the property, U-Haul will conform to City allowed sign ordinance (Carlos will research to determine if there are any existing sign violation penalties/fees outstanding) • Traffic mitigation — trip generation study will be required which is anticipated to be in the range of 130 ADT and which is anticipated to generate less than the Traffic Impact Analysis threshold of 10 PM peak hour trips on impacted intersections, if above is confirmed then no traffic mitigation fees are anticipated ■ Review process — Conditional Site Plan approval and SEPA approval are administrative under Process III and submittal is simultaneous though SEPA review/approval/appeal period is technically first followed by staff report and then Conditional Site Plan, temporary buffer intrusion (for the above utilities) is subject to Process IV review with public hearing/Hearing Examiner whose review is limited to the temporary buffer intrusion reviewed, there are two Tribes (Puyallup and Muckleshoot) and neighborhood groups (Friends of Hylebos [Chris Carroll?] and another) that are anticipated to be notified and/or that may respond, the applicant is encourage to meet with these groups Please provide any clarifications immediately. v EL L- 0 7 =0 g 19 9 1R �� l5 c v o 7 a O� HIDEO, Eff f L`ATOMERITRUCK$ ! EL ipA1F lITRUCKSr '� i I '•I i LOADING AREA t } a r f i r i II } iI �v 11.7b' rsLWCMER PARKING SO • --mall .IIIII1111111111�� _ . _ •• .1111111III11..11111111111111111 � � � �� .111111111111..IIII111111I11111. � .II11I1111111..II/11I1111111111. � ROOM SIZE orate CaM`Mce Ste•agv Exterior Storoge SOOAaE �+nrwr pm! [mlyd Star. gt 5qu•ry feolege 5 x 5 151 0 3775 0 3775 7% 5 x 10 293 0 14650 0 14650 27% 10 x 10 119 29 11900 2900 14800 27% 10 x 15 11 36 1650 5400 7050 13% 15 x 25 0 23 0 8625 6625 16% 10 x 20 0 29 0 1 5800 5800 117 TOTALS 574 117 31,975 1 22,725 54,700 1 1007 :111111111111::111111111111111� �111111111111::111111111111�M .....■�..........��■ul ...1111SECOND P 3 1 11 s 1 SCALE: 1" - 50' / e• 25' w IO4� j P 1'� • ORAPFAG SCALE 1 p� i SITE DEMOGRAPHIC5 GOVERNING MUNICIPALITY: CITY OF FEDERAL WAY CURRENT PROPERTY ZONING: BC MINIMUM FRONT BUILDING SETBACK: 50' MINIMUM SETBACK PROVIDED: 67' MINIMUM SIDE BUILDING SETBACK: 20' MINIMUM SETBACK PROVIDED: 20' MINIMUM REAR BUILDING SETBACK: 20' MINIMUM SETBACK PROVIDED: 610' MAXIMUM HEIGHT RESTRICTION: 35' LOT ACREAGE: 8.27 ACRES (360,364 S.F.) GROSS SQUARE FOOTAGE OF NEW BUILDING: 65.026 S.F NET RENTABLE SQUARE FOOTAGE: 50.200 S.F. PARKING REQUIREMENTS: I SPACE PER 300 S-F. OF GROSS FLOOR AREA REQUIRED SPACES: 67,026 S.F. = 224 SPACES TOTAL PROVIDED SPACES: 35 SPACES AND 26 RV 279.60 N } 3 rn W ti 1n W SITE a � Y Z tt 0�¢ca w PJQ- 4 S 348TH ST. Ci r ¢ a O tj FEDERAL, WAY WCMHTY MAP (N.T.&) 0 1999 U—HAUL I GENERAL NOTES: I PROFESSIONAL SEAL: U-MAULINTERNATIONAL Z727 N NO C . nnL lwnnox E727 LX. A ZONA5004 AVENUE enoai663- eZ SAT, 60y277-1026 SITEADDRESS: FEDERAL WAY 34001 PACIFIC HWY SO. FEDERAL WAY, WA. 9N003 SHEET CONTENTS SITE PLAN ROOM MIX 4340 1-701 OMM BY: SN -CAR-U 814 Al pATC 19�23j09 4340alh i�L��!vrai Way, WashingRon ORYVIT EIFS (COLOR MATCH BANK BLUE) �WETAL CANOPY AND SUPPORTS COLOR - BANK BLUE 12" SIERRA SUNSET STRIPE (TYP) 51.8' CLEAR TEMP GLASS WM ANODIZED ALIN, 5'x8' CLW TEMP GLASS (mxK) mu - TYP METAL CANOPY AND SUPPORTS WITH ARMW AILUU� 1� COLOR BANK BLUE (BLACK) TRIMEFIS COLOR GRAY FROST 23'-11 -T DRYAT ?A -HAU T-1V "7 It u FIN. H D C(5bk ETI • SECOND FLOOR rLASS STOREFRONF FIN L FIRST FLOOR 12'410' METAL sonf)!eAL o.K---/ CON( RETE TILT PANEL—J WffK ANODPM DOOR. CO"; COMKLL UArX (REFER TO STRUCTURAL) �,"M. (BLACK) TRIM RAGE DOORNCR�M TILT PANEL (REFER TO (SKERIVIN (COLOR pj%IAWS 5 M FW a!iD262� ADDITIVE- SILVER SMOKE f X-0- CtASS DR�B7 DAVIS COLORS) STRUCT) (COLOR ADDITIVE. SILVER East Devation SMOKE BY DAVIS COLORS) v.0, CLEARwrenmz� VKAnGue (BLACK) TRIM METAL CANOPY AND SUPPORTS COLOR - BANK BLUE ERS COLOR - GRAY FROST North Elevation STORAGE DOOR 01,"EtE TILT PANEL (RL� TO -AL" (C-ORADImn SMORZ ay DAVIS CDUDRS) ELVER 12' SIERRA SUNSET STRIPE (TYP) U—HAUL IN A 13ENEI-I NOTES: I PROFESSIONAL SEAL; ARCHrrECTLOGO: LYHAULINTERNATIONAL NWAIC FMOMLX, AIUONA WW4 mit GOWS34 rAX, rO2/277-102G SITE ADDRESS. FFDERALWAY 34m PACIFIC HWY SO. FEDERAL WAY: WA. 98003 SHEET CONTENTS ELEVATIONS 4340 1-701 elev .,g-- y 2000 09:36 20644 6472 FOSTER PEPPER PAGE 02 FOSTER PEPPER & SITYFELINIAN PLLC A T T o R N a* s A T L A w Dir<c! Ph nea (1,06) 441-2315 Dtrccr Fac;lmirc (206) 749-20S8 October 11, 2000 E-mail BY MULLF@foster_cam F?;v^Ff\iED if (253) 661-4129 Mr. James Harris, Senior Planner C ity of Federal Way 3.3530 1s1 Way South F.:deral Way, WA 98003-6210 Re: Proposed U-Haul Self -Storage and Truck Rental Facility 34001 Pacific Highway South Dear Mr- Harris: We represent T_1-14aul inmrnational, Inc. ("U-Haul") in connection with the 'v \3 land use and environmental permitting for their proposed self storage and truck zE:ntal facility in Federal Way on Pacific Highway South. I have reviewed your June 6- 2000 letter to Dun Hill regarding the pre -application meeting for the project, and I GO m ould like to discuss some of the issues that you raised in that letter. As a preliminary matter, I am unclear why the City interprets the truck rental f the project as an accessory use. It seems to fall within the uses perrnittedr 94 l <� ��`�rtion o p ] 0oIr`fc o'Itright in the BP zone as "merchandise and equipment rental facilities including heavy equipment rental-" FWCC Section 22-364. My research of the City's code did not disclose a separate use category for "rental trucks" or a definition of "t�quipment_" The definition of "equipment" in the American Heritage College Dictionary (3d ed. 1997) includes "the rolling stock esp. of a transportation system." Thus, under a plain reading of the term "equipment," truck rentals appear to fall within the definition of "equipment rentals." �� In your letter you indicate that `'truck rental is allowed by prior written %.J 1, interpretation by the Director of Community Development Services, provided it e aocessory and clearly secondary to the allowed primary use," My research of the c .��`` iF� C ity code did not locate the authority for this regulation. I would appreciate it if you �k �'` d provide me frith the code citation, director's rule, or other statutory authority that the City is relying upon to classify truck rentals differently from other forms of Oeaw heavy equipment rentals. Y r�v`G 4 l 11 IIII TUIR0 AV $NV$ Suica 3400 5$ATTL$ Washi..67on 981ot-3z99 Talaphona 1ao61447-4400 Far.;i.nile 1io61447-97�� Wgb51 LB w ww.FoiTER.CoM p ,O'd IL It 00 1-4 tX �11e'`s 4N t?Iffkl+L £r��,„ ,►rarka `J�y�'�t SEATTLr Wa: hirzglu+� Sro KANE Wa;hinyrpn 1 J Cry 7 I-j 0 to/11/oo WED 09:53 [TX/R-X NO 64581 PAGE 03 2p00 09:36 2064476472 FOSTER PEPPER Mr. James Harris October 11, 2000 Page 2 � Proposal were to be regulated as all Finally, if the truck rental portion of U-Haui's prop uidelines and the lte ati,oa of trucks an g accessory use, U-Haul requests that the nit epr k rentalit ts including the �t crior g a0 would impose limitations that the City a mutually satisfactory the site_ Rental truck visibility is an imP an�e City tyot en�l°e at -Hauls marketing L4 attvertising strategy- U-Haul wants to workWitt, resolution of this issue- r would, appreciate it if you could provide me with a response to with hethese issues at City. if you believe earliest convenience. U�-Haul would be happy to attend a meeting that such a meeting would be helpful. questions or comments, please contact me at x0(-447- In the meantime, if you have any q working with 2815. Thank you in advance for your attention to this matter. I look forv�rard to y,)u on this prof ect- Sincerely, Patrick J. Mu ey cc: Ms. Parul Butala, U-Haul International. Inc. 10/11/00 WED 09:53 [TX/RX NO 64581 (f A,&.-Yff v'c.kf-%lzJ �,- s�� ,� �pro�dcd Mkt 31 L,k-t L.j OV (d C6- J �46) J K Avg-O.) C X� -'134 a..� �,�la�..ca ,U �� - e��..� d��,�, u� dvo✓ s��y, (K) USc i5 o #-)a{ Lt4,-,y t1 4fpl AUNji.L - sa LiaV by -o-fl cL-( 0 U� aoc-l< pll ..Ill v s� -►�, B c, �, l �3 .p t,yP3 .2-7- -ISLj) vP3 J L,r,0 3 �29 - -s`1 5- 1 "; or 3 uPLf I m ic)/ ov Jim Hams - Re: U-Haul f?age 1: From: Jim Hams To: Greg Fewins; Stephen Clifton Subject: Re: U-Haul Stephen: I think the distinction between the two code sections (22-863 and 22-864) relates to the underlying review process. 22-863 allows equip. rental (including heavy equip) with higher process (UP4), 22-864 excludes heavy equip rental but is the lower process III. Second, Greg Moores interp did not classify truck rental as heavy equipment. The GM letter only stated the use could be allowed as accessory. The heavy equipment def in FWCC does not include trucks or vehicles. I agree with Greg that we should consider a new interpretation if requested, since the code does not identify what zoning district allows vehicle and truck rental. My initial thought is BP or BC would be most appropriate, as the use may closely resemble a vehicle sales lot which is allowed in BC but not BP. Alternatively, the truck rental use may be equated to equipment rental. >>> Stephen Clifton 06/30 8:16 AM >>> Hi Jim, There are'two section in the BP land use charts that refer to merchandise and equipment rental facilities. One allows while the other excludes heavy equipment as an allowed use. Now that's confusing. The notes are not that different from one another. Did Greg's letter not classify a rental truck as heavy equipment. I think that's the distinction here. If not, then yes the use would only be allowed as an accessory use. Stephen >>> Jim Harris 06/29/00 03:44PM >>> As you know, I did a pre-app a couple weeks back for a combination self storage facility and U-Haul truck rental. The site is on Pac Hwy and zoned BP. The self -storage is clearly an allowed BP use. The U-Haul rental use is not identified as a permitted use in BP zone. A 6/24/93 Greg Moore interpretation, addressed this same U-Haul in BP question. The GM interpretation stated the U-Haul is permitted as an accessory use to the mini storage facility. However, the GM interp did not answer the question if U-Haul is a permitted primary use. So, absent other direction whether the U-Haul is a permitted primary use in the BP zone, I recommended the proponent provide a written request for interpretation if U-Haul vehicle rental facility is a permitted use in BP. The proponent was persistent for a response on the phone for an answer I could not provide, and he may be calling one of you in lieu of providing a written request for interpretation. I think their angle is that they want the U-Haul to be considered a permitted primary use in order to display and store vehicles for rent along the front of the property. In the pre-app letter we said the rental of vehicles cannot be a dominant visual feature at the site in BP. So Jim Harris - Re: U-Haul Pa e 1 From: Greg Fewins To: Jim Hams; Stephen Clifton Date: 6/30/00 8:31 AM Subject: Re: U-Haul believe the answer is that the interp did not consider moving truck/van rental to be heavy equipment, however I will let Jim also respond to this question. If this is the case, I agree with your conclusion based on the current interpretation. Since FWCC does not contain any reference to moving truck/van rental types of businesses, I am not opposed to considering a new request for interpretation to determine what, if any zone, would be appropriate for moving truck/van rental as a principal use. Out of all the zones, the BP zone in which this site is located is probably the most appropriate for this use to be considered a principal use. >>> Stephen Clifton 06/30/00 08:16AM >>> Hi Jim, There are two section in the BP land use charts that refer to merchandise and equipment rental facilities. One allows while the other excludes heavy equipment as an allowed use. Now that's confusing. The notes are not that different from one another. Did Greg's letter not classify a rental truck as heavy equipment. I think that's the distinction here. If not, then yes the use would only be allowed as an accessory use. Stephen >>> Jim Hams 06/29/00 03:44PM >>> As you know, I did a pre-app a couple weeks back for a combination self storage facility and U-Haul truck rental. The site is on Pac Hwy and zoned BP. The self -storage is clearly an allowed BP use. The U-Haul rental use is not identified as a permitted use in BP zone. A 6/24/93 Greg Moore interpretation, addressed this same U-Haul in BP question. The GM interpretation stated the U-Haul is permitted as an accessory use to the mini storage facility. However, the GM interp did not answer the question if U-Haul is a permitted primary use. So, absent other direction whether the U-Haul is a permitted primary use in the BP zone, I recommended the proponent provide a written request for interpretation if U-Haul vehicle rental facility is a permitted use in BP. The proponent was persistent for a response on the phone for an answer I could not provide, and he may be calling one of you in lieu of providing a written request for interpretation. I think their angle is that they want the U-Haul to be considered a permitted primary use in order to display and store vehicles for rent along the front of the property. In the pre-app letter we said the rental of vehicles cannot be a dominant visual feature at the site in BP. So CC: Kathy McClung RETAIL CENTERS Architectural rendering Li lrhnmiinh fniinhi Pinrida AN ESTABLISHED REPUTATION SERVING YOUR NEIGHBORHOOD As we enter a new millennium, U-Haul continues its efforts to raise standards and provide a desired and essential product to the communities in which it serves. For over 50 years U-Haul has been recognized as a symbol of quality and reliability throughout the United States and Canada. Millions of self -moving families have benefited from the distinctive products and economical services that U-Haul provides. The mutually beneficial relationship that U-Haul has offered other communities is offered to you as well. With your input U-Haul ensures that it builds and operates retail centers that are clean and aesthetically pleasing. These facilities are designed and constructed in conjunction with the needs and desires of the neighborhood and fundamentally support the surrounding communities and towns in many ways. Architectural rendering Highlands Ranch, Colorado AN ASSET TO THE COMMUNITY U-Haul ensures that all local objectives and specifications are met when creating a retail center. Architecturally compatible designs and attractive landscaping enhance and compliment the neighboring area. U-Haul is proud to be an asset to each of the communities in which we participate with. LOW TRAFFIC VOLUME U-Haul has lower traffic volume than average retail businesses. Architectural icons are created for the buildings showing U-Haul's relationship with the community c' HELPING TO BUILD AND ENHANCE YOUR COMMUNITY U-Haul works closely with govemment agencies and public regulatory review boards throughout the approval process to ensure that your local planning objectives are adhered to. In doing this, U-Haul avoids building the typi- cal industrial facility and instead welcomes the communities choice of a more environmentally appealing structure that emphasizes the look and feel of your surrounding neighborhood. We 4- i 0#4 Srnttuiale Arirona Surprise, Arizona r Chandler, Arizona New facilities are clean, convenient and feature interior access, climate - controlled rooms and state-of-the-art security systems. n A RETAIL CENTERS OFFER CONVENIENCE AND RELIABILITY U-Haul retail centers provide many moving and storage supplies that furnish the needs of your community residents. A complete line products ranging from boxes blankets, locks to ropes makes a U-Haul retail center convenient one -stop shop for your surrounding neighborhood. QUALITY ASSURANCES The U-Haul Primary Service Objective is "to provide a better and better product and service to more and more people at a lower and lower cost'. This means that the U-Haul team is committed to you and your community by building and operating retail centers with quality products and services. From large cities to rural communities across America, we welcome a partnership to serve your community. By utilizing modem technology and state- of-the-art dispensing equipment the local alternative -fuels market requirements are met by making refueling quick, easy and safe. R■rnative FUEL U-Haul remains the leader in offering user-friendly equipment that is designed, engineered and manufactured specifically for the household mover. Page 1 of 1 Jim Harris - Fed Way Expedited review From: Jim Harris To: shawn_nelson@FC.uhaul.com Subject: Fed Way Expedited review Shawn: please forward this to Paroul B. The expedited review handout is attached for your review, and is self explanatory. To initiate a scope of work for the city's expedited review, as described in procedures step one, provide to the city the following 1) $300.00, 2) five site plans, and 3) a completed Request for Expedited Review. Expedited review only provides an applicant faster turn -around on the city's review. Expedited review does not eliminate or reduce any code required project review or procedural requirements. Expedited review does not account for turn around time for the project design team preparing and providing the city with required revisions and/or additional information necessary for the city to review the project. about:blank 05/18/2001 Page 1 of 1 Jim Harris - Federal Way - Uhaul From: "Shawn Nelson" <shawn_nelson@uhaul.com> To: <Jim.Harris@ci.federal-way.wa.us> Date: 05/18/2001 09:37 AM Subject: Federal Way - Uhaul CC: <dhill@triadassoc.com> We made a mistake of sending a check and elevations to City of Federal Way a=ten: Jim Harris. Donald Hill with Traid Associates will be picking up the check with the elevations. Sorry for the inconvinence. Thanks Shawn Nelson x4020 Amerco Real Estate 2727 North Central Avenue Phoenix, AZ 85004 Phone: (602) 263-6502 1-800-528-0361 Fax: (602) 277-1026 E-mail: shawn_nelson@fc.uhaul.com file:HC:\windows\TEMP\GW}00001.HTM 05/18/2001 CITY OFf�.. CITY HALL 33530 1 st Way South PO Box 9718 January 22, 2001 Don Hill Triad Associates 11814 - 115`h Avenue NE Kirkland, WA 98034 RE: Permit #01-100244-000-00-SM; U-HAUL FACILITY 34001 Pacific Highway S; Right of Way Modification Dear Mr. Hill: (253) 661-4000 Federal Way, WA 98063-9718 This letter responds to your request to waive the required street improvements associated with the proposed U-Haul development on Pacific Highway. Specifically you requested a waiver from the requirement to construct a north -south street across the subject property for future connection between S 336`h Street and S 34e Street. After evaluating the existing conditions, review of Federal Way City Code (FWCC) provisions (Sections 22-1496 and 22-1477), and the direction provided by the City Council, the Public Works Department hereby modifies the requirements for street improvements applicable to your permit application, as discussed below. FWCC Section 22-1477, Mod cation of improvements Along Property Frontage - This code section allows the Public Works Director to grant a request to modify, defer, or waive the required street improvements only after consideration of four specific reasons. The reason most applicable here is contained in FWCC 22-1477, "(2) Unusual topographic or physical conditions preclude the construction of the improvements as required." The subject property is adjacent to the Kitts Corner Regional Detention Facility. Wetlands and a stream lie to the north, south and west. Commercial properties to the south are developed with vehicular access to Pacific Highway.. Therefore, street connection from this property south to S 344`h Street would be difficult. However, a street connection to the north from this property to S 336`h Street, as well as an east -west street along the north property line to Pacific Highway is feasible. As a result, the required north -south street improvements across the subject property will be waived. However, the applicant is required to construct half street improvements along the north property line. The improvements shall include a minimum 24-foot asphalt road surface, curb and gutter, four - foot planter with trees, six-foot sidewalk, streetlights, and a three-foot utility strip meeting city street Cross -Section "R." The centerlines of the new street and the east leg of the intersection of Pacific Highway and 16a' Avenue S must align. In addition, modification to the existing traffic signals and/or installation of new signal poles and signal heads at the above intersection will be required to insure Right of Way Modification January 22, 2001 Page 2 proper operation of the west leg. Also, frontage improvements to Pacific Highway are required and shall conform to standard Cross -Section "A," which includes 45-foot pavement from centerline to curb, curb and gutter, six-foot planter strip with street trees, eight -foot sidewalk, three-foot utility strip, and streetlights. A right of way dedication of twelve feet is necessary to accommodate these improvements. A professional engineer registered in the State of Washington must design all street improvements to City of Federal Way and Washington State Department of Transportation (WSDOT) standards. The conditions of this right of way modification will be applicable for one year from the date of this letter. If a building permit is not issued within the one-year time limit, the right of way modification will be void, and a new request for modification must be submitted. If you have any questions, call Jim Femling, Senior Engineering Plans Reviewer, at (253) 661-4196. Sincerely, t �K� Ken Miller, P.E. Deputy Public Works Director KM/JF:jlf cc Trent Ward, Development Services Manager Hazem El-Assar, Assistant Traffic Engineer Kathy Messinger, ROW Engineering Tech Jim Harris, Community Development Senior Planner Randy Carlin, 2727 N Central Avenue, Phoenix, AZ .85004 Project File QF) Day File 1:\csdc\do cs\save\43 668094. doc JOF■ 33530 1 ST WAY SOUTH • FEDERAL WAY, WASHINGTON 98003 June 24, 1993 Debra Coates, Associate Broker Kidder Mathews & Segner, Inc. 950 Pacific Avenue Tacoma, WA 98402 Dear Ms. Coates: Ads I am in receipt of your letter dated June 17, 1993, in regards to the proposed use of a mini - storage facility with associated rentals of "u-haul" vehicles at property located at 356th and Pacific Highway South, zoned MP, Manufacturing Park. The mini -storage facility is a permitted use in the MP zone with a site plan approval if the building height does not exceed 35 feet. The rental of moving vehicles can be permitted as an accessory use to the mini -storage facility as long as the accessory use is clearly secondary to the primary use. Attached is a handout on the City's pre -application process. If your client decides to proceed with the project I would encourage them to apply for a pre -application meeting once some preliminary plans have been designed. if you have any further questions please call Kathy McClung, Land Use Administrator at 661-4107. Sin rely, Greg D., oore, AICP Development Services Manager c: Interpretation file A: U-haul 0 R C ` r GENERAL NOTES: cl n R], DI \ ❑(ii L8�1a�� i f 1 61 a + r"i rq o ra - ` 11 7 ��. ,�-:-----,— I I ' ' c� yl L 1 2l 3 4 5 6 �117 Ur, 1il 15 12 :3 1y 15 1 ib 17 rl %9 20 ?' 22 70M{xilTAUC1C$ ! Ct15TOMERITRl1CXS-' 1 � TOMERPARN4NG G 6 ) {3 yU 0" 30'-0: _.p`-' .1,•4 40.10„ -Q.-G. EJ 25 ft f f i I �f �. _ �t67 2E ; a i r!,' r 27y 24 i J� '' I ® +'+ •''i� 1 1 REVISIONS: 23 CIO 29 22 21 l i f x 31 ` SITE DEMOGRAPHIC5 x I tI ji -• •' 7 f I GOVERNING MUNICIPALITY: CITY OF FEDERAL WAY \N ,� '0 i } 1 32 "C 1 �c - (NN' I�AG j I CURRENT PROPERTY ZONING: B Jb �GW 19 11 j _"33 v eor I I y 4{� 'L r ! MINIMUM FRONT BUILDING SETBACK: 50' 18 w I }1�•.�] j4 } ! MINIMUM SETBACK PROVIDED: 67' MINIMUM SIDE BUILDING SETBACK: 20' 1 f 1 if' ,�� f MINIMUM SETBACK PROVIDED: 20' 17 \`17N ` �•• !�4' F MINIMUM REAR BUILDING SETBACK: 20' "5 u 16 'I MINIMUM SETBACK PROVIDED: 610' �r� j l• ��.`i:' MAXIMUM HEIGHT RESTRICTION: 35' `jL U� PT jI ' LOT ACREAGE: 8.27 ACRES (360,364 S.F) GROSS SQUARE FOOTAGE OF NEW BUILDING 65.026 S.F. NET RENTABLE SQUARE FOOTAGE: 50,200 S.F. ( � � PARKING REQUIREMENTS: r• r� .;` _ ?, u� w 1 SPACE PER 300 S.F. OF GROSS FLOOR AREA PROFES,SIONALSEAL: REQUIRED SPACES: 67,026 S.F. = 224 SPACES 11 a Ir r' r .�fr F �• TOTAL PROVIDED SPACES: 35 SPACES AND 26 RV R ARCHITECT LOGO: U S T i 1 v - UyJ _.t •ry � As s a �- •�'�I ,2 279.60' rs SGIY.QJ- 1H f ,.; r f N TAP. L -�ql r1 11 0",Y"" 1\d j , PROPOSED ROOM MIX ROOM SIZE tatmast aaeraiea Exterior Storoge : RE LAmL Cenlrtl ylp. E.leetx a W Txd 5vrre reelege 7-1 5 x 5 151 0 3775 0 3775 .% 5 x 10 293 0 14650 0 14650 27% 10 x 10 119 29 11900 2900 14800 27% 10 x 15 11 36 1650 5400 7050 111% 15 x 25 0 23 0 8625 8625 16% 10 x 20 0 29 1 0 5800 5800 1 11% TOTALS 574 117 31.975 1 22,725 1 54.700 10G% �gb J v l ��Lr3 � Ir rn v�i a '4 rru ru n? ll o' P::f. :i ] 2 10 Yeti :'>: : • • • I 1:3 YM o H ,.F i 1 ar' a•1 oJ / H I f ' fr 1 r ff s' SCALE 1- 111IMTRT�HH1H 5 c-p I^ 5 P ro ms ORAPIMC SCALE SECOND LEVEL C(uq-l- `a - '-"'"' , ir a P " I7iltv. iA%as`c'- mWil�frl,t 2 : ISN u.o U-HAULINTERNATIONAL OONSTNI1 WN 4 MNOVATION ZTZ7 NORIII CWfWL AVONU[ ` mOLS X AMONA 05OD4 m: N0z2ce-Gwz FAX, 6O7/E77-I OZG SITEADDRESS: FEDERALWAY 34001 PACIFIC HWY SO. FEDERAL WAY, WA. 960IX1 SHEET CONTENTS: SITE PLAN ROOM MIX 4340 1-701 IMAWN BY: SN CHRO BY• Al M MNTY MAP (N.T.&) rMTe 1I1�z�1o3 j 0 1999 U-HAUL INTERNATIONAL A.3&rt.,tti [VeL9 ON XH/XI] 9T=CT P\ojti 00/90/TT s * - 4 FAX COVER TRIAD • . Date' November 6, 2000 To_ Jim Harris Randy Carlin Patrick Mullany Parul. Butala Firm/Agency: City Federal Way U-Haul Foster Pepper U-Haul Fax #: +1(253) 661-4129 +1(602) 277-1026 (206) 749-2068 +1(602) 277-'[ 026 From: Don Hill Osl+ Re- U-Haul Federal Way Triad Job No.: 99-365 Pages: 3 (Inc_luding Cover) Hard Copy: ❑ Will Be Scnt ® will Not Be Sent Message: Jim and all, Attached are minutes from our meeting last Thursday_ Please provide any clarifications immediately. Don Hill CONFIDENTIALITY NOTICE: The material contained in this FAX transmission is private and confidential. and is intended only for use by the individuals named on this sheet. Use, disclosure, copying. distribution or reliance upon the information contained in this FAX by anyone other than the individuals named is prohibited. if you have received this FAX in error, please call (425)821- 8448 or 1-800-488-0756 to arrange for the return of this materiai. 11814 115" Avenue N.E. Kirkland, WA 98034 (425)821-8448 / FAX (425)821-3481 TOOlM SaIFIOOSSV aVINI TS$C TZS SZV Q$ TZ:CT 00/90/TT I [VeL9 ON XH/XZl 9T=CT &,A 00/90/TT w Y t ASSOCIATESTRIAD Date- November 2, 2000 Those Present: Jim Harris (CQFW Planning), Hazern El-Assar (CpFW Traffic), Randy Carlin (U-Haul), Carlos Vlzcarra (U-Haul), Charles Eide (U-Haul), Patrick Mullany (U-Haul attorney), Don Hill (U-Haul Civil Engineer) Prepared By: Don Hill Ve RE: U-Haul Federal Way Triad Job No.: 99-366 Copies To; all above, file, Parul Butala (U-Haul) meeting set to review/clarify some primary proicet topics outliucd in 616100 pre -application letter from dim summarized below. Randy outlined elements of site plan (color copy) with evised revised to'r dedicatio alo g SR99 and 36' w de alley ess comments in pre -application letter and ofurther ng double revised to Shaw the 12loaded r structures. Reviscd Site Plan and ,Accessory Use -• the revised site plan will bee reviewed by .Tim and other City staff who will provide Randy with any additional comments within a week bearing in mind the above additional revisions ■ Truck parking — S stalls :are shows! along SR99 on the revised site plan and the remainder (varies) will be parked in the 42' alley indicated on revised site plan, trucks are the only planned means of advertising other than allowed building U�Hanl a# other servicing of the trucks proposes! ors this site (this headlights, edperformed bolby U- aul sites not in the City) other than small items (i- Wetland and -!reamn delineation — will be required as outlined in letter to confirm required buffers • UtiLity crossing the wedand/stream buffer and the requirement for Process IV review — the temporary intrnSioa intbgtructureser for eand sewer outfall. is as outlined in previous supportable plait) are not r staff but permanent intrusions(i.e. supportable by staff Storm drainage detention — provided in City,s existiu�, Kits Coiner Regional Storm Drainage Facility (KCRDF) in westerly half of site which is desi nedlinstalled to allow salmon to enter, available: detentions volume is provided by payment for pro -rate share to be outlined by City staff, dim not aware of $ Agreement between existing owner and City for development of KCRDF, ousite storm water quality will be required before discharge into the regional storm drainage detention facility (Dore will cat:tact Surface kVater Departmentfur payMetel se%edltfe and to research if there Wus all agreettlerrt) zoom SHIVIOOSSF GVIE-L TSVC Tl8 SZV-Q T-c'CT 00/90/TT [$CL9 ON XH/X.L] 9T=CT i.JR 00/90/TT Road improvement along the I1or0l — per previous requires a 30' dedication along the north using section R and applicant will install '/Z improvement where futureladjacent development will complete the required roadway section, access will be at least 150' west of SR99 as shown on revised site plan, signalization at SR99 has been installed in anticipation of this right-of-way extension, signalization improvements are anticipated to be limited to the addition of a traffic signal pole/head for east bound traffic entering the intersection with SR99 Frontage improvement along the highway — per previous requires a 12' dedication along the east using section A and applicant will install required frontage improvement, no access off of Sit94 as shown on revised site plan • Nortb-south road eer Comprehcnsive Plan — may be required for area wide circulation between SE 336' Street (north of site) and SE 344`s Street (south of site) and Public Works Director may modify/defer/waive requirement upon written request per FWCC Section 22-1477 to allow properties to the north access to SR99, Comprcbens''e Plan shows this future norib-south read extending to south, understood not to be desirable for this site due to sensitive Areas and site impacts, applicant can apply for administrative waiver (Don will prepare written regliest to waive requirement through the site right away far U-RauI suhtt[ittal to City) Dedication value — the value of dedicated right-of-ways are gcuer<dly determined by unit cost land area based upon purchase value of land and the value of dedication areas are applied as credits during development review • Signage — existing bill board will be removed, if there a any existing will conform to City penalties/fees outstanding then they pass to the property, allowed sign ordinance (Carlos svill research to determine if there ar-4 any existing signs violation penaltiesfees outstanding) Traffic mitigation — trip generation study will be required which is anticipated to be in the range of 130 ADT and which is anticipated to generate legs than the Truffle Impact Analysis threshold of 10 PM beak hour trips on impacted intersections, if above is confirmed then no traffic mitigation fees are anticipated • Revicw process — Conditional Site Plan approval and SEPA approval are administrative under Process III. and Submittal is simultaneous though SEPA review/approval/appenl period is technically first followed by staff report and then Conditional Site Plan, temporary buffer intrusion (for the above utilities) is subject to Process IV review with public hearingMearing Examiner whose review is Iimitcd to the temporary buffer intrusion reviewed, there Are two "Tribes (Puyallup and Muckleshout) and neighborhood groups (Friends of Hylebos [Chris Carroll?] and miother) that are anticipated to be notified and/or that may respond, the applicant is encourage to meet with these groups Please provide any clarifications immediately. C00 M SaJVIOOSSV avial TM TZ8 9ZV.$ ZZ=CT 00/90/TT A CITY OF AC.-- \WAY Mr. Randy Carlin CITY HALL 33530 1 st Way South PO Box 9718 U-Haul International 2727 North Central Avenue Phoenix, AZ 85004 (253) 661-4000 Federal Way, WA 98063-9718 Re: File No. 00-102720-00-PC; U-Haul Facility — Truck Display 34001 Pacific Highway South, Federal Way, WA Dear Mr. Carlin: November 21, 2000 FILE This letter is a follow-up to our meeting on November 2, 2000. The focus of this correspondence is regarding the proposed truck parking/display area at the front of the site adjacent to Pacific Highway South. This correspondence does not provide a complete review of the revised site plan provided at the November 2, 2000, meeting. In our June 6, 2000, preapplication review letter, the City identified concerns about the potential visual dominance of a rental truck display area. As discussed in the City's preapplication comments, the truck rental and associated display area is a retail element that is not allowed as a primary use in the Business Park zoning district in which the subject property is located. However, the City is supportive of the truck rental as an allowed accessory use, based on the June 24, 1993, interpretation by the Director of Community Development Services. Therefore, the truck display area may not be the dominant visual element of the site, since it is an accessory use. In response to the City's preapplication comments, your revised preliminary site plan proposes eight truck rental parking/display stalls located at the front of the subject property abutting Pacific Highway South. The rational supporting your request for eight display stalls at the front of the site is for marketing/advertising purposes. The Department of Community Development Services (DCDS) has analyzed your proposal to locate the eight over -sized parking/display stalls adjacent to the front of the site. Our analysis concentrated on a code based review of the proposal and our review considers the truck rental and associated display area as a secondary use on the site. In summary, the City is supportive of a maximum of six over -sized (11.5' X 24') parking stalls along the Pacific Highway South street frontage. The site has frontages on both Pacific. Highway South and the new east -west roadway along the north property limits. The Pacific Highway frontage display areas shall be designed and sited to allow substantial view of the primary building from the surrounding street frontages. In order to achieve this design objective, the City would require the six display stalls along the Pacific Highway frontage to be Mr. Randy Carlin Page 2 November 21, 2000 dispersed into at least two different display areas. Separating the display area into multiple locations will reduce the visual dominance of the display area and allow visibility of the main building from the adjacent right-of-way. Two main factors analyzed by the DCDS resulted in this allowance of six display stalls along the Pacific. Highway frontage. First, the width of the eight proposed display stalls represents approxim .. 61 percent of the linear easterly building frontage of the 150-foot long primary bt in TIh 61 percent coverage by the truck display exceeds the intent of a secondary use, and is a visually dominant use along the frontage. (11.5' x 8 stalls = 92') (92'/150' = 61%) Reducing the display area by two stalls represents approximately 46 percent of the linear building frontage of the 150-foot long primary building. The 46 percent building front coverage meets the intent of a secondary use. (11.5' x 6 stalls = 69') (69'/150' = 46%) Second, the applicable zoning code use chart for the subject self -storage proposal (under which the project would be reviewed), Federal Way City Code (FWCC) Section 22-864 (note 4) states: "the subject property must be designed so that truck parking, loading and maneuvering areas; areas where noise generating outdoor uses and activities may occur; and vents and similar features are located as far as possible from any residential zone and secondarily,from any public right-of-way" (emphasis added). In addition to the six Pacific Highway South display stalls, the City is receptive to display stalls along the north frontage, using the same factors as discussed above. Specifically, based. off a 130-foot main building frontage along the northern access road, five display stalls would be permitted. The DCDS feels the approval of display stalls along each frontage will fulfill U-Haul's marketing objectives while also meeting the spirit and intent of the City's zoning code. The allowed display areas in conjunction with traditional code allowed monument and wall signage will provide U-Haul ample advertising opportunity. Don Hill's meeting minutes note that U- Haul would not propose monument signage for the site. 1 encourage you to consider bolstering your site visibility through traditional on -site advertising methods such as monument signage as allowed by FWCC rather than by truck display. The discussion above regarding the rental truck display area does not constitute a formal interpretation of the zoning code as allowed under FWCC Section 22-345. This correspondence is intended to assist your in developing a formal site plan for submittal with applicable land use permit applications. Nothing in this letter should be construed as a formal approval. Additionally, this letter does not waive compliance with applicable local, state, and federal regulations. Mr. Randy Carlin Page 3 November 21, 2000 Although a complete review of the preliminary site plan has not been conducted, several items appear to need further analysis and revision in order to meet applicable code requirements. A cursory review of the revised site plan revealed the following items that need to be addressed prior to or in conjunction with formal land use application: • Applicable right-of-way dedications shown on site plan. • Buildings along the north side of the property within the 20-foot side'yard �tback (setback measured from property line following any dedication). • Corner of south building located partially with 50-foot front yard setback. • Analysis supporting case -by -case parking requirement for self -storage use. ■ Wetland classification and setback verification. • Design guideline compliance. ■ Pedestrian linkages. • Landscape islands at end of all parking rows. I offer the following comments on Don Hill's minutes from the November 2, 2000, meeting. • The width of east -west road needs to be verified with Pubic Works Department requirements (see Hazem El-Assar's June 1, 2000, memo, enclosed). ■ The dedication value applied as credits needs to be further discussed with Hazem El- Assar. I hope this information is helpful in assembling your site plan application. I look forward to working with you and making this a successful project. Please call me at 253-661-4019 if you have any questions. Sincerely, Ji Harris enor Planner enc:.June 24, 1993, Director's Interpretation FWCC Section 22-864 Hazem El-Assar's June 1, 2000, Memo c: Jim Femling, Senior Development Engineer Hazem El-Assar, Assistant Traffic Engineer Don Hill, Triad Associates, 11814 115`' Avenue NE, Kirkland, WA 98034 LACSDC\DOCS\SAVE\08105252 DOC CITY OFf�� IEMF�r�� =r�� 33530 1 ST WAY SOUTH June 6, 2000 Mr. Don Hill Triad Associates 11814 115th Avenue NE Kirkland, WA 98034 Dear Mr. Hill: FILE (253) 661-4000 FEDERAL WAY, WA 98003-6210 Re: PREAPPLICATION MEETING FOR PROPOSED U-HAUL SELF -STORAGE AND TRUCK RENTAL FACILITY 34001 Pacific Highway South, Federal Way —File No. 00-102 720-000-00-PC Thank you for meeting with the city's Community Development Review Committee regarding your proposal to develop a 80,670 square foot mini -storage facility and truck rental center at 34001 Pacific Highway South. This letter summarizes the preapplication conference held June 1, 2000, at which time committee members discussed development standards applicable to the project. The various comments from other agencies have either been included as enclosures to this letter or have already been provided to you. Where appropriate, pertinent ordinance sections are noted and/or enclosed. The items listed below do not include all regulations applicable to the subject proposal. In preparing your application, all pertinent portions of the Federal Way City Code (FWCC) must be consulted. LAND USE DIVISION — Jim Harris, 253-661-4019 Required Review Processes & Land Use — Mini (self) storage units are allowed in the BP zone pursuant to FWCC Section 22-864, subject to Process III, Project Review, under FWCC Section 22-386. An accessory office is allowed which utilizes no more than 50 percent of the gross floor area of the mini storage use. Please review all notes of the enclosed zone use chart (FWCC Section 22-864), which pertain to the mini -storage use. Truck rental is allowed by prior written interpretation by the Director of Community Development Services, provided it is accessory and clearly secondary to the allowed primary use. Accessory uses are specifically defined by FWCC Section 22-1 as, "...a use, activity, structure, or part of a structure which is subordinate and incidental to the main activity or structure on the subject property." FWCC Section 22-946 reg fates accessory uses. Accessory uses are generally evaluated based upon such factors as area 9evoted to the use, volume of sales, and visual dominance. The proposed truck rental parking and display area may, /ote a dominant visual element of the site as this is a retail element that is not an allowed primary use in the BP zone. The site plan must clearly identify all areas intended for outdoor.display and storage, including truck rental, Mr. Don Hill Page 2 June 6, 2000 parking, service, and storage areas. In this case, staff will not likely support significant storage or parking of commercial vehicles along the Pacific Highway South or access road frontage. However, the parking of some rental vehicles visible from public right-of-ways may be allowed for promotional purposes. As such, any parking and storage areas located along access and right-of-ways should be designed to prevent parking and storage of commercial vehicles in these areas, except as may be proposed and permitted for promotional purposes. Process III review is an administrative review process, with a written decision by the Director of Community Development Services. The application must be prepared in accordance with the enclosed, Development Application Submittal Requirements Checklist. A master land use application is enclosed along with applicable code sections. Building pernlits are issued following completion of the Process III review. 2. State Environmental Policy Act (SEPA) —The proposal is subject to environmental review under SEPA. Environmental threshold determinations are issued by the Director of Community Development Services, with any appeals decided by the hearing examiner. The SEPA checklist must address, but is not necessarily limited to, the following: 4 A Traffic Impact Analysis (TIA) as noted in the enclosed Public Works Traffic Division comments. Traffic impact mitigation fees may be required if applicable, and are calculated based upon impacts identified in the TIA. 4 A storm drainage analysis as noted in the enclosed Public Works comments. 4 Wetland and stream delineation for the subject property and all areas within 200 feet of the site must be prepared by a qualified source. Wetlands and streams are present on, and nearby, the subject property. A setback is required from wetlands pursuant to FWCC Section 22-1357, dependant on classification and range from 50 to 200 feet. As defined in FWCC Section 22-1306, minimum stream setbacks are 50 or 100 feet, dependant on the stream classification. A copy of the environmentally sensitive area regulations is enclosed. Further discussion of the wetlands issues are included below. SEPA noticing provisions require the applicant to submit two sets of mailing envelopes addressed to all owners of property within 300 feet of all property boundaries. Additionally, one set of mailing envelopes to all tenants of (rental) property within 300 feet of the site must be provided. All mailing envelopes must be stamped and addressed, with the city's return address. Along with the mailing envelopes, lists of owners and tenants addresses must be submitted, and an assessor's map showing the 300-foot radius from all property boundaries. Please clearly label and identify the three sets of mailing envelopes. 3. Fees — The proposal to develop the project requires the following fees: Process III, $1,554.00, plus $408.00 over 50,000 square feet (includes fire review fee); and $550.00 SEPA fee, minus the $310.00 preapplication credit, which equals $2,202.00 in total fees. The fee for the Process III varies with the size of the proposed building square footage, so please call to determine Mr. Don Hill Page 3 June 6, 2000 application fees if the proposed building sizes are modified during the design phase. Additional fees are associated with other city and district regulations and permits. Building permits must be obtained before any work commences. 4. Bulk and Dimensional Regulations — Minimum building setbacks for the proposed uses are as follow: ✓ Front setback minimum between 25 - 50 feet (depends on site and building design, see FWCC Section 22-864, note 2). ✓ Side setback minimum of 20 feet from the property lines. ✓ Rear setback minimum of 20 feet from the property lines. Setbacks are determined from property lines following any dedication of property if applicable. An average building elevation height of 40 feet is allowed for most structures in the BP zone. Average building elevation is measured from the finished grade or existing grade prior to development, whichever is lower. The proposed uses may be allowed an increase in height to 55 feet under certain conditions as discussed in note 1, FWCC Section 22-864. Any rooftop mechanical equipment must be screened from the street and adjacent properties per FWCC Section 22-960. 5. Parking — Required parking is determined on a case -by -case basis for the self storage use. The parking ratio for the retail use is 1:300 square feet of floor area. For this type of project with a variety of uses, a parking analysis as discussed in FWCC Section 22-1378 must be included as an element of the SEPA review in order to determine the appropriate number of parking stalls. Full size parking stall dimensions are 90-degree stalls with 82 by 18 feet, with a 25.5-foot wide two-way drive aisle. Compact stalls are 8 by 15 feet. Up to 25 percent of the proposed parking spaces may be compact size and must be identified on the site plan. 6. Environmentally Sensitive Areas — Wetlands and possibly a major stream are present on and/or adjacent to the site. The city wetland inventory identifies a wetland on site which wetland is preliminarily classified as a category I1(with 100 foot setback). The stream is most likely considered a major stream with a 100-foot setback. The preliminary site plan as proposed does not identify the wetland or stream, and the improvements appear to intrude into required wetland setbacks and/or stream setbacks. A wetland and stream delineation report is required to identify all wetlands and streams on and within 200 feet of the site perimeter. The project proponent is responsible for all costs incurred by the city's wetland consultant in reviewing the proponent's wetland and stream delineation and reports. Any intrusions, including utilities and grading, within the applicable wetland setback area or stream setback area must be approved through a Process IV (Hearing Examiner Decision), following a public hearing by the examiner. As depicted on the preliminary site plan, it appears Mr. Don Hill Page 4 June 6, 2000 that portions of the western building and drive area and the proposed storm drainage and sanitary sewer connections are located within wetland buffers. If wetland or stream setback intrusions are requested, the decisional criteria of FWCC Sections 22-1359 and/or 22-1312 must be met. It is the applicant's responsibility to show how any proposed environmentally sensitive area setback intrusions meet the decisional criteria of the FWCC. Any proposed intrusions into the wetland or stream setbacks must be designed and justified using a qualified specialist other than the city's wetland/stream consultants. Reduction of wetland buffers may be achieved on a case -by case basis through a buffer enhancement plan as permitted by FWCC Section 22- 1359(e). The Kitts Corner Regional storm drainage pond and wetland enhancement project was constructed to accommodate salmon migration to the site. Due to the Endangered Species Act listing of Chinook salmon, environmentally sensitive area intrusions may be difficult for staff to support. If environmentally sensitive area setback intrusions are proposed, the Process III application discussed above is replaced with a Process IV application. The Process IV application cost is $2,520.00. 7. Design Guidelines — Projects subject to Process III review are subject to the provisions of FWCC Article XIX, "Community Design Guidelines" (enclosed). Please review the enclosed design guidelines for all applicable design elements. A detailed review of the design guidelines has not been conducted due to the preliminary nature of the site plan and elevations provided. I would be glad to arrange an additional meeting with the project architect to discuss design issues and the design guidelines. Following are key design guidelines, along with staff comments: a. The design guidelines emphasize placing parking areas behind or beside structures in the BP zone (FWCC Section 22-1638[b]). b. Pedestrian connections from the sidewalk to the building and parking lot to the building must be provided and delineated by separate paved routes pursuant to FWCC Section 22- 1634(d). With parking located between the street and building, pedestrian circulation is emphasized (FWCC Section 22-1638[b]). Paint striping as a method of delineation is not permitted. Two of the four facade modulation and screening standards under FWCC Section 22-1635 must be implemented for facades of buildings which are longer than 60 feet and visible from a public right-of-way or residential use or zoning district. d. Pursuant to FWCC Section 22-1635(c), building facade articulation must be provided for all facades visible from a right-of-way or public area, irrespective of item c. above. The following concepts should be included to minimize building mass and scale: windows, facade landscaping, variable rooflines, pitched roofs, cornices, architectural detailing, material, and color variation. Mr. Don Hill Page 5 June 6, 2000 e. Pursuant to FWCC Section 22-1636(a), entrance facades shall front on, face, or be clearly recognizable from the right-of-way; and should incorporate windows and other methods of articulation. f. Project designers shall strive for overall site design continuity by using similar elements throughout the project (FWCC Section 22-1634[4]). g. Natural site amenities such as views, trees, wetlands creeks, etc. should be incorporated into the site design (FWCC Section 22-1634[a]). h. Bay doors or storage bay doors shall not front or be visible from the public right-of-way (FWCC Section 22-864, note 4). i. Submittal of a colors and materials boards is required, and a colored street elevation sketch is helpful for staff in conducting the design review. j. All applicable design guidelines must be implemented in the project design. Please carefully review the design guidelines and describe how the application complies with all of the design guidelines. 8. Required Landscaping — A preliminary landscape plan, prepared by a licensed landscape architect in accordance with FWCC Article XVII, "Landscaping," is required as part of the site plan submittal. The landscape plan must contain the following elements: a. Buffer Requirements — FWCC Section 22-1566(i) requires Type II visual screen landscaping ten feet in width adjacent to public right of ways (Pacific Highway South) and other public or private access roadways (north property line as required by Traffic Division requirements for access easement/road). Ten feet of Type II landscaping is also required adjacent to the south property line (side property line) abutting the BC zoning district. Type II landscaping is intended to provide a visual separation that may be less than 100 percent sight obscuring. Type II landscaping includes a mixture of six foot tall evergreen trees and 1.5 inch caliper deciduous trees, interspersed with 24 inch tall shrubs and groundcover. Pursuant to FWCC Section 22-1566(i)(4), five feet of Type III visual buffer landscaping is required along the north (side) and rear west property lines abutting BP zones. Type III landscaping consists of trees, large shrubs, and groundcover that will provide visual separation between compatible uses. b. Parking Lot Landscaping — Type IV landscaping must be provided in the interior of the parking lot in accordance with FWCC Section 22-1567. Twenty square feet of interior parking lot landscaping must be provided for each parking stall for parking lots with 49 or fewer parking stalls. Parking lot landscaping shall generally be provided at the end of all parking rows and dispersed throughout the parking area in a manner to reduce visual impact of the parking lot. Pursuant to FWCC Section 22-1567(c), the minimum width of planter islands at the end of 90-degree rows is six feet. Mr. Don Hill Page 6 June 6, 2000 c. Plant Species — The landscape plan shall state how it conforms to the drought tolerant plant species requirements of FWCC Section 22-1564(f). d. Screening — Trash enclosures shall be screened from abutting properties and rights -of -way by a 100 percent sight -obscuring fence or wall, and appropriate landscape screen. Significant Trees — A significant tree inventory must be provided with the land use application per FWCC Section 22-1568(c)(2). Significant trees are generally defined as 12 inches in diameter )or 37 inches in circumference), measured 42 feet above the ground, and in good health. Significant trees shall not include red alder, cottonwood, poplar, or big leaf maple. If the development on the site requires removal of more than 75 percent of the significant trees on the property, significant trees shall be replaced in an amount equal to 25 percent of the significant trees which existed on the site before development. Replacement tree standards are found in FWCC Section 22-1568(c)(5). In the BP zone, significant trees in perimeter buffers must be retained. f. Landscape Modification — Opportunities to modify landscape requirements are available pursuant to FWCC Section 22-1570. 10. Signs —A sign permit must be obtained under a separate application. Pursuant to FWCC Section 22-1601(A)(2), BP zoned properties qualify for one freestanding medium profile sign that includes either a monument or pedestal sign. Wall signs are permitted, and are limited to seven percent of the exposed building face to which it is attached, provided no individual sign shall exceed 240 square feet. Pursuant to FWCC Section 22- 335, the existing nonconforming billboard at the site must be removed in conjunction with site development. Contact a Development Specialist, at 253-661-4154 or 253-661-4115 with questions about signage. PUBLIC WORKS DEPARTMENT — Jim Femling, 253-661-4196/Hazem EI-Assar, 253-661-4142 Refer to the enclosed May 31, 2000, memorandum from Jim Femling and Hazem El-Assar's June 1, 2000, memorandum. BUILDING DIVISION — Joan Hermle, 253-661-4152 Joan's June 1, 2000, memorandum was provided to you at the meeting. LAKEHAVEN UTILITY DISTRICT — Mary Young, 253-941-1516 Mary's June 1, 2000, memorandum was provided to you at the meeting. FEDERAL WAY FIRE DEPARTMENT — Greg Brozek, 253-946-7241 Greg's June 1, 2000, memorandum was provided to you at the meeting. Mr. Don Hill Page 7 June 6, 2000 The sign-up sheet from the meeting has been provided to you. Thank you for participating in the preapplication process. As you know, this is a preliminary review only and does not take the place of a full review of the formal application. If you have any questions, please call me at 253-661-4019, or other staff persons as appropriate. We look forward to working with you and making this a successful project. Sincerely, � Ji arris Senior Planner enc: Master Land Use Application Development Submittal Requirements Checklist BP Use Chart 22-864 FWCC Article XIX, "Community Design Guidelines" FWCC Article XVII, "Landscaping" FWCC Article XIV, "Environmentally Sensitive Areas" Process III and IV Information Bulletins Parking Stall Dimension Chart Mailing Labels Handout Rooftop Screening FWCC Definition of Accessory FWCC Section 22-946 Jim Femling's May 31, 2000, Memo Hazem El-Assar's June 1, 2000, Memo c: Jim Femling, Senior Engineering Plans Reviewer Hazem El-Assar, Assistant Traffic Engineer L:\CSDC\\DOCS\SAVE\61285939.DOC/Last printed June 6, 2000 9:13 AM MEMORANDUM CITY OF FF`J'� 335301 ST WAY SOUTH DATE: June 1, 2000 TO: Jim Harris, Senior Planner Jim Femling, Senior Engineering Plans Reviewer FROM: Hazem El-Assar, Assistant Traffic Engineer L% SUB7ECT: HAUL PACIFIC HWY S C) 102720-00-P Public Works Department submitted materials and a site visit, I have the following comments: Based on my review of the Traffic Impacts peak10 or More pM trips.p generation/distribution The project tray impact some intersons; by tie if full Traffic Impact Analysisrequired to assess project impacts analysis shall be conducted to deter and determine mitigation measures. Frontage Improvements Per FWCC Sec. 22-1474, frontagevnprovements are required if the value of the proposed improvements exceeds 25°/0 of the value of all existing structures on the subject property. On Pacific Highway 5, half --width improvements shall conform to standard cross sectionA, which include a4id s aev�ement tfrTo accommodate to curb, curb, gutter, 5' planter strip with trees, 8' sidewalk, 3' utility strip, these improvements, a right-of-way dedication of 12' is required. 'h Avenue To provide access to this site and other adjacent sites through e signal at the Pacific theorthern property Highway ne.S/16The street S intersection, an east -west local access road shall be constructed alongavement, 4' ranter sari with shall conform to standard cross section 40' curb -to -curb t�gned with the existing east leg of trees, 6' Sidewalk, and streetlights an both s des. The new st�eet shall be al the intersection per MUTCD standards. This street maybe public or private and a late comers agreement maybe executed for adjacent property owners use. In addition, anorth-south roadway maybe required for roadway wildl be coortduiated with property owners ui the 344`� Street. The exact location and layout of that ra Y area as part of the Comprehensive Plan Update currently underway. Per FWCC See. 22-1477, the Public Works Director may modify, defer, or waive the above requirements after consideration of a written request for specific reasons outlined under that code section. Site Access and Circulation Per FWCC Sec. 22-1543, the minimum driveway �inerse 1 be Spacing i 330' for thPacific n weHigeast-West roadwhich is not met be the proposed driveway. Therefore, accessI? 5116Avenue S. described above and shall be spaced at least 150' from the intersection of Pacific Highway Per FWCC See. 22-1544, modifications to the above standards may s elm de as determined by the Public Works Director under specific procedures outlined and CITY OF fij 33.3.1 ST WAY SOUTH DATE: May 31, 2000 TO: Jim Harris, Senior Planner FROM: Jim Femling SURIEGT: U-HAUL FACILITY - (00-102720-00-PC) 34001 PACIFIC HWY S MEMORANDUM Public Works Department After reviewing the materials submitted and a visit of the proposed site the following comments and findings address issues that need to be resolved prior to developing the site: LAND USE ISSUES Storm water Water quality treatment will be required per the 1998 King County Surface Water Design Manual (KCSWDM) and the City of Federal Way addendum to that manual. This project will meet the requirements for a full drainage review, at the time of the site plan review submittal a narrative addressing the relevance to the project of the 8 core and the 5 special requirements of the KCSWDM will be required. The water quality facility must be designed per the basic menu in the KCSWDM. The Resource Stream Protection Menu may be required if the existing stream is determined to be regionally significant because of salmon use. For site plan review submittal, a conceptual drainage facility should be shown on the plan to a size and configuration approximating the needs of the site. A copy of the City of Federal Way addendum to the KCSWDM may be obtained formKinko's Copies at 31823 Gateway Center, Federal Way, WA. (253) 946-2679. Traffic/R-O-W Improvements 1. See attached Traffic Division memorandum from Hazam El -Assay Assistant Traffic Engineer, for traffic related items. BUILDING PERMIT ISSUES Technical Information Report MR) will need to be prepared for the project and submitted with the building permit application. The TIR will require the signature/seal of a Professional Engineer licensed in the State of Washington. 2. The applicant will need to provide a geotech report that addresses design pavement thicknesses for the roadways. 3. The applicant shall reimburse the City for the cost of all required regulatory, warning and street name signs that are installed prior to acceptance by the City of all other require improvements. 4. Copies of Public Works' standard checklists have been included to assist the applicant's engineer in preparing the plans and the TIR. 5. Bonding will be required for all improvements associated with the plat. The bond amount shallbe 120% of the estimated cost of the improvements. Upon completion of the installation and final approval by the Public Works inspector, the bond value will be reduced to 30% of the original amount for the two- year maintenance period. An administrative fee deposit will need to accompany the bond to cover any possible legal fees in the event the bond must be called. 6. The developer willbe responsible for the maintenance of the storm drainage and street systems for the two-year maintenance period. During that time, the Public Works inspector will make periodic visits to assure developers compliance with maintenance requirements. 7. When topographic survey information is shown on submitted plans, as may be required, the vertical datum block shall include the phrase "DATUM: N.G.V.D.-29" or "DATUM: K.C.A.S." on all sheets where elevations are called out. All drawings shall be drafted/plotted on 24" x 36" mylar sheets with permanent black ink. Site plans shall be drawn at a scale of V=20' or larger. Drawings submitted for plan review shall be printed on 24" x 36" paper. 9. Provide cut and fill quantities on the grading plan. 10. The site plan submitted should show the location of any existing and proposed utilities in the areas affected by construction. L:\CSDC\DOCS\SAVE\61254754.DOC AGENDA OF: ATTN: SUBJECT: COMMENTS: LAKLflAVEN UTILITY DISTRICT 316271st Avenue South ♦ P. O. Box 4249 ♦ Federal Way, WA 98063 COMMUNITY DEVELOPMENT TECHNICAL REVIEW COMMITTEE June 1, 2000 Mr. Jim Harris Senior Planner Agenda Item No. 1 - U-Haul Facility 00-102720-00 (PRE) A developer extension agreement will be required to extend mainline water and sewer facilities to serve the site. It is recommended that the Owner apply separately to the District for this process at the same time formal application is submitted to the City of Federal Way to avoid delays in construction. Please allow 3 to 4 months for plan review and approval. The sewer facilities constructed for this project will be privately owned and maintained. The District's Capital Facilities Charges are calculated on the basis of Equivalent Residential Units (ERU). Residential equivalency for this use will be based upon anticipated water use as an initial estimate (255 gallons per day equaling 1 ERU). Owner will be required to provide water consumption information from a similar facility. Actual water consumption will be monitored and additional charges may be assessed within five (5) years of original connection. The District's current Capital Facilities Charges are $3,072/ERU for water and $2,720/ERU for sewer. This property is located in a ULID credit area for sewer (LJLID 27). Credit will be allowed against the Capital Facilities Charges for sewer at the rate of 4 ERU per acre. Y� Mary E. Young Development Services Supervisor Direct Line: (253) 946-5400 F (253) 529-4081 E-mail: myoung@lakehaven.org Date:�j'�� Federal Way, Washington — DFWT EIFS (COLOR MATCH - BANK BLUE) METAL CANOPY AND WPPQRTS - SIGNACE By COLOR - ON14 ALE METAL CANOPY AND SUPPORTS 12" SIERRA SUNSET STRIPE (TYP) OTHERS ' COLOR - BANK BLUE / DRYMT BFS s',!' CLEW rEw 4LASS •.iA55 icDN.DIr LNTL'FE - AIM1 AH001'EO auu. WIN 101 11 q Yw. 0011i EFlS COLOR - GRAY FROST BATM kvp WITH A) TRIM f)LACN1 TRIM :1'F7 (B(ACN) tRiu TYP - t ~ WTAYL ACCENT YAKS,. �12-.10' IvAi Misr FYL J.n. East Elevation 7 �� STORAGE ODOR COLOR -HANK BLUE) ALUM { . - BOOR OEdR E065NEM RdLH -'--[p.1E,P(T[ 1:T PANEL (REF TO 'CRM TILT PANEL DID th1JJA'uS S WL PH 16:]) STRUCT) (COLOR AtlfMT&L' 'XIM11 PAIR OF 3'-0' GLASS l)TERR TO iTRVL.%' SYOAE cT DAWIS COLORS) BY W N Ow SLLVEk SMOKE BY OIMS S01AYK1 METAL CANOPY AND SUPPORTS COLOR - BANK BLUE --r7ifP,i EFlS COLOR - GRAY FROST 12" SIERRA SUNSET STRIPE (TYP) CLEtlI TDAP 4IA54 r11Tfl *.Nu fG ALL"k CANOPr (BLACK) TRIM - n (COLOR - BANK BLUE) (REFER TO II/A1.2) � North Elevation SMOKET)BY 'DANS COLORS)I rfyMf EFlS COLOR - CRAY FROST STORAGE DOOR 1,C-0y m RLT PANEL (REFER TO SMOKE (Z DAM AOLORS: SILVER SMOKE if DAMS COLORS) — 23'-11 "— — — --10- FIN- THIRD FLOOR F N, SECOND FLOOR — O_O° —4- FIN. TIRST FL6-0. 01999 U—HAUL INTERh)ATTQN AL CENEAALNOIES: PROFESSIONAL SEAL ARCFEfECTLDOO'. U-FTAUL I111PIATION1 CONSTRUCTION / PAIWATION 2727 NOION CENTRAL AVENUE PHOIND% AWONA 05004 PH, G02263-6502 PA%, GORM77-1026 SFTE ADDRESS: FEDERAL WAY 34001 PACIFIC HWYSO. FEDERAL WAY, WA- 98003 SHEET CONTENTS: ELEVATIONS 4340 1-701 ME cm BY. j i r. _ � L • �.; rh;'' i - ' �� ,,��i£ M '1�r�.�,� 1 -! F.: � 1 �7 Ire `^ •��1 In, i'�y 1��$, .;Lys' =�ti .� -- •y 'p ; City of Federal Way 33530 1 st Way S. Federal Way, WA. 98003-6221 (253)661-4123 Fax (253)661-4129 CDRC Review (Building Department) CLIENT: Don Hill PROJECT NO: 00-102720 PROJECT NAME: U-Haul Facility DATE: June 1, 2000 PREPARED BY: Joan Hermle, Assistant Building Official A. CODES Uniform Building Code (UBC), 1997 edition Washington State Amendments WAC 51-40 Uniform Mechanical Code (UMC), 1997 edition Washington State Amendments WAC 51-42 Uniform Plumbing Code (UPC), 1997 edition Washington State Amendments WAC 51-46 & WAC 51-47 Uniform Fire Code (UFC), 1997 edition Washington State Amendments National Electric Code (NEC), 1997 edition Accessibility Code WAC 51-30 Washington State Energy Code WAC 51-11 Washington State Ventilation and Indoor Air Quality Code WAC 51-13 B. BUILDING CRITERIA Occupancy Classification: S-2, S-3, B, Type of Construction: II-N Floor Area: See plan Number of Stories: Fire Protection: Unknown Wind/Seismic: Basic wind speed 80 Mph, Exposure B , 25# Snow load, Seismic Zone 3 C. BUILDING PERMIT REQUIREMENTS Submit complete application obtained from packet Submit 5 sets of drawings and specifications. Specifications shall include: X Soils report Structural calculations X Energy calculations X Ventilation calculations. Submit 1 copies with King County Health Department approval stamp for all projects which include food service facilities, septic systems or other elements within the project which require health department approval. Wet stamp and signature on all sheets of plans and cover of calculations at submittal. First comment letter can be expected within 6 to 8 weeks of submittal date. Recheck will occur in one to three weeks after resubmittal. Federal Way has an expedited review process. Information is available at the front counter. Plans for all involved departments will be forwarded from Community Development Services. Separate permits are required for electrical, mechanical, plumbing, fire suppression systems and signs. Applicant may apply for separate permits at any time prior to commencement of construction. Changes to documents shall be accomplished by one of the following methods, redline, 8-1 /2" x 11 ", or full size sheets and submitted prior to plan approval. When required, special inspections shall be performed by WABO approved agencies or by agencies approved by the building official prior to permit issuance. Construction must be approved by all reviewing departments prior to final building division inspection All concerned departments must sign off before building department will final. Building final must be approved prior to the issuance of a Certificate of Occupancy. The City of Federal Way does not issue temporary C.O.'s All construction projects maybe required to have a pre -construction conference. If a pre -con meeting is required, all subs, the general or representative, the architect or representative, the engineer or representative, electrical contractor and any other interested party, should attend this meeting. Meetings will occur at the building department and will be scheduled by the inspector of record for the project. All items checked above shall be complied with at application. Site specific requirements: 1) Identify accessible parking on plan and depict if van accessible. Parking shall be placed as close to the front entrance as possible. 2) Mezzanines shall be identified and meet requirements for egress per Chapter 10 of the Uniform Building Code (UBC) 3) Identify use of storage areas on plan. Any welding shall be identified for specific occupancy classification and possible separations. 4) Building shall meet accessibility requirements of UBC Chapter 11 as amended by Washington State. W CaP� praU.Ccd TECHNICAL REVIEW COMMERCIAL Agenda Date: June 1, 2000 Subject: U-Haul Facility/00-102720/Harris To: Development Review Committee From: Greg Brozek — Federal Way Fire Department WATER SUPPLIES FOR FIRE PROTECTION The required fire flow for this project is gallons per minute. A Certificate of Water Availability shall be provided indicating the fire flow available at the site. This project will require fire hydrant(s). Existing fire hydrants on public streets are available for this project. Existing fire hydrants on adjacent properties shall not be considered unless fire apparatus access roads extend between properties and easements are established to prevent obstructions of such roads. When any portion of the facility or building protected is in excess of 150 feet from a water supply on a public street, as measured by an approved route around the exterior of the facility or building, on -site fire hydrants and mains capable of supplying the required fire flow shall be provided. Fire hydrants: 1) Shall be located not more than 300 feet on center. All measurements shall be made as vehicular travel distance. 2) Shall not be located closer than 50 feet to any building. 3) Shall not be obstructed by any structure or vegetation, nor shall the visibility of the fire hydrant be impaired for a distance of 50 feet in the direction of vehicular approach to the fire hydrant. [K.C.F.D. #39 Administrative Policy Guideline No. 10041 Fire hydrant locations are subject to the approval of the Fire Marshal or his/her designee. When exposed to vehicular damage, fire hydrants shall be suitable protected. Fire hydrants shall be in service PRIOR to and during the time of construction. FIRE APPARATUS ACCESS ROADS Fire apparatus access roads shall be provided when any portion of the facility or any portion of an exterior wall of the first story of the building is located more than 150 feet from fire apparatus access as measured by an approved route around the exterior of the building or facility. EXCEPTION: When buildings are completely protected with an approved automatic fire sprinkler system, these provisions may be modified by the chief. Plans for fire apparatus access roads shall be submitted to the fire department for review and approval prior to construction. Fire apparatus access roads: 1) Shall have an unobstructed width of not less than 20 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches. 2) Shall be designed and maintained to support the imposed load of a 30 ton fire apparatus and shall be provided with a surface so as to provide all-weather driving capabilities. 3) Shall be not less than a 20 foot inside turning radius and not less than a 40 foot outside turning radius. 4) With a dead-end in excess of 150 feet in length shall be provided with a cul-de- sac or Fire Department approved alternative at the dead end. All such cul-de- sacs shall be not less than 80 feet in diameter. 5) Gradient shall not exceed 12 percent. [K.C.F.D. #39 Administrative Policy Guideline No. 1006] Designated fire lanes may be required for emergency access. This may be done during the plans check or after the facility is in operation. When required, approved signs or other approved notices shall be provided and maintained for fire apparatus access roads to identify such roads and prohibit the obstruction by parking and other obstructions. Fire apparatus access road gates shall comply with K.C.F.D. #39 Administrative Policy Guideline No. 1003 (copy attached). Fire apparatus access roads shall be installed and made serviceable PRIOR to and during the time of construction. 2 FIRE -EXTINGUISHING SYSTEMS Four (4) sets of plans and specifications for automatic fire -extinguishing systems, standpipes and their appurtenances shall be submitted to the fire department for review and approval prior to installation. Plans shall be drawn to an indicated scale, on sheets of uniform size, with a plan of each floor, and shall show those items listed in Chapter 6 of 1997 Uniform Building Code Volume 3 (UBC Standard 9-1) that pertain to the design of the system. Sprinkler plans shall bear a Washington State Certificate of Competency stamp. An automatic fire sprinkler system shall be installed in all occupancies requiring 2,000 gpm or more fire flow or where the total floor area included within the surrounding exterior walls on all floor levels, including basements, exceeds 10,000 square feet. Area separation walls shall not be considered to separate a building to enable deletion of the required automatic fire -extinguishing system. [Federal Way City Code Chapter 8, Article II, Division 4] The automatic fire -suppression system shall be connected to the fire alarm system (last zone) in all buildings having an automatic fire detection system. The system demand pressure (to the source) required in a hydraulically designed automatic fire sprinkler system shall be at least 10 per cent less than the correlative water supply curve pressure. Fire department connections shall comply with K.C.F.D. 39 Administrative Policy Guideline No. 1002 (copy attached). AUTOMATIC FIRE DETECTION SYSTEM An automatic fire detection system shall be installed in all buildings exceeding 3,000 square feet gross floor area. This fire detection system shall be monitored by a central and/or remote station conforming to the current requirements of the National Fire Protection Association standards and/or the fire chief or designee. [Federal Way City Code Chapter 8, Article II, Division 4] Plans and specifications for fire alarm systems shall be submitted to the fire department for review and approval prior to system installation. Plans and specifications shall include, but not be limited to, a floor plan; location of all alarm -initiating and alarm -signaling devices; alarm control and trouble -signaling equipment; annunciation; power connection; battery calculations; conductor type and sizes; voltage drop calculations; and manufacturer, model numbers and listing information for all equipment, devices and materials. 3 Fire alarm systems, automatic fire detectors, emergency voice alarm communication systems and notification devices shall be designed, installed and maintained in accordance with Uniform Fire Code Standards 10-2 and 10-3 and other nationally recognized standards. Systems and components shall be listed and approved for the purpose for which they are installed. A remote fire alarm annunciator panel(s) shall be installed at the following location(s): Fire alarm control panel and remote annunciator panel keys shall be located: In a Supra lock -box to be located PORTABLE FIRE EXTINGUISHERS Portable fire extinguishers shall be installed in accordance with Uniform Fire Code Standard 10-1. HIGH -PILED COMBUSTIBLE STORAGE Buildings containing high -piled combustible storage shall be in accordance with Uniform Fire Code Article 81. In addition to the requirements of Article 81, aerosols shall be in accordance with Uniform Fire Code Article 88, flammable and combustible liquids shall be in accordance with Uniform Fire Code Article 79, and hazardous materials shall be in accordance with Uniform Fire Code Article 80. FIRE DEPARTMENT ACCESS TO BUILDINGS Exterior doors and openings required by the Uniform Fire Code or the Uniform Building Code shall be maintained readily accessible for emergency access by the Fire Department. An approved access walkway leading from fire apparatus access roads to exterior openings required by the Uniform Fire Code and/or the Uniform Building Code shall be provided when required by the Chief. Approved numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall contrast with their background. Numbers shall be a minimum of six (6") inches in height. rd When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life-saving or firefighting purposes, the chief is authorized to require a key box to be installed in an accessible location. The key box shall be of a type approved by the chief and shall contain keys to gain necessary access. ADDITIONAL COMMENTS Required fire lanes in mini -warehouse complexes shall have a minimum clear width of 28 feet where there are warehouse access openings on one side of the fire lane, and 36 feet where there are warehouse access openings on both sides of the fire lane. THESE COMMENTS ARE VALID FOR 180 DAYS FROM REVIEW AND ONLY FOR THE PLANS REVIEWED. Greg Brozek — Assistant Fire Marshal 316171 Avenue South Federal Way, WA 98003 Phone 253-946-7241 Fax 253-529-7206 E CITY OF FEDERAL WAY COWAUNITyDEVELOPMENT REVIEW COMAUTTEE SIGN IN SHEET PRE -APPLICATION MEETING File No. 00-102720-00 PC U-Haul Self Storage 34001 Pacific Highway South June 1, 2000 DEPARTMENT OF PUBLIC SAFETY Memorandum TO: Lieutenant Chris Norman FROM: Officer Robert K. Schubert DATE: May 23, 2000 SUBJ: CPTED The following is a Crime Prevention Through Environmental Design summary for U-Haul Facility. Summary: This project will have little effect on additional police services. The long term effect would be a slight increase in traffic on Highway 99 and a police service response for any criminal activity. Recommendation: Use of CPTED approved lighting around the building and reduced or directed traffic routes within the facility. The use of fencing to limit other than employees and customers onto the facility. CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT MEMORANDUM DATE: May 10, 2000 TO: Community Development Review Committee (CDRC) Members Trent Ward, Public Works Development Services Manager (2 copies) Mary Kate Gaviglio, Building Official Mary Young, Supervisor of Technical Services, Lakehaven Utility District 70mrzder orsen, KC Fire District #39 Dan Coulombe, FW Public Safety Department FROM: Jim Harris, Senior Planner PROJECT PLANNER: Jim Harris PHONE (253) 661-4019 PLEASE RESPOND BY: Internal review May 25, 2000 Meeting with applicant June 1, 2000 010:00 AM FILE NUMBER: 00-102720-00 PC PROJECT NAME: U-Haul Facility LOCATION: 34001 Pacific Highway South PROJECT DESCRIPTION: Pre -application review of proposal to construct a U-Haul rental and storage facility with approximately 80,000 square of indoor rental storage space, and truck rental. The site is presently vacant. ZONING: BP (Business Park) PROJECT CONTACT: Don Hill (425) 821-8448 NOTE: IAdredQre.doc 12/16/99 WED 11:58 FAX 2538614129 m V4V-- CITY OF FEDERAL t 0001 MASTER LAIRD USE APPLICATION IiLPaRT�gE,r"! ijR � Nttii�,1'Y DrVCL0P?4T.N i SERVICES 33530 First Way South, rcderal way; WA 98003 (153) 661.4000 - rim (253) 661.4129 wmvxi. fadtro 1-Way ,wll,us APPLICATION, No 00. 0 Z V O - 00 - pe _ Project Narne UHAHL FACILITY Property Addresgrt.ocatloa 34001 PACIFIC HWY 5 Appliegnt Namc,- RQna4 Carlin Address: U - F{Q u I 5n1 crnctf a -Tate N • CeohraL Ave. Phop—nix , AZ- S50oy Phone: (Go2.) 2-6 3- 6 S 0 2. Fax: (G0Z) 2-77 — c02 6 Email: Signature:l; r Date 41131M Pucel Mumbu(s) 202104.9051 Agent (If DiffGrEn[ thnn ,applicant) Name: DON HILL, PE C/o INIATES Address: 11614 115TH AVE. HE KIRK3AND, IAA 88034 Phone., ( 425 ) 821-a448 rati: ( 425 ) 821-3481 Email: dh111Qtr1adassoc.com Signature_ _ V Owner Name:Rp6e-A, Llogd C&C1 s Addrr::s: Wa -- �lSaa3 Fax: ( ) Email: Signature - Zoning Designation BUSINESS caMMITY Comp Tien DeslE+natlor, Project Dt5crlptlon UMU• TUCK RENTAL SHOW ROM WITH ASSOCIATED TRUCK AND TRUCK RENTAL PARKING AND MINI STORM FACILITY. uniform Building [rode (UBIC) Construction Type �t,ql H(e 'pi IJ:Vlfl.11 J]�J' -TA/ (UEQ Occupancy Type IL S1 Type of Permit Required. SEPA Checklist Itictice N1.4114d Sign 2301k (l+:e}I!r ra DeslQfoptu:�sr51ror1ii;ct; RCrr�uirwrronts f��.nia�r) __Annexation R Binding Site 1.1,10n R R R riMmaary Line Adjustnten[ Comp Plan/Rozone 1Z R Land S,1Xfa4o Modircalian _ Lot Line Elimination • Xil Preapplicntion ConfergnCe Process I (Director's Approval) EYOCBfs II (site Finn Rovicw) R• R Process IIf (Projcor Approval) R R R Process I%r (Houin)� Examiner's Decision) R Rx: Process V (Quasi -Judicial Rezone) Process V1 IL R R SEPA Only R R Shoreline R Ii Variance R R jZ Conditional Use g R _ shocr Suhdivigipn * R ; Subdivision R R R Variance R* R R rJpridwel by J -O0 urtt, E = 20 - 2 l - 4 % 336TH-•-•- - - 5T:-.-..-.-. _ r i—• 6�4 7i I Federal Way Investments I i 8 40 Ac 0) 0) 69 I Federal Way Investments _ _ W H Federal Way Investments O I rao 9.29Ac. g•gAc. rrtO p A M P U S Gene Merlino ....s.'M . i i 8.81 At. 1 1 W J Chase & J H MatLeod Ralph 0 Jones ` i) (2) 1.5Ac. 7.75Ar: eo o k j� S.P. S89S0209 16a4 n .. Irk M Slrnno A 4 t t Ll IV71 ---- ---------•---- P U S P A R K_ i 33-0002 1S1 N E S S 9 S'.8' CLEAR TEI A11TI 4*0-2TA (BLACK) rm - 5'ra' ctU[MP R IGLASS WITH 4IOOIY6 A1,UB (BLACK) TRIU - ZP� East Elevation Federal Way, \Afashington 12" SIERRA SUNSET STRIPE (TYP) ORYAT EFS r--(iRl19i EFlS COLOR -GRAY FROST (BANK BLUE)C METAL CANOPY AND �JP31'1gi5 SIGRAGE BY COLOR - BANK OW[ OTHERS ■ L�FlAIJL' DRYAT EIFS (COLOR MATCH - BANK BLUE) METAL CANOPY AND SUPPORTS ICOLOR - BANK BLUE ary sww cuss Ar>omrco AwK 1 xY tulle _ rrv� M ACCENT GLlSS L^.�i�2["r I_,Iv' MErL ucnONAt O.N MTR AWL0L 1 (COLOR - BANK BLUE) /I ALUM. (OIASKI TKtlJ Jr �ONCRs78 TILT PANEL DOOR, rotOkr CGOSi1CG BLACK STORAGE ODOR ' K♦- 141 PA DDP NL- 7I 7� ! (RULR TO SfRU mL) jSMIER11tN.AWYAL S GAL PN 52fi23) smcVr] t WS/DPIrq'G 710FJI PAIR OF 3'-0- CLASS DDDCCCDDDrr�� " (��'0plMe S4y�R SMOKE SMC9,E $t ryM5 COLdR51 m DAN$ caacals} :. (REFER TO—T'-OL•E'-O- STORAGE DOOR _ oreva ion SMOKE BY DAVIS COLORS) SILVER STR CT), TILT PA U (REFER TO S(COLOR ADITRE: SILVER SMMOKEOKE BY DAVIS COLORS) — 23'-11"— -- _ FIN. THIRD FLOOR FIN. SECOND FLOOR - O_0" - FIN. FIRST FLOOR ID 1999 U—HAUL f•I'ERR I,JIONAL GENERALNOTES: PROFESSOWLSEAL AACHRECi LOGO: UffA- JW(' U-HAUL INTERNATIONAL CONSTRUCTION 1 RENOVATION 2727 NORTH CBORALAVENUE MOUNK ARUONA 0004 PH: 60220. 02 PAX. 602J277-1026 SITE ADDRESS: FEDERAL WAY 34001 PACIFIC HWY SO. FEDERAL WAY, WA. GNIM SHEET CONTENTS: ELEVATIONS 4340 1-701 IDRAWN BY: SN CHO BY: elev DATE Jj10= 4340elev—a j3o( PI vp� f } �3 �•r� - e_ -� s r roc �u l - a�,l u'x f UP Ll ruj t,v l CA At j//u--3 s 10' 1 z f U ' f 1 . Se&c[L, Dui r- s'1 % J le rw P c dl-VY Goej (1 2,9 -�-r �� fior ci(�c6 c� CITY OF ,% RD� 33530 1 ST WAY SOUTH May 17, 2000 Donald Hill Triad Associates 11814 115' Avenue NE Kirkland, WA 98034-6923 (253) 661-4000 FEDERAL WAY, WA 98003-6210 RE: U-Haul Pre -application Meeting, 34001 Pacific Highway South File No. 00-102720-00 PC Dear Mr. Hill: The above referenced proposal has been assigned to me as project planner. At this time, the application and preliminary site plan have been routed to the members of the Development Review Committee. A meeting with the project applicant and Development Review Committee has been scheduled as follows: Thursday June 1, 2000 -- 10:00 AM Mt. Adams Conference Room, City Hall, First Floor 335301st Way South Federal Way, WA 98003 We look forward to meeting with you. Let me know if you will have more than four people attending the pre -application meeting so we can make arrangements for a larger room. Please call me at (253)661-4019 if you have any questions. Sincerely, &JA� �izri Hams Senior Planner I:\PREAPPL\PREAPPMTG r��j��]1F�� ! E20-21-4 7 Fr, 7�GE I 31 N =�-336TH—• .—.—---ST:--- - _ •r I 6 656.94 I 1 Federal Way Investments c 8.40 Ac 0) 69 0) Ln Federal Way Investments N I w D s Federal Way Investments O M X too 1 9.29 Ac, 9.5 Ac. Ito �o W { G58-29 3 656.SI I _ Gene Merlino g g+ I w� rr/e D/S T• a/o. +cam 13 8.881 Ac. `` a ®0.54 Ac, r I 415 &09 N W J Chase & J H MacLeod Ralph D Jones i) (2) m I,SAc. 1.75 Ac. Bo ! ' 72 � �'• �3a S.P. S89$0209 415 765.43 I VAI,- 444Ac. Iris M Strong r� ^� y V lyLl 30.50 CLC 4* �.♦♦ t LL 4 Z LPL I po h r r i l 4 8.84 Ac,..r� i P U S P ARK U5 at 3 )3 - 0002 I (3) N I r` _ _ _ _i Same Z.67 Ac. 31.Zg - - 0, 85 Ac. ioo 52 so �SINESS 9 _s.r, rrruor "MMI1NI I rl- C W R Pattison I30 � t 2.01 Ac. _ 13� 3.13 Ac. 93 I E — I Huntington Rubber Co I �o 20�2i s I � 97.35 I zsa.3s � 6 8 i r i 9k ��^^ � . .$.. f�E. Nam• ;,_. Yr. Date: May 9, 2000 To: City of Federal Way Department of Community Development Services 33530 First Way South Federal Way, WA 98003 Job No: 99-355 Project: UHaul Federal Way Enclosed are: These have peen sent: ® Prints ❑ For Your Use ® Copies ® For Your Review /Approval ❑ Reproducibles ❑ For Your Signature /Return ❑ Reports ❑ At Your Request ® Documents ❑ For Your Records ❑ Specifications ❑ For Your Information ❑ Other ❑ Other TRIAD ASSOCIATES Land Development Consultants 1 5/3/00 Preapplication Conference Checklist w/ agent signature/annotations 1 4/14/00 Preapplication Conference Checklist w/ applicant signature 1 4/19/00 Preapplication Conference $310 fee, #002527892 1 4/13/00 Master Land Use Application 1 4/24/00 Property owner permission letter 7 Kroll map with site highlighted 7 Color graphic rendition of rental facility 7 4/19/00 Color.elevations of rental and mini -storage facility Remarks: We would like to havethe pre -application conference as soon as your schedule allows. Please let me know when you have set the date and do not hesitate to call if you have any questions. RECEIVED 13Y 0OMMUNITY DEVELOPMENT DEPARTMENT MAY 0 Sent By: Copies To: Parul Butala, U-Haul Don Hill Project Manager 11814115th Avenue NE • Kirkland • Washington • 98034-6923.425.821.8448.800.488.0756 • Fax 425.821.3481 • www.triadassoc.com FROM :-UHI CONSTRUCTION DEPT PHONE NO. : 6022771026 "-) May. 03 2000 08:55AM P2 00lMMUt11R EVELOPM N BEPOiMENT t4 410 9 2000 Robert L. Wright 34839 Pacific Highway South Federal Way, Washington 98003 April 24, 2000 Five Sac Self -Storage Corporation c/o Paul Green Amerco Real Estate Company 2721 N. Central Avenue, Suite 700 Phoenix, Arizona 85004 RE: 34001 Pacific Highway South, Federal Way, Washington Per your request, I hereby give my permission and cooperation to Five Sac Self -Storage Corporation and/or their representative, for any zoning change or variance they may request from the City of Federal Way on the property located at 34001 Pacific Highway South. Federal Way, Wastunaton 98003. This permission in no way alters the terms of the Contract of Purchase and Sale dated July 23, 1999. Sine ey, �.. Robert Lloyd Wright CITY OF FEDERAL WAY DEPARTMENT OF CONIML NITY DEVELOPMENT MEMORANDUM DATE: May 10, 2000 TO: Community Development Review Committee (CDRC) Members Trent Ward, Public Works Development Services Manager (2 copies) Mary Kate Gaviglio, Building Official Mary Young, Supervisor of Technical Services, Lakehaven Utility District Jerry Thorsen, KC Fire District #39 Commander Dan Coulombe, FW Public Safety Department FROM: Jim Harris, Senior Planner PROTECT PLANNER: Jim Harris PHONE (253) 661-4019 PLEASE RESPOND BY: Internal review May 25, 2000 Meeting with applicant June 1, 2000 010:00 AM FILE NUMBER: 00-102720-00 PC PROJECT NAME: U-Haul Facility LOCATION: 34001 Pacific Highway South PROJECT DESCRIPTION: Pre -application review of proposal to construct a U-Haul rental and storage facility with approximately 80,000 square of indoor rental storage space, and truck rental. The site is presently vacant. ZONING: BP (Business Park) PROJECT CONTACT: Don Hill (425) 821-8448 NOTE: IAdrertpre.doc —r (726E� �1�1 ��, ! I C�-1J�Ij)P[JJ E- 20-21 -4 L 65;,q4 I Federal Way Investments w I 8.40 Ac. E9 0) 1 Federal Way Investments — I w t•- _ Fakal Way IrivesImenls O I ioo 9.29Ac. MAc• (� 70 uo W si is Q. A M P U S Gene Merlino i 9 13 8.81 Ac. O (90,54 AC. ' lCe i+bo9 W J Chase & J H MacLeod Ralph0Jones I.5 Ac. c. +(2) S.P.S�IIris Ac. M Strong III � C,-""[]- P U S PAR K i )3_0002 1S1 N E S S 9 12/15/99 WED 11:69 FAX 2636614129RECE111rfR OF FEDERAL WAY lN01 COMMUNITY OEVELOPl DENT DEPARTI'i T ortvoF g� MASTER LAND USE APPLICATION MAY ®�D 2000 -DEj0A-RTNi ENT 01P Co%%010 ITY DEVELOPMENT SERvICSS 33530 First War South, redcral Way, WA 9SM3 (353) 661.4QW- rag (253) 661-4129 "AV%V.ei. feelarnl-Wny,wr,us f PPLICATIONN000-10VZOO-00 - f�e, Date 4fz3/W Project Name _ U1fA11L FACILITY Property AddresslLocaticn 34001 PACIFIC HWY SS r parcel Number(s) 202104-9051 pp AppIie131ILtG Name: RcI n d Carlin Agent (If Differentthanapplicrara) Name; DON HILL, PE C/O MIATES Owner Name. Ro bZYL L ko d Ltd i h Address: Q— Haul Address: 11614 115TH AVE.. HE Address: PA a �La-+ N Ce n hror Ave • KIRKLAND, WA 98034 3 Lj Q 39 C "�J I C PkMn ix, AZ- 25004 Fe-cu,rol W Wa— 59003 Phone: (602) 26 3 — 6 5 0 2- phone: ( 425 ) 921-8448 Phone:( ) Vex: (GO2.) 27-7— co26 Fax: ( 425 ) 821-3481 Fax: ( ) ' Email: Email: 0111OtrladaSSOC.Com Email: Signature: Signamre: ,, Signature. v BUSINI SS ;�ITY �j • Zoning Designation Comp NaiiDesignatlon Project Doscriptlon _. UMU- DUCK RENTAL SHOW ROM WITH ASSOCIATED TRUCK ANO TRUCK RENTAL PARKING AND MIINI STORAGE FACILITY. Uniform Building Code (UBC) Construction Type -TN (IJBC) Oeemni;y TYPO hi^`n Nr h r1w NmAul fljnm) IL S1 Type of Permlt Required: SETA ChMeklist Notice Mailed Sign Dottd (A # to DesIQlt7plHu!HrsubMil1dlRapuuireuisnts fdandp�r) Annexation R R Binding Site I?I= R R R Beundary Line AdJusmtent Comp Plan/Rozone R R Lend SUrbC* MOdircnL•ion A R ° _ Lot Line Elimination - x1I Preapplication Conferelice Process I (Director's Approval) Process II (site Plan Reviuw) R ` R Process III (Frojcar Approval) R R R Frocess IV (Hearing Examiner's Decision) R Rx2 R Process V (Quasi-ludkial Rezone) Process VI R R R $EPA Only R R Shoreline R (� • Variance R R R Conditional Use Short Subdivision * R + Subdivision R R R Variance R* R R = Re+; vii-e * = Oplioltr+I 6y Cr'r;, 1 40 A boon SHIVIDDSSY aviu.L TStC TZ9 2ZbV# 90 ; ZT 00/CT/b0 r Dr p.verMENT OF COMMUNTTy DEVELOPMENT SERVICES PO Box 9718 Federal Way WA 98063-9718 253-661-4000; Fax 253-6614129 www.ci.federal-way.wa.us FED 1 5 20114) RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. Original Tracking Number: Project Name: Project Address: Resubmittal items: Ll cc 1 - • ` r.n r v S.S V ID 1 1,IK - ern / L9 ffI`ll l�,cspor�� Qon-ir�,�v�ts, Contact Person: �bh tTj•�� 1�,;-,• Phone: Resubmittal requested by: Date: l7 Cig f) 4-3- --f- 6 IiiIII r�Ch-h v,,,t February 13, 2002 Art Pederson Contract Associate Planner City of Federal Way 33530 1st Way South Federal Way, WA 98003-6210 RESUBMIT` EC F E B 15 2002 RE: U-Haul Mini Storage and Truck Rental Facility Triad Job No. 99-355 34001 Pacific Highway South City File No. 01-103406UP Dear Art: s TRIAD ASSOCIATES 11814 115th Avenue NE Kirkland, WA 98034-6923 425.821.8448 425 8213481 fax 800 488 0756 toll free vvvvvv triadassoc corn We have revised the site plan and preliminary plans to address the various review comments and have enclosed 8 copies of each of the following: Re -Submittal items: + Cover Sheet, dated 2/13/02, sheet 1 of 4, Triad Associates • Site Plan, revision dated 2/13/02, sheet 2 of 4, Triad Associates • Preliminary Grading, Utility and Chanralelization Plan, revision dated 2/13/02, sheet 3 of 4, Triad Associates + Preliminary Landscape Plan, revision dated 2/13/02, sheet 4 of 4, Triad Associates • Level 1 Offsite Analysis & Core Requirement Summary, revision dated 2/8/02, Triad Associates • AMERCO/UHaul response letter dated 2/4/02 with attachments: ® Foerster Engineering Parking Demand Study dated 11/26/01 ■ Color Building Elevation Exhibit dated l/l/02 Review letters/memoranda: ■ COFW/Art Pederson letter dated 9/21/01 • COFW/Kevin Peterson memorandum dated 9/20/01 Lakehaven Utility District/Mary Young memorandum dated 9/13/01 + COFW/Sarady Long memorandum dated 10/22/01 • COFW/Art Pederson Additional Request For Information dated 12/4/01 The enclosed re -submittal items have been provided to address the comments in the above listed comment/memoranda as follows: Art Pederson February 13, 2002 Page 2 of 5 COFW/Art Pederson letter dated 9/21/01 A.1. The Parking Analysis by Foerster Engineering titled "Parking Demand Study" and dated 11/26/01 is enclosed A.2. The enclosed Site Plan and other enclosed Plans have been revised to show 6 truck display stalls along the SR99 frontage and separated into two 3-stall groups by 7 standard parking stalls. In response to your additional comment, 3 small signs "No Truck Parking" have been called out on the Site Plan along the front side of the 7 standard stalls along the SR 99 frontage A.3. The garbage and recycle receptacles will be in an enclosed room along the north side of the easterly/primary building, immediately west of the rental office as called out on the enclosed Preliminary Grading, Utility and Channelization Plan A.4. The enclosed Color Building Elevation Exhibit shows the main building (Building A) elevations. The east elevation shows the typical storage unit building along the south side (Building B) of the site which is the same for the north (Building E) B.1. and west (Building D) storage buildings The impervious area for the development has been calculated as a percentage of gross area as shown on page 11 of the enclosed Level 1 Mite Analysis & Core B.2. Requirement Summary The dimension from SR99 to the existing Regional Detention Facility drainage easement line along the north and south boundaries have been added to the B.3. enclosed Cover Sheet A Road Section showing pavement/feature dimensions and listing the road classification for SR99 and South 340th Street has been added to enclosed BA. Preliminary Grading, Utility and Channelization Plan The SR99 Road Section in conjunction with the Preliminary Grading, Utility and Channelization Plan shows the drainage elements for the frontage improvements C.1. along SR99 An application for Developer Extension Agreement has been prepared for submittal to the Lakehaven Utility District. C.2. The proposed sanitary sewer manholes have been relocated so that the proposed sewer main is at least 7.5' from Buildings B and D. Additional separation is not required since the sewer main will not be deep and Buildings B and D will not encroach into the required sewer easement C.3. Section 16.b of the SEPA Checklist was revised to describe proposed sewer main construction in the wetland buffer and the name for the Lakehaven Utility District was corrected in the revised SEPA Checklist dated 11/9/01 and submitted to D.1. COFW/Art Pederson on 11/9/01 There is a 38' wide travel -way width between Building B and the south side of Building A to provide for the minimum 36' fire access width to the building access openings on both side (actually only along the westerly end of Building A) which is the only place on the site plan where there are access openings on both sides. All other travel -way widths are 30' to provide the 28' fire access width to the building access openings on one side only. Note that the access Openings for Art Pederson February 13, 2002 Page 3 of 5 Building C are along the west face and the access openings for Building A are from the internal/covered loading area COFW/Kevin Peterson memorandum dated 9/20/O1 1) A Road Section showing pavement/feature dimensions and listing the road classification for SR99 and South 340th Street has been added to enclosed Preliminary Grading, Utility and Channelization Plan 2) The enclosed Site Plan and other enclosed Plans have been revised to show a 12' dedication along SR99 3) The enclosed Site Plan and other enclosed Plans have been revised to show 24' pavement, curb, gutter, planter, sidewalk and a 3' utility strip from the back of the sidewalk for the dedication of South 340th Street along the north side of the site. The Plans have also been revised to show the preliminary channelization discussed in our meeting with City staff plan on 1/24/02. The preliminary channelization plan shows the traffic flow in and out of the U-Haul site with a %z right-of-way improvement of South 340th Street (including temporary fire access turn around west of the entry) entirely on the U-Haul parcel. The future alignment west of the U-Haul South 340th Street entry has a —400' horizontal curve which shows the future right-of-way alignment to be at least 20' from the nearest U-Haul building (Building E), to extend to the approximated 100' wetland setback on the property to the north (which is at the top of the fill slope), and to be aligned with the potential/conceptual road alignment shown on the "old" conceptual site plan provided by the property owners to the north. The South 340th Street alignment/channelization shown will accommodate the future extension of South 340th Street to the west to serve the property to the north with a 90 degree turn to the north as shown. Alternatively, the northerly properties can be served in the future by connecting to South 340th Street directly across from the U- Haul South 340th Street entry. 4) A Road Section showing pavement/feature dimensions and listing the road classification for South 340th Street has been added to the enclosed Preliminary Grading, Utility and Channelization Plan 5) The dimension from SR99 to the existing regional Detention Facility drainage easement line along the north and south boundaries have been added to the enclosed Cover Sheet 6) The curb return radius for the south curb return of the intersection of South 340th Street and SR99 has been added to the enclosed Preliminary Grading, Utility and Channelization Plan 7) A note calling for the existing overhead power lines to be under -grounded has been added to the enclosed Preliminary Grading, Utility and Channelization Plan 8) The geotechnical engineer will provide a pavement design listing appropriate materials and thickness for the respective design loads as a part of the final plan submittal 9) See below for responses to Traffic Division comments 10) Per our previous discussion, there were no items on additional the "Commercial Land Use Review checklist" Art Pederson February 13, 2002 Page 4 of 5 Storm system comments 1) Roof drain cleanout connections are shown for each building on the enclosed Preliminary Grading, Utility and Channelization Plan 2) We have reviewed our previous wet -vault volume calculations and corrected the typographical error. The calculations/design also includes the small amount of pavement to be installed as a part of the SR99 frontage improvements and which will be directed to a proposed catch basin with flow splitter to meter a proportionate amount of the tributary pavement drainage to and through the onsite storm water quality facility (please see pages 11 and 12 of the enclosed Level 1 Offsite Analysis & Core Requirement Summary). The wet -vault remains the same size as previously shown and as shown on the enclosed Preliminary Grading, Utility and Channelization Plan 3) The small amount of pavement to be installed as a part of the SR99 frontage improvements will be directed to a proposed catch basin with flow splitter to meter a proportionate amount of the tributary pavement drainage to and through the onsite storm water quality facility as shown on the enclosed Preliminary Grading, Utility and Channelization Plan 4) The storm drainage conveyance system has been revised to direct all drainage to the south end of the storm drainage water quality vault as shown on the enclosed Preliminary Grading, Utility and Channelization Plan Storm system comments 1) The final engineering plan preparation and submittal will address whether the concrete panels in SR99 exist or need to be replaced at the proposed water main connections, and if additional pavement restoration is required COFW/Sarady Long memorandum dated 10/22/01 1) The application was deemed complete per COFW letter dated 9/21/01 2) The final engineering plan preparation and submittal will include a Signal Modification Plan for the intersection of SR99 and 16t` Avenue South where the existing traffic signal along the west side of SR99 controlling west bound traffic will be modified to control movements to South 340,` Street. Additionally, per our discussion on 1/24/02 a new traffic signal will be added along the east side of SR99 to control movements from South 340t' Street 3) Truck turning movements at the driveway intersection with South 340th Street accommodate a typical UHaul truck by the 40' wide driveway with 20' curb returns. An exhibit will be provided. 4) Additional pavement along SR frontage improvements south of the south property line will be provided at the listed taper rate as shown on the enclosed Preliminary Grading, Utility and Channelization Plan 5) A concrete bus stop pad will be added in the planter as a part of the SR99 frontage improvements as reviewed by Paul Alexander (King County Dept of Transportation, Metro Transit Division, 206-684-1599) and as shown on the enclosed Preliminary Grading, Utility and Channelization Plan Art Pederson February 13, 2002 Page 5 of 5 COFW/Art Pederson Request For Additional Information letter dated 12/4/01 Each of the items under the respective code citations are addressed by the enclosed AMERCO/UHaul response letter dated 2/4/02 with attachments This submittal address all of your requested items and/or review comments. Please complete your review so that the Process III approval can be issued and the Process IV Public Hearing can be scheduled as soon as possible. If you have any additional questions, please do not hesitate to call. Sincerely, TRIAD ASSOCIATES Don Hill, P.E. Project Manager Enclosures cc: Parul Butala, U-Haul International, Inc. Ashish Dandavate, Dick Fritshe Design Group Brad Taggart, Builders Inc. AMERCE REAL ESTATE COMPANY RESU6MITTEG CONSTRUCTION DEPARTMENT AMERCO REAL ESTATE COMPANY • 2727 N. CENTRAL AVE. • PHOENIX, AZ 85004 PHONE: (602) 263-6502 • FAX: (602) 277-1026 • EMAIL parul_butala@fc.uhaul.com February 4, 2002 Art Pederson Madonna Planning & Development Services Dear Art: FEB 1 5 2002 It was a pleasure talking to you over the phone. Per our conversation, please find enclosed a copy of the revised site plan and elevation for the proposed U-Haul Project in Federal Way. We have tried to address all your comments in your letters dated September 215` and December 4rth. Comments From letter dated September 215` A. Planning Division Comments. 1) Parking Analysis is enclosed for your review. 2) The six display parking stalls are dispersed into two different areas along Pacific Hwy. See Attached Site Plan. 3) The garbage and recycle receptacles are placed within the building. Location is shown on the site plan. 4) Elevation drawings are enclosed for all buildings. Comments from letter dated December 4rth Section 22-1634 Site Desi n a) General Criteria. 2) Pedestrian areas and amenities are incorporated in the site plan. There are seating areas, outdoor benches, transparent glass at the ground floor incorporated in the site plan. 3) Pedestrian areas are located where they are easily visible and will be best utilized (like near the proposed bus stop). d) Pedestrian Circulation & Public Spaces 1) Pedestrian pathway connecting the sidewalk to main entrance is provided on the site plan. 2) Pedestrian Pathways are delineated using colored concrete. FILE A M 0. REAL ESTATE COMPANY CONSTRUCTION DEPARTMENT AMERCO REAL ESTATE COMPANY • 2727 N. CENTRAL AVE. • PHOENIX, AZ 85004 PHONE: (602) 263-6502 • FAX: (602) 277-1026 • EMAIL parul_butala@fc.uhaul.com 4) Bicycle Rack is provided on the site plan. 5) Outdoor Furniture & Fixtures such as lighting, benches and freestanding signs are incorporated in the site design. Section 22-1635 Building Design: All Districts a) General Criteria 3) No Perimeter fencing is proposed. b) Building Fagade Modulation & Screening options Please see attached revised elevations. c) Building articulation & Scale Please see attached revised elevations. Section 22-1636 Building and Pedestrian Orientation 1) Building is oriented towards the right of way. Entrance and display windows are also oriented towards the right of way. 3) Retail area/showroom is visually accessible from the street. I hope that we have satisfactorily addressed all your comments. If you have any questions or need any further information, please call me at 602 263 6852. Sincerely, Parul Butala. Cc: Don Hill, Triad Associates. Greg Fewins, Deputy Director. TECHNICAL MEMORANDUM To: Randy Carlin U-Haul International From: Stanton Foerster, PE Foerster Engineering, LLC Date: November 26, 2001 Re: U-Haul Center in Federal Way, Washington Parking Demand Study Foerster Engineering, LLC is a full -service transportation planning and engineering firm. The purpose of this report is to evaluate the demand for parking and trip generation for the U-Haul Center in Federal Way, Washington, based on trip generation and other existing U-Haul Center business statistics. The traffic demand and trip generation information for this report were obtained by developing procedures as described in the Trip Generation. 6th Edition prepared by the Institute of Transportation Engineers (ITE), the Urban Land Institute, and the Policy on Geometric Designs for Highway Streets prepared by the American Association of State Highway and Transportation Officials. Mr. Larkins, PE, of Quality Counts in Dallas, Texas, obtained traffic counts used in this report. PHYSICAL CHARACTERISTICS The proposed site for the U-Haul Federal Way Center (the "Center") is located on Pacific Highway South (SR99). The site is 8.27 acres and contains climate controlled and exterior storage buildings. The storage buildings contain 54,975 net rentable square feet of self -storage units as well as a 3,600-square-foot showroom and hitch bay space. This report addresses the parking demand and trip generation for the 31,950 net rentable square feet of climate controlled storage (the "Inside Storage") units. Outside the main building are separate typical mini -warehouse type structures (the "Outside Storage"). Outside the main building are five separate typical mini -warehouse type structures. The parking demand and trip generation for the separate storage buildings was calculated and reviewed as part of this report, but parking demands associated with the Outside Storage will not use the parking spaces allocated for the Inside Storage for the following reason: each Outside Storage unit has an abundance of space directly in front of it for parking by the patron using the unit. COMPARISON PROPERTY The existing U-Haul Center studied for this report was the U-Haul Center in Denton, Texas. The Denton Center is surrounded by the northbound frontage road of IH35E on the south, Meadow Street on the north, and private property on the east and west. A single drive way to the frontage road is the only access. There is no access to Meadow Street. The site is approximately three (3) acres and contains an 86,100-square-foot building. The building contains 55,046 square feet of self -storage units as well as 3,200 square feet of showroom and bay area. Seven parking spaces are designated for loading and unloading to the building. No external storage in contained on the Denton Center site. TRIP GENERATION In an attempt to illustrate the unique trip generation characteristics of a typical U-Haul Center, Foerster Engineering, LLC reviewed data obtained by Quality Counts on Tuesday, March 24, 1998. The counts were obtained by placing a tube -type counter across the driveway. In the following table, the Denton Center trip generation information is summarized. TRAFFIC COUNTS FOR THE DENTON U-HAUL CENTER March 24, 1998 Total Vehicles In Out 1 0 Time of Day 7 AM 1 8 AM 1 1 0 9 AM 2 0 2 10 AM 1 1 0 11 AM 3 2 1 Noon 3 1 2 1 PM 1 0 1 2 PM 3 2 1 3 PM 2 1 1 4 PM 3 2 1 5 PM 3 1 2 6 PM 2 1 1 7 PM 1 5 0 1 After Hours* 2 15 3 Total i 31 16 *After hours traffic is comprised of two types: (i) customers unfamiliar with the center's hours and (ii) employees. Parking Demand Study for the U-Haul Center in Federal Way, Washington Foerster Engineering, LLC Page 2 of 4 The Iqp Generation 6th Edition provides an average rate of 2.50 trip ends per 1,000 square feet of gross floor area (GFA) for Mini-Warehouse,(ITE Land Use —151). The ITE information is very reliable, and in most cases, can be used without any modification. If the ITE numbers were applied to the Denton Center (86,100 square feet) GFA, the weekday trip generation would be 215 trip ends. In comparison with the actual counts, the ITE information is 6.94 times too high. BUSINESS TRANSACTIONS To determine if the traffic experienced at the Denton Center was typical for a weekday, the business transactions for the Denton Center on Tuesday, March 24, 1998, were compared to other weekdays at the Denton Center. The 24th of March represented a typical business weekday for the Denton Center. CONCLUSION The U-Haul Centers are not typical mini -warehouse facilities. The unique design allows patrons to load and unload vehicles at special loading area. This area is located immediately adjacent to the building and provides internal access to each self -storage unit via corridors and lifts. Typical mini -warehouse storage is configured in long rows of storage units accessed form garage -type doors via private common alley/roadways. The mini -storage facilities used to determine the ITE trip generation information contained minimal or no ancillary space. This means that 100% of the GFA was devoted to storage. In the case of a typical U-Haul Center, approximately 66% of the building is dedicated to storage. The other 33% is ancillary uses: corridors, mechanical, etc. Another distinguishing characteristic of U-Haul Centers is restricted access. Patrons may access the storage units at a U-Haul Center between 7 AM and 7 PM, six days a week, and 9 W to 5 PM on Sunday. Typical warehouse and mini -warehouses may use access gates and allow access 24 hours a day, seven days a week. In the case of the Federal Way Center, there is only 31,950 net rentable square feet of Inside Storage in the main building. It is because of the reasons mentioned above that the U-Haul Centers should, and do, experience lower trip generation than typical mini - warehouses studied in the ITE report. The small showroom and bay area associated with the U-Haul Centers do not generate an excessive amount of traffic for two reasons: (i) this retail is a destination -purchase site and (ii) several of the retail customers are also rental and self -storage customers. The destination -purchase site is visited by customers who intend to buy and not browse among the inventory. Customers arrive at the U-Haul Center with the intent of purchasing services provided on site and/or moving supplies. Customers generally Parking Demand Study for the U-Haul Center in Federal Way, Washington Foerster Engineering, LLC Page 3 of 4 already have in mind the specific supplies needed to complete their projects; this translates into very short retail visits. Based on the traffic counts (26 trip ends during business, hours) and the business transactions for the Denton Center (55,046 net rentable square feet) on March 24, 1998, the appropriate trip generation rate factor for a U-Haul self -storage location with a showroom and bay area is 0.47 average weekday trip ends per 1,000 net rentable square feet of Inside Storage. The weekday PM Peak Hour of the Center is 7 to 10% of the weekday trip generation; the appropriate trip generation rate factor for a U-Haul self - storage location with a showroom and bay area is 0.047 average weekday PM Peak Hour trip ends per 1,000 net rentable square feet of Inside Storage. The economic forecast for the Federal Way Center predicts approximately the same transactions rate as the Denton Center. The average weekday PM Peak trip ends per 1,000 net rentable square feet of Inside Storage for the Federal Way Center (31,950 square feet) is 2. The ITE trip generation rate for Mini -Warehouse (Land Use: 151) is 0.26; the average weekday PM Peak trip ends per 1,000 GFA of Onside Storage for the Federal Way Center (23,025 square feet) is 6. The total PM Peak Hour trip generation for the proposed U-Haul Federal Way Center is 8. The 7 parking spaces designated for customers only and the parking available in the loading area (4+/- unmarked spaces) will be sufficient to handle the parking demand associated with the U-Haul Federal Way Center. Parking Demand Study for the U-Haul Center in Federal Way, Washington Foerster Engineering, LLC Page 4 of 4 GENERAL NOTES: I U a e I e t o SYbCLEAR TEl 1 GL. % MfiTA4 CAN�SC7Yr C. SUPPORTS R74 p4C> 17 3T AL%K - DRVIT EFI6 COLOR - GRAY FROM iLf.OR 5^ BLUE MILACK•) TRIP' - TYM ] CLTET'y Gk.Y l42 pRYV1T BANK , rCOLOR MATCH - BK BLUE1 1� 35'• V - TOP OF PAR3ApFT ) 26'-4" - - LOW PROOF OMT OF _��...— _....___ ... . FiT III FfN,( F1.COR _■. . ^DRYVIT EFTS COLORMANN - GRAY FROST FIN- 51aO.UROC.M FLOOR •1 J nxla' METAL SEGTIDI'laL ox B'-0'kB'-0' STORAGE Ocx:w2 J DOUR C4LC1s�& ecx u L SLACK ALlr ® -0, FIN• FIRST FLOOR E a s t E I e v a t 1 on L- CONCRETE TILT PANEL [REFER (SHET.um.a" Lamb D. GAL PN 5T673) TO STRi)CT) (COLOR ADDITIVE: SILVER SMOKE BY DAVIS COLORS) 6,.w CLEAR 7191P 6L 'A14 METAL CANOPY AND WFTH ANOD12ED ALUM. )SLAG') TPZM - 7YP SUPPORTS COLOR - BANG FROST 3,'-®" BLUE VTT f�18 COLOR -GRAY DRTVIT EFS y T PAI2AP6T \ T/- SIERRA SUNSET STRIPE (TYP) (COLOR MATCH BANG BLUE) ■ NIGH POINT GCr ROGF 1JkL ■ - — - T- - - r - - •- 15'-8- - FIN. 5ECON:;D FLWR PtiJ. SHGU11200P'1 FLOOR — — FIN.FIRSTFLOOR North Elevation -vi�O. TOP OF PARAF°E I .L F F311L SEGONO FLOOR FIN. SHOl11ROOf•'I FLOOR �F1N. PIRST FLookFIRST FLook 3R'-O" TOP OF PARAPET RN. FLOOR 4.-,. FfN. 5FI01'T FLOOR . FIN. FROST FLOOR South Elevation DRYVIT EFI5 COLOR • G1YAY FROST W.49'kO--G• STORAGE DOOR ,:�CryC Tp TILT PANEL (REFER To STFyCT)(COLOR ADDITIVE, 51LVERSMO BY DAVIS COLORS) SILVER SMOKE BY DAMS •� COLORS) DRYllr E�9 (COL CO. MATCH 5A 9 Er West Elevation OTACPEIE TNLT PANEL I{R TD STLCGLOR ADDITDITIVE• SILVERR SMOKE C OY DAVIS COLORS) METAL CANOPY AND SUPPORTS COLOR - BANK BLUE ® 2002 U-HAUL INTERNATIONAL 1 REVISION& I 1 PROFv�SICNAL SEAL, 1 ARCHITECT LOGO: AMERCO RFAL13' Ut CMU"y COI6TRr7ON I�ARRM I'll :H d•7N�R.4. AY]IE FVZRMID ARMUM SM P. (&=) 263-65= F, (687)TT1-= 517E ADDRESS, U Mul Cenler of Federal tYa; 34001 PACIGIC HW1" SO. FEDERAL WAY, WA90003 SHEET CONTENTS: ELEVATIONS 701 DRAWL % Al cf� qq-3 ss ClTy OF 33530 1ST WAY SOUTH, FEDERAL (206) 661-4000 WAY, WA 98003-6210 U s September 21, 2001 Don Hi I I Triad Associates 11814 1 15?h Avenue N. irsirklaiid, XITA »034 iTiu Fax: 4125 821-3481 RE: NOIT€CE OF CaOMPLETE APPIL,.CAT.�.21�I - T1T llTTT nT Tl1T T1T\TTTl1-T • T TATT.O 1, �T M 1c� VUFS r V1c AVV111V1V1�L llrl' VR1YlAl1Vl� l i Haut Mini -Storage and Truett Rental Facility 34v01 Pacific Highway South i'PfiPYa� way Nile Nos. 01-103407-110SI: (CS,'H.FPA)/01_11 34i--I,_(li1JF;F'rocess TIVIVl Bear Mr. � sill: T lie Department of Conunuruty Developr:ert Services has completed its initial review of rile following information submitted on August 29, 2001. SETY", Checklist, dated o/fainn0 ; Prefiminary Architectural Site Plan, prepared by triad Associates, dated 7/10/2001; Preiirninary Architectural Elevations, prepared by AIMRCO, dated 5/14/2001; Preliminary Landscape Plan prepared by Triad Associates, dated 07/1-0/2001; Preliminary. Grading and Utility Plans prepared_Triad Associates, dated 1/1.0/2001, Boundary_ and Topographic S,arvey s prepared by Triad Associates, dated 6/10/2001; Wetland Delineation Analysis by Associated Earth Sciences, dated 8/24/01; Drainage T ec_►uical 1nTor►nation Report (Level 1 Offsite Analysis and Core Requirement Suran3m7y) by Triad Associates, dated 6/14/2001; Preliminary Geotechnicai Report prepared by Associated Earth Sciences dated 6/13/2001; Title Report by Transnatlon Title insurance Company, dated 5/3/20v1: The inL-.nnation is for the proposal to construct a 65,000 square foot inini serf storage and truck rental facility with covered RV (recreation vehicle) parking. The property is currently undeveloped. Please consider this letter as a T offer rf C(nrnzpLeteness. Pursuant to FWCC, the application is deemed complete as of Septemaber 20, 20011 based on the submittal requiremients for the State FILE NOTICE UFC0A1FLETEAPPLIc.4TIUN t1 MAUL SELF-S'TUR4GE AND TRUGA RENTAL FACILITY 077FILENos: 01-103407-00SE; 01-103406-00t.TP PAGE 2 Environmental Policy Act (SEPA), Process III (FWCC Sec 22-386) and Process IV A roval (FWCC Sec. 22-431). The time line for reviewing the project has started as ce this dateAs this P is an Expedited Review project there is an expedited tune line that takes precedence over the legally mandated 120-day time line. According to the agreed upon Scope of Work provided b Madrona PIanning & Development Services the estimated time frame for issuance of the process III decision is 78 days. It is this time frame in which the SEPA, Process III and most of process IV review will occur. Please note, the legally mandated time -line and the Expedited Review time line are stopped at any time that the City requests additional information. Having met the submittal requirements, your application is now ready for processing. Therefore pursuant to the FWCC, a Notice of Application will be published in the Federal Way News on September 26 and other public notice will be given based on City procedures. The Department of Community Development has responsibty to notify other agencies that may have jurisdiction over your development project or an interest in it. Technical Review Comments Pursuant to the City's determination of a complete application, provided and additional technical informatthe fallowing comments are being ion is being requested following a preliminary review of the application by the Department of Community Development Services. With this request for additional information, the Expedited Review time frame is suspended. It will be re -started within fourteen (I 4) days of the date of your complete response to this r uest. eR A. FLA1VNZNGD1'vzvoN (Art Pederson, 206.297.2106) t' A parking analysis was not received with the submittal pursuant Land Use Division comments from,rim Harris in the to Item No. 5, Pre_application Meeting letter Of June 6, 2000. 2. In a letter to Mr. Randy Carlin of U-Haul International from Jim Barris, Senior Planner of the City and dated 11/21/00, Mr. Harris wrote that "the City is supportive of a maximum of six (6) aver -sued parking stalls" for truck parking and display along the Pacifzc Highway S street frontage. FL her, he states, ' e six display stalls along the pacific Highway &antage (muss) be dispersed into at least two different display areas" The submitted plans do not reflect this requirement. Please correct and re -submit the affected plan sets 3 • The site plans do not show the location of garbage and rec yc fing es or submit the affected plan sets. Proposed method of screening pursuant to FWCC 22-949, pl a correct and rehe 4. Storage Units. Please submit color and material elevation drawings of all sides of the storage units that will line the perimeter of this site (and therefore be visible from the public right of way). Storage unit buildings, as part of commercial NOTICE OF CO MPLETE APPLICATION UHAUL SELF-STORAGEANDTRUCKRENTALFAC.TLITY C;TvFILEMOS.: 01-103407-OOSZ 01-103406--OOU° PAGE 3 development application, are subject to the Community Design Guidelines of FWCC 22-1630. B. PuBLIC WORKS DEPARTiifENT: (Kevin Peterson, Engineering Plans Reviewer, 253.661.4037) See enclosed comments from Kevin Peterson, Engineering plans Reviewer and the following: Calculate the impervious areas listed as a percentage of gross area. 2. Provide dimensions on north andsouth boundary lines to permanent easement lines. 3. Provide dimensions and street classifications for Pacific Highway South. 4. Show cross section views of all drainage elements for frontage improvements. C. LAKE AF4 E'EN UTILITY DISTRICT: (Mary Young, Development Services Supervisor 253.946.5400) 1. A developer extension agreement will be reglaired to extend mainline water and ill sewer F iacil�tiw to serve the site. It iS rei.0ii"iii7eiided that the Oi"v7ieT apply separately to the District for this process as soon as possible to avoid delays in F - constriction. Please allow 3 to 4 months wr plan review eview and approval. 2. The proposed sewer maw appears to be too close to the proposed southerly structure. 3. For SEPA: General construction activities for utilities have not been described as required in Section 16.b of the checklist. Proposed sewer construction in the wetland buffer should be specifically addressed in the checklist. The applicable water and sewer utility for this site is Lakehaven Utility District, not Fairhaven as stated in the checklist. ;. .Federal Wav Fire Department: (Greg nrozek, Assistant Fire Marshal 253 946-7241) Required fire lanes in mini -warehouse complexes shall have a minimum clear width of twenty-eight (28) feet where there are warehouse access openings on one side ofthe fire lane and thirty-six (36) feet where there are warehouse access openings on both sides of the fire lane. This Request for Additional Information represents an initial technical review completed by the Department of Community Development Services. Additional comments coerts may result from the City's review of additional information requested. If you should have any questions regarding this letter or your development project, please feel free to call me at 206.297.2106, or Greg Fewins, Deputy Director, at the City of Federal Way, at 253.661.4108. NOTICE OF COMPLETE A PPLICATION U HAUL SELF-STO RAGE AND TRUCK RENTAL FACILITY CrrYFiLENoS.: 01-103407-DOSE 01-103406-OOUP 5..y, Art Pederson Contract Associate Planner Madonna. Planning & Development Services Encl.: Comment memorandums from: Kevin Peterson dated 9/12/2001 Mary Young dated 9/13/2001 Cc.: Greg Fewins, Deputy Director (w/out encl.) Kevin Peterson, Engineering Plans Reviewer (w/out encl.) File PAGE 4 0a'1S5 4CIT�YOF DATE. TO: Art PedQrso; FROM: Kevin Petersori SUBJECT: U-HAUL FACILi l Y - (01-10:)'T06-00-UP) 34001 PACIFYI- HVIY c MEMORANDUM Pi:b:ic VvJorks Department After reviewing the preliminary plans submitted, and a visit to the site, Public Works Development Services has determined the application complete, with the fol!owing items to be addressed: Comments relating to the site plan: 1) Provide a section vie�,v of the pnoposed frontage improvements on Pacific Highway South on the site plan, including dirnensuic. The section should show the existing asphalt, new curb and gutter, planter strip, exisung right-of-way Fine, and proposed right-of-way line. Please indicate cn, the p!.a� the dus i ;cueiun of Pacific Hig;7,-ay South as a Princip::I Arterial.' 2) Per the �'�I r-tJ:'y *'vo'-i`!r'_ ".-:" :.tom"r dai-mod 1. "Il. 2L 2001 a 12-fJvt i i�1:it-ef-�^ray dedica*ion is required eiong the Pici;ic !"i, :_y youth frontage to allow for the placement of the above street improvein^nts. Plans n ed LC d� ie`-ised to reflect ti"lis dedication. 3) Also noted in the nnodifica0u}i -he proposed S 341'`.St roadway along the north property l; ti l a t i „ t, � b- Sidewalk. line sr�a�I h�,de �, f`CC :,T �4.vClilclit „f;d a 3-foo� utility strip offset fro;. i.l. pack of the si Sortie addidanal Vrii iii of riJi"it' 1'.' iy dedication may be necessary to acccrnin odate this street section'. A!So, exte id File rig': it U' -;:ay dedication line west, to the east-eriy line of the permanent easement line. 4) Provide a section vie',>r o; trie proposed S 341't St roadway on -the site plan, including dimensions. 5) Provide dimensions for ti i% exisbr;g right-of-way and existing street in;provements for Pacific Highway South on the site plan. b) Provide the curb radius diinerisiu;; at the south curb return of the new S 341'' St intersection with �, 5,,.. Pacific- Hig! v.ia cuih. 7) Per Federal %Nay nit; Coc;�' !_•: �) ?5-�k7, the overhead utility lines along the property frontage will need to S^e f:! :c :+ ,:nd r c,ruund. Ally ri .h utility iines along the new S 3 }i't St and new service 110nnectiors to tl.ie bu;!° :I;cj !, — underground. R) The GebrTech Repart ,.ii! n ci t,_� address design pavement thickness for al! r�oadways and drive aisles. Paver,ent de ign t1li4kil�Ss for Fire Department access ways within the site shall be designed p::r Fedej;=l `�::y Fire C::_rart;nent load requirements. 0) Please addlr(ss adui i 11"1s , ccr;;nenLs provided by the city's Tr i=iC Division. 10) Please address itc "rC,.;i_ ji: Cii? :at;'Cheri Commercial Land Use i?evie-oi Checklist. • Comments relating to the stool system, 1) Roof runoff` shall bC b Nd;i!- [c i c.pproved surface water systern. i 2) Please revieyy the wettla!!'•t l rnt� Cv.Iulatiohs:7t appears the volli :le calc is low, and the vault ma,,, need Lo he i:-:f. ___ ?) Morm drai'aye IS reil'1j!r ,d la-c Nu!"r o' the frontage improvements. Ne',A inlpervio-us areas, as part of the frontage irnproverne!!r—s' aiid pub ect to vehicular traffic, shall be treated for water quality. 41 The storm inlet at the, rio!'th P-rid o.F the wetvault should be Corphined '.vith t!?e system !rilet at the South, to provide the grea4 esi-- +1 r:; ath lenrith through the vault. M isvel la neo us: The following are provided to the applicant for information only, as they may affect the extents and costs of improvements in -Pacific Highway: Sc.utli. 1) The watirli::e connections in Paofic l'lighway may be ocated,'under thQ old concrete.roadfway. If the waterline is found to Lie u icier the concrete, thee! the Concrete pariels may need to he replaced, and the asphalt restored per any conditions of the, Right -of -Way Permit for the waterline connections. Ariditir:r? lly, �<1 �! Lj:,j -tday South is currently. undergloin 1 ter? : sphalt overlay project in the v �ir!ity of :l,e it— !f �:i':c i . �rl y project ext-ills aliDhg the frontage of tile- site, additional street roaia-1 rte rf1aV be required. Er 31627 1st Avenue South 4, P. O. Box-4249 ♦ Federal Way, WA 98063 Col1'31, l LiNl ITY DEVELOPMENT 'Ai REVIEW COMMITTEE AGENDA OF: Se.pteilibr t 3, 20{J 1 ATTN: Mr. Art Pederson Contract Planner (Malrona) SUBJECT: Agenda Item No. 5 - U-1-laul Self Storage/Rental Facility 01-103406-00 (UP4)/01-103407-00 (SEP) COMMENTS: A developer extension agreement will be required to extend mainline water and sewer facilities to serve the site. It is recommended that the Owner apply Sip ualc l:✓ to the District for this process as soon as possible to avoid delays in construction. Please allow 3 to 4 months i— ptan review and approval. The proposed sewer malri Llppe_irS to buu tco rlos' to the proposed southerly struotu.::. SEPA: General construction activities for utilities have not been described as required in Section 16.b of the checklist. Proposed sewer construction in the wetland buffer should be specifically addressed in the checklist. The applicable water and sewer utility i:or this situ is Lakehaven Utility District (several references to "Fairhaven" in the checklist). RM Mary. Yc�bng Dev lopment Services'-Supervisor Direct Line: (253) 946-5400 FA`-: (253) 529-4081 E-mail: myoung@lakellavea.org Date: Oct-.-22-01 03:57P Madvona Planning and Dove 206 297 2301 P_01 e0Fj=—. 335M I ST WAY SOUTH DATE: TO: FROM: SUBJECT: October 22, 2001 Art Pederson_ Madrong Planning Sarady Long, MEMORANDUM Public Works Department Post -it' C Fax Note 7671 n,1010 21- of To ,' ? From L^�) xs J Co. Fax a _14 11-11AUL FACILITY - (01-103406-0C 34001 PACIFIC HWY S After reviewing the submitted materials and a site visit, l have the following comments. 1. The application is/complete. 2. A T1A is not required for this development. However, the applicant must submit signal modification plan for the SR 99 at 16`' Ave S. Please refer to Right of Way modification from ken Miller, Deputy Director dawd January- 22, 2001_ 3 Thc site shall be constructed to accommodate trucks turning irnlout of the site without obstructing tmiiic on the main street. Truck turning path al the proposed drivc,,va_y and street connccting to SR 99 should be submitted to the City. Auto -Turn computer software may No used in the analysis_ 4. Tapers and transitions beyond the site frontage must be provide and depicted on the site plan_ Taper rate shall be W S"2/60. 5. Transit facility on SR 99 must be addressed. Please contact King County Mctro at 206-684-1599 for comments_ I..;1C S DC1 DOC S1SA V E128468999075 _ DOC L aSvd 8£LVOIZ -oN uollpoilddv R q 3 SS_ CrrY OF 33530 1 ST WAY SOUTH December 4, 2001 Don Hill Triad Associates 11814 1151h Avenue NE Kirkland, WA 98034 Via Fax: 425 821-3481 (206)661-4000 FEDERAL WAY, WA 98003-6210 RE: REQUEST FOR ADDITIONAL INFORMATION Regarding proposal review under Federal Way City Code (FWCC) Article XIX Community Design Guidelines for U Haul Mini -Storage and Truck Rental Facility 34001 Pacific Highway South File No. 01-103406-OOUP Dear Don: I have completed a preliminary review of the project proposal under the City Community Design Guidelines (FWCC Article XIX). The fallowing comments and requests pertain to items addressed in the design guidelines that either need clarification or where incomplete information regarding the building design was submitted. Please note that this review is not complete, other issues under these guidelines may arise as I am still waiting for additional building and site design items from the September 21, 2001 Letter of Completeness and Request for Additional Imfo<rm at? tin. . ' Section 22-1634. Site Design a) General Criteria 2 and 3) Please explain and show the manner in which this guideline has been addressed. d) Pedestrian Circulation and Public Spaces 1) A pedestrian pathway connecting the sidewalk on Pacific Highway South with the main building entrance must be provided. Consideration should be given to the Metro bus stop to be located either in front of the property or to the north of S 341St Street (see comment #5, October 22, 2001 memo from Sarady Long, Public REQUEST FOR ADDITIONAL INFORMATION U HAUL SELF -STORAGE AND TRUCK RENTAL FACILITY CITYFILENOS.: 01-103407-DOSE, 01-103406-OOUP PAGE 2 Works Department). Pathway placement should also respond to existing or proposed crosswalks on Pacific Highway S. A second, but smaller pedestrian path should be included across the southeast corner of the site for travel to and from the south. 2) Pedestrian Pathways. Please respond to this criterion in light of the required pedestrian connection above. 4) Bicycle Racks. A simple "ribbon" rack capable of holding 3-4 bicycles should be adequate. Convenient placement close to the front entrance and street is important. 5) Outdoor Furniture.... Please describe how this proposal addresses this requirement. fj Commercial service and Institutionai "Facilities. 2) Site Utilities. Please locate these utilities in the site plan. and describe how their location and design complies with these criteria. Section 22-7635. Building Design: All Districts a) General Criteria 3) Will perimeter fencing be utilized? If so, please describe the manner in which they address this criterion b) Building Facade Modulation and Screening Options. The elevation drawings submitted with this application show small canopies and the use of modulation on the front facade. However, the two (2) side facades will also be visible from the right of way and therefore are covered by criteria 1-4 in this sub- section. Please review these criteria and show and describe how they are addressed by this proposal. This criterion also applies to the rear of all storage units that are visible from the right of way. c) Building Articulation and Scale. The elevation drawings submitted with this application show some articulation but predominately the walls are non -articulated. Again; in addition to the front facade the two (2) side facades will also be visible from the right of way and therefore are covered by criteria 1-3 in this sub -section. Please review these criteria and show and describe how they are addressed by this proposal. This criterion also applies to the rear of all storage units that are visible from the right of way. Section 22-1636. Buildiniz and Pedestrian Orientation. Consider this guideline when responding to 22-1634A above. Section 22-1638. District Guidelines c) Business Park. 1) Please review in light of above comments regarding pedestrian pathways and REQUEST FOR ADDITI0ArAL INFORMATION PAGE 3 U HAUL SELF -STORAGE AND TRUCK RENTAL FACILITY CITYFILENOS: 01-103407-OOSE, 01-103406-OOUP access.:. This Request for Additional Information continues the suspension of the Expedited Review time frame. It will be re -started within Fourteen (14) days of the date of your complete response to this request. If you should have any questions regarding this letter or your development project, please feel free to call ine at 206.297.2106, or Greg Fewins, Deputy Director, at the City of Federal Way, at 253.661.4108. Sin y, Art Pederson Contract Associate Planner Madonna Planning & Development Services Encl.: Comment memorandums from: Kevin Peterson dated 9/12/2001 Mary Young dated 9/13/2001 Cc.: Greg Fewins, Deputy Director (w/out encl.) Kevin Peterson, Engineering Plans Reviewer (w/out encl.) File U tHaul City of Federal Way, Washington �it6u kill l I �--L) � Level 1 Offsite Analysis &Core Requirement Summary I Issued: June 14, 2001 Revised: February 8, 2002 Prepared By: Triad Associates 11814 — 115th Avenue NE Kirkland, WA 98034 Prepared For: U-Haul International, Inc. 2727 North Central Avenue P.O. Box 21502 Phoenix, AZ 85036-1502 'UW ... IVA TRIAD ASSOCIATES February K. 2002 Triad Job No. 99-355 U I laul City of Federal Way, Washington Level 1 Offsite Analysis & Core Requirement Summary Issued: June 14, 2001 Revised: February 8, 2002 Prepared By: Rebecca S. Cushman, P.E. Barnaby D. Hoit Reviewed By: Mark A. Reeves, P.E. TRIAD ASSOCIATES February 8 2002 Triad Job No. 99-355 L Triad Associates U-Haul Federal Way Job #99-355 Table of Contents 1 PROJECT OVERVIEW.......................................................................................... I 2 STUDY AREA DEFINITION AND MAPS........................................................... 3 2.1 BASIN RECONNAISSANCE SUMMARY REPORTS .................................................... 3 2.2 FEMA FLOODWAY MAPS.................................................................................... 3 2.3 ENVIRONMENTALLY SENSITIVE AREAS MAP ....................................................... 3 2.4 KING COUNTY SOILS SURVEY............................................................................. 4 3 FIELD INSPECTION SUMMARY........................................................................ 5 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS... 7 5 COMPLIANCE WITH CORE REQUIREMENTS .............................................. 8 5.1 DISCHARGE AT THE NATURAL LOCATION............................................................ 8 5.2 OFFSITE ANALYSIS.............................................................................................. 8 5.3 FLOW CONTROL................................................................................................... 8 5.4 CONVEYANCE SYSTEM........................................................................................ 8 5.5 EROSION AND SEDIMENT CONTROL..................................................................... 9 5.6 MAINTENANCE AND OPERATIONS.......:................................................................ 9 5.7 - FINANCIAL GUARANTEES AND LIABILITY.......................................................... 10 5.8 WATER QUALITY.............................................................................................. 11 5.8.1 Wet -vault Sizing Calculations.................................................................... 11 5.8.2 StormFilter Sizing..................................................................................... 12 6 SPECIAL REQUIREMENTS...............................................................................13 6.1 OTHER ADOPTED AREA -SPECIFIC REQUIREMENTS ............................................ 13 6.2 FLOODPLAIN/FLOODWAY DELINEATION............................................................ 13 6.3 FLOOD PROTECTION FACILITIES......................................................................... 13 6.4 SOURCE CONTROL............................................................................................. 13 6.5 OIL CONTROL.................................................................................................... 13 APPENDIX 2/8/02 Page i Triad Associates U-Haul Federal Way Job #99-355 Executive Summary The project proposes to construct a storage rental facility and rental store on an approximately 4.3 acre site fronting Highway 99 in Federal Way, Washington. The existing site is filled to a level pad and is adjacent to the Kitts Corner Regional Detention Facility, which will provide detention for the developed site. The project proposes onsite water quality treatment with a wetvault followed by a Ston- Filter leaf compost system. The project is directly tributary to the regional facility and no significant drainage problems are identified. 2/8/02 Page ii Triad Associates U-Haul Federal Way Job 499-355 1 Project Overview The project proposes construction of an approximately 65,000-sf mini -storage and truck rental facility on an 8.28-acre site in the Federal Way Business Park (BP) zone. The property is approximately rectangular with approximate dimensions of 1,100 feet deep (east -west) and 330 feet wide (north -south). The western 4 acres of the parcel is dedicated as a permanent easement to the City of Federal Way for the Kitts Corner Regional Detention Facility (KCRDF), with the remaining 4.3 acres proposed for the development. The site is within the City of Federal Way in the NE V4 of Section 20, Township 21 North, Range 4 East W.M. The site is located south of 160' Avenue S. and Pacific Highway South intersection, with the eastern property frontage directly on Pacific Highway South. Please see the Vicinity Map below. SITE rn rn �l S 348TH / S7 FEDERAL WAY } a 0 w z Q U z w L-0 l� l� N t_ Vicinity Map (not to scale) fLLI Q O 2/8/02 Page 1 Triad Associates U-Haul Federal Way Job #99-355 L L L L L The proposed project will access from a proposed road (SE 341st Street) to be extended from the Pacific Highway South and 16th Avenue South intersection (the project proposes a half -street only), along the northern property boundary. Public water and sewer will serve the project. Please refer to the Preliminary Grading and Utility Plan (submitted concurrently with this report). 2/8/02 Page 2 Triad Associates U-Haul Federal Way Job #99-355 2 Study Area Definition and Maps A variety of published sources was consulted for general site information, as discussed in the following section. 2.1 Basin Reconnaissance Summary Reports The project falls within the Hylebos creek basin, which is addressed by the Basin Reconnaissance Report No. 3, Hylebos Creek, February 1986 (see the Hylebos Creek Basin map, annotated with the site location, is in the Appendix). This map outlines the large basin upstream of the site and shows that tributary 0014A flows through the western half of the site. This reconnaissance report is old, and not up-to-date in several aspects. For instance, the report identifies the need to restore detention capacity along tributary 0014A in the site vicinity. Since the preparation and publishing of the Basin Reconnaissance Report, this has been addressed by the Kitts Corner Regional Detention Facility (KCRDF). 2.2 FEMA Floodway Maps An annotated FEMA map excerpt is included in the Appendix. As shown, the site is in Zone C (no significant flooding). 2.3 Environmentally Sensitive Areas Map From the King County Sensitive Areas Portfolio, the Streams and 100 year Floodplains Lmap for the site is included in the Appendix. No floodplain is indicated near the site. The stream flowing through the west end of the site is mapped as transitioning from "Unclassified" (upstream) to "Class 2 (with salmonids)" (downstream). L L 2/8/02 Page 3 I Triad Associates U-Haul Federal Way Job #99-355 r 2.4 King County Soils Survey According to the King County Soil Survey, the site is primarily Norma sandy loam (No) and Everett-Alderwood gravelly sandy loam (EwQ (annotated map excerpt included in the Appendix). I L L L L L. 2/8/02 Page 4 1 Triad Associates U-Haul Federal Way Job #99-355 3 Field Inspection Summary rY On March 28, 2001, Bamaby D. Hoit, a representative of Triad, visited the site and observed the existing drainage conditions. The day was overcast with sporadic light showers. The site is adjacent to the Kitts Corner Regional Detention Facility (KCRDF) and will discharge directly to the regional facility. The KCRDF outfalls to the King County Tributary 0014A, which is (eventually) tributary to Hylebos creek. Because the site is a small portion of the overall basin tributary to this downstream conveyance and is tributary to the regional facility, no further downstream inspection was conducted. The site is currently a level fill pad that approximately matches the grade of Highway 99 to the east and the commercial properties to the south. This fill was placed during the construction of the KCRDF, and is the material excavated for the regional facility. The fill extends to the northern boundary of the adjacent property to the north. At northern edge of the fill is the gravel access road for the regional facility, off Highway 99. The natural grade to the west of the roadbed is typically lower than the site, and drainage from the north is collected in tightline conveyances that are tributary to the KCRDF. No significant offsite flows are directly tributary to the site. Along the site's frontage is a rough ditch (appeared to be formed between the fill onsite against formerly exposed rockery for the Highway bed) that collects road runoff and routes it north to tightline kconveyances tributary to the KCRDF. At the south end of the site frontage along Highway 99, the last catch basin in a tightline system (from the south) appears to discharge into the site (field survey identified an outlet from the catch basin to the west). Field investigation could not locate the outfall from this catch basin and the catch basin during light 28, 2001 Based was observed to surcharge a rain event (March site visit). on Lfilled these observations, Triad suspects the catch basin's outfall was buried when the site was KCRDF The to its current. elevation (as part of the construction). project proposes to route the flows from this catch basin in a new tightline drainage system to the proposed L2,8,02 Page 5 L Triad Associates U-Haul Federal Way Job #99-355 outfall to KCRDF (see Preliminary Grading and Utility plan, included in the Appendix). These offsite flows would bypass the onsite water quality facilities. r r r I L L L L2/8/02 Page 6 L Triad Associates U-Haul Federal Way Job #99-355 4 Drainage System Description and Problem Descriptions The site is graded to sheet flow west and then enters a swale at the west end of the site, just before the steep embankment that marks the edge of the site fill pad. The swale drains north to a settling pond located just offsite. The settling pond discharges through a tightline system (two runs of pipe) to Kitts Corner Regional Detention Facility (KCRDF). The outfall from the tightline system is an energy dissipating structure located in the habitat -enhanced channel upstream of the regional facility proper. No drainage problems were observed in the offsite system or have been discovered in discussions with the city. The interception swale onsite does not appear to have been maintained. The site drainage appears to be the remnants of an erosion and sedimentation control program associated with the previous grading activities. The upstream tributary areas are discussed in the previous section. Note the only observed drainage problem in the site's vicinity is the catch basin in the site's frontage, which appears to have a pluggediburied outfall (discussed in the previous section). As shown on the Preliminary Grading and Utility plans, a new tightline drainage conveyance will be constructed to convey this drainage to the proposed project outfall to KCRDF. L L L2/8/02 Page 7 L Triad Associates U-Haul Federal Way Job 499-355 1, L__ i 5 Compliance with Core Requirements The following is a summary of how the project proposes to meet the core drainage requirements. 5.1 Discharge at the Natural Location The existing site has been filled and graded, so that the natural drainage patterns cannot be verified. However, observing the surrounding properties suggest the site flowed to the west and entered the tributary of Hylebos creek. Currently the site is graded to sheet flow west and then enters a swale at the west end of the site. The swale drains north to a settling pond located just offsite. The settling pond discharges to the Kitts Corner Regional Detention Facility (KCRDF). The site's proposed tightline outfall is to the KCRDF. The KCRDF is designed with allowances for the site drainage and discharges to the Hylebos creek. 5.2 Offsite Analysis See the preceding level 1 offsite analysis in this document. This analysis is fairly abbreviated, as the site is directly tributary to the regional facility. 5.3 Flow Control The project proposes to discharge directly to the Kitts Corner Regional Detention Facility, which is designed to provide detention (flow control) for its regional tributary area. 5.4 Conveyance System Drainage from the largely impervious proposed site (driveways, parking, and roofs) will be collected and conveyed in a tightline conveyance system to the proposed water quality facilities onsite. The conveyance system design will be analyzed in detail (backwater modeling) during the final engineering. 2/8/02 Page 8 Triad Associates U-Haul Federal Way Job #99-355 5.5 Erosion and Sediment Control During final engineering, a Temporary Erosion and Sediment Control (TESC) Plan will be prepared per the 1998 KCSWDM (Appendix D: Erosion and Sediment Control Standards) to meet Core Requirement #5: Erosion and Sediment Control. The plan is intended to prevent the transport of sediment from the site to significant drainage features and adjacent properties. The plan will include recommended Best Management Practices (BMPs) for all seven measures recognized by the KCSWDM: Clearing Limits, Cover Measures, Perimeter Protection, Traffic Area Stabilization, Sediment Retention, Surface Water Controls, and Dust Control. The clearing limits will be clearly flagged. The downhill perimeters of clearing will be protected with filter fabric fencing, and other perimeter protection methods as required. Cleared areas will be stabilized with various cover measures as required (e.g. temporary/permanent seeding, mulching, and placement of road subgrade). Stabilized construction entrances will be provided at the construction accesses to the site. Interceptor dikes/swales will be installed to collect and route runoff from the disturbed areas to sediment retention facilities (sediment traps and/or ponds). Dust control measures will be implemented if there is a need onsite (i.e., if there is a particularly dry period during construction). Generally, sediment retention facilities (ponds and traps) are designed to settle out the design particle (medium silt, 0.02 mm). The required surface area of each facility will be computed to treat the developed 2-year KCRTS peak runoff. 5.6 Maintenance and Operations A maintenance and operations manual will be prepared and submitted with the final approved engineering plans. This manual will address maintenance of the onsite stormwater facilities, particularly any proprietary systems such as the proposed StormFilter vaults. 2/8/02 Page 9 Triad Associates U-Haul Federal Way Job #99-355 5.7 Financial Guarantees and Liability The required financial guarantees will be coordinated with the city and submitted prior to commencing construction. 2/8/02 Page 10 Triad Associates U-Haul Federal Way Job #99-355 5.8 Water Quality The proposed water quality facilities were designed to comply with the KCSWDM's Resource Stream Protection requirement. This is the anticipated water quality standard for the site because of the downstream salmon habitat. The Resource Stream Protection Menu (KCSWDM Section 6.1.3) provides several options for water quality facilities, designed to meet the treatment goal: "The Resource Stream Protection menu is designed to achieve 50 percent total zinc removal for flows up to and including the water quality design flow or volume." A two facility treatment train design was selected for this site. The train consists of a Basic Wetvault followed by a Leaf Compost Filter (StormFilter). Due to the widening of SR 99, a new CB will be placed in the flowline with a flow splitter sized to direct the flows produced from the new paved area to the onsite water quality facility. 5.8.1 Wetvault Sizing Calculations A summary of the wetvault facility sizing calculations is provided below. Section 6.4.1.1 of the KCSWDM specifies that the following equation be used when sizing wetpond facilities. Vb=fV, where: f = Volume Factor (3 for "basic" wetpools) V, = Volume of runoff from mean annual storm (cf), is solved as follows V, = (0.9Aj + 0.25 Atg + 0. 10 Af+ 0.01A,) x R112 where: Ai = Area of impervious surface (sf) Aig = Area of till soil covered with grass (sf) Af = Area of till soil covered with forest (sf) Ao = Area of outwash soil covered with grass or forest (sf) R = Rainfall from mean annual storm, (inches) (0.47" for all facilities, see Figure 6.4.1.A in the Appendix) Total gross site area is 8.25 acres. The developed impervious area is 37% of the total gross site area. Total Developed Area = 3.69 acres Ai = 3.06 acres (82% of developed area) Aig = 0.66 acres (18% of developed area) V, = 4,934 cf Vb = 14,877 cf The volume of the wetvault is designed at I5,000cf. 2/14/02 Page 11 Triad Associates U-Haul Federal Way Job #99-355 5.8.2 StormFilter Sizing As shown on the Preliminary Grading and Utility Plan, the wetvault will be followed by a leaf compost filter system, StormFilter by Stormwater Management. The preliminary design proposes an 8' x 16' (nominal) precast filter vault with 17 canisters installed. This is based on the March 26, 2001 fax from Joanna Ogintz, PE, of Stormwater Management. f This fax is included in the Appendix and includes the preliminary sizing and l recommendations from Stormwater Management for this site. r r r r I L L L 2/8/02 Page 12 L FTriad Associates U-Haul Federal Way Job #99-355 6 Special- Requirements None of the KCSWDM Special Requirements are identified as applicable to the project. F6.1 Other Adopted Area -Specific Requirements No area -specific requirements were identified for the project during discussions with the city. (Because the project is within Federal Way, county -adopted area -specific requirements would not apply). 6.2 Floodplain/Floodway Delineation As discussed in the preceding Level 1 analysis, the site is not in a significant floodplain. In addition, the site is significantly filled, effectively elevating it above any flooding from the local waterways. 6.3 Flood protection Facilities No flood protection facilities are proposed. 6.4 Source Control No special source control measures are indicated for the site. Normal design, construction and maintenance procedures will apply to the site (which do include some standard source control measures). 6.5 Oil Control LThe site does not require special oil control measures. L L L2/8/02 Page 13 I Triad Associates U-Haul Federal Way Job #99-355 f r r f r I L APPENDIX 2/8/02 Page A 6.4.1 WETPONDS —BASIC AND LARGE —METHODS OF ANALYSIS L L L FIGURE 6.4.1.A PRECIPITATION FOR MEAN ANNUAL STORM IN INCITES (FEET) ST 1.0/ LA 1 2 nm � n _ _ T,A � _ n NOTE: Areas east of the eastemmosf isopiwiai sr—lu use v.uo inches unless rainfall data is available for the location of interest 24 The mean annual storm is a conceptual storm found by dividing the annual precipitation by the total number of storm events per year V . J O -- ( V . V J'3 (0.047') I result, generates large amounts of runoff. For this application, till soil types include Buckley and bedrock soils, and alluvial and outwash soils that have a seasonally high water table or are underlain at a shallow depth (less than 5 feet) by glacial till. U.S. Soil Conservation Service (SCS) hydrologic soil groups that are classified as till soils include a few B, most C, and all D soils. See Chapter 3 for t classification of specific SCS soil types. 1998 Surface Water Design Manual 9/1/98 L 6-69 SmI AgB �� No i AmC = .N qr ! EvC r 11 AgC - - — - - ��• ABC Cr AgB •1 •y r AgC -- - 9 q $fir' EwC railer ��• Park ?.: br Amg 5 Evergreen 3eyff ' �~ .• EvC s • Airport .,B ak -- -- — ■ r• ------ -R 7 • r Ag8 — — r AgC $ 'P 396 40 6•.`� par _�_d z A To i71eT L ok t .gB ;o La ' AK r � � as ti] a ■ lSr / : p ••• inEvC k- EvB inC E 2 _ 44 H f •57 78 r y Pan er 2 e a� Sch 21 No sas • LU . r EvC f Ptr " 5 u Er+C -� E AgC r 18 !! Sk 3es E ti: EwC 258 E AgB • •Or S •27s pa- 0o B3" Ur 4i�• u f _ No y--- - E - - ------ - - .� Sk {.".. I y� I-• EvC } o)ok•� n EvC !;r n OC�+LC 368 rQSk i � r--r•• EvS EwC ■ S7a 206 AgB ,+ y 5 12ss AgC AgC29 akela AgrZ7 28 S' o Ed• AgB °• AgB P s z EM Sk EwC No �' • Mtiii� „ . • •.. H ' �53.' Luke . Ag_ `5i: �^ • ¢• Sk K B ` To ?6S A o •Z Eve . � e � [fIII• a I •y ` ��• EvC � 3 if E�- �Sk � { C]`' � P�f � p� �� j��G � ^gL • � � ... cou r.---1- 4c, AgC IL Inc Pet . }. TrailerUr� -h e Park> YC { r.K,E- Tu Jtr�� . !� �% tt71L •' I. _ et❑' :� ? _'f SHEET NO. 15 I• • .I bvy .KING COUNTY AREA, WASHING'I'ON `Sk Aa _ �� A (POVERTY :BAY QUADRANGLE) vit l _1 �f } sse au sup ildpoold Je8A 4 a4 I n ea2d en1;1sua5 ay; u} Pa • e 0 • s anl;lsuas a4; ;o a;ds a!;; uO -aid lenyap a43 "Suonjptlo� {pauiwiayapun asn �t y�-•'yy ((�� T spay; iio pajei;snll{ s} 4g4 - [ S'.Tcluuaj 9d1 �s5B 10 smieldpooL4 iraX. -IaA ap a tj a1a Mi -e;ls . 'sweaa}s la slayeMpea4 a4; Q; ule[dPuo11. •lamp a uo ;uaSasd aR IiCu uolu es M ssn -�� -001 P�� d 71a4; moys sRennle ;ou Op IAO a;:roi aauearA lou anew 3e1 4 1 pease an}is tw ) Z l0 0- la Cr d.L -ul pooh sdew of ul++ays espy= puo,S aZeuslxnrdde aJe stleui as� �q puayxa suleldpaol; Aea�C-pa:pun4 -au0 -plp il"i and;lscias au; J� •s / ' i j i !-1 �yl •/'-" _ V It ! � 4 9 �: Y-' 1' :i •.t.: �1 ` 'j. ��V"L '�� n k k�s�7d�! _ ='= i :i t'.s� r' ' j `ors' • f };{ •, :.4, �. "�•[•� �� _ •3 - - ter-• -- `k-•.i.:-i' '`� J. 4F -•�Y `-� I � -1: •1 � - -- IF `•41t, - �'�-a�� 1. - ii - .�'r l. a y - i , �•i..Y } • y �_ ' '�-� _ psi - -., l� � ti\ A� _ ; � � � .. - f� 1 � � -[ by _.- vr3 ;i �_- . - - `"� i `•r , rJ�. - -y. i r,.� a • f• 4 _ -(.� •� ��.-• -eta 1 �' .. /' i I :��..� .i �'] ' '�=�` ter. �J1 _r•,� ! F-•{, Y� Imo• _t•� • � - •� � � • � 1EE � _, �..�� -� • .-. � `;': �r . � ,� - - AAA VI •�ti.� � ��~r �t -�� ...1-- L� _y� y�Zt' •�' � fi •• [ .l.l f_L�r ��[[j' . � '� �; ' � -.. _ .:; - ---M-_ �f �- �-- .fin, • . I Iy '-' � _. j CITY OF .� E 33530 1ST WAY SOUTH December 4, 2001 Don Hill Triad Associates 11814 1151h Avenue NE Kirkland, WA 98034 Via Fax: 425 821-3481 (206) 661-4000 FEDERAL WAY, WA 48003-6210 E: P �,f :• J RE: REQUEST FOR ADDITIONAL INFORMATION Regarding proposal review under Federal Way City Code (FWCC) Article XIX Community Design Guidelines for U Haul Mini -Storage and Truck Rental Facility 34001 Pacific Highway South File No. 01-103406-OOUP Dear Don: 1 have completed a preliminary review of the project proposal under the City Community Design Guidelines (FWCC Article XIX). The following comments and requests pertain to items addressed in the design guidelines that either need clarification or where incomplete information regarding the building design was submitted. Please note that this review is not complete, other issues under these guidelines may arise as I am still waiting for additional building and site design items from the September 21, 2001 Letter of Completeness and Request for Additional 1 t fGnnati ___. Section 22-1634. Site Design a) General Criteria 2 and 3) Please explain and show the manner in which this guideline has been addressed. d) Pedestrian Circulation and Public Spaces 1) A pedestrian pathway connecting the sidewalk on Pacific Highway South with the main building entrance must be provided. Consideration should be given to the Metro bus stop to be located either in front of the property or to the north of S 3415` Street (see comment #5, October 22, 2001 memo from Sarady Long, Public PAGE 2 REQUEST FOR ADDITIONAL INFORMATION U HAUL SELF -STORAGE AND TRUCK RENTAL FACILITY CITYFILENOS.: 01-103407-00SE, 01-103406-OOUP Works Department). Pathway placement should also respond to existing or proposed crosswalks on Pacific Highway S. A second, but smaller pedestrian path should be included across the southeast comer of the site for travel to and from the south. 2) Pedestrian Pathways. Please respond to this criterion in light of the required pedestrian connection above. 4) Bicycle Racks. A simple "ribbon" rack capable of holding 3-4 bicycles should be adequate. Convenient placement close to the front entrance and street is important. 5) Outdoor Furniture.... Please describe how this proposal addresses this requirement. f) Commercial service and Institutionai facilities. 2) Site Utilities. Please locate these utilities in the site plan, and describe how their location and design complies with these criteria. Section 2Z-1635. Bufldin Desi n: ,ill Districts a) General Criteria 3) Will perimeter fencing be utilized? If so, please describe the manner in which they address this criterion b) Building Facade Modulation and Screening Options. The elevation drawings submitted with this application show small canopies and the use of modulation on the front facade. However, the two (2) side facades will also be visible from the right of way and therefore are covered by criteria 1-4 in this sub- section. Please review these criteria and show and describe how they are addressed by this proposal. This criterion also applies to the rear of all storage units that are visible from the right of way. c) Building Articulation and Scale. The elevation drawings submitted with this application show some articulation but predominately the walls are non -articulated. Again, in addition to the front facade the two (2) side facades will also be visible from the right of way and therefore are covered by criteria 1-3 in this sub -section. Please review these criteria and show and describe how they are addressed by this proposal. This criterion also applies to the rear of all storage units that are visible from the right of way. Section 22-1636. Bufldin and Pedestrian Orientation. Consider this guideline when responding to 22-1634A above. Section 22-1638. District Guidelines c) Business Park. 1) Please review in light of above comments regarding pedestrian pathways and r 1REQUES7'FOR ADDFTIONAL INFORMATION PAGE 3 U HA UL .SELF -STORAGE AND TRUCK RENTAL FACILITY CITYFILENOS.: OI-103407-OOSE, 01-103406-OOUP access., This Request for Additional Information continues the suspension of the Expedited Review time frame. It will be re -started within fourteen (14) days of the date of your complete response to this request. If you should have any questions regarding this letter or your development project, please feel free to call me at 206.297.2106, or Greg Fewins, Deputy Director, at the City of Federal Way, at 253.661.4108. Sin y, 2 Art Pederson Contract Associate Planner Madonna Planning & Development Services Encl.. Comment memorandums from: Kevin Peterson dated 9/12/2001 Mary Young dated 9/13/2001 Cc.: Greg Fewins, Deputy Director (w/out encl.) Kevin Peterson, Engineering Plans Reviewer (w/out encl.) File 4 r L U I faul City of Federal Way, Washington Level 1 O ffsite Analysis & Core Requirement Summary Issued: June 14, 2001 Revised: February 8, 2002 r E Prepared By: Triad Associates 11814 — 115thAvenue NE Kirkland, WA 98034 Prepared For: U-Haul International, Inc. 2727 North Central Avenue P.O. Box 21502 Phoenix, AZ 85036-1502 TRIAD ASSOCIATES February 8, 2002 Triad Job No. 99-355 r U I laul r City of Federal Way, Washington r Level 1 Offsite Analysis &Core Requirement f Summary IN Issued: June 14, 2001 Revised: February 8, 2002 Prepared By: Rebecca S. Cushman, P.E. Barnaby D. Hoit Reviewed By: Mark A. Reeves, P.E. TRIAD ASSOCIATES February 81, 2002 Triad Job No. 99-355 Triad Associates U-Haul Federal Way Job #99-355 Table of Contents 1 PROJECT OVERVIEW ................................. ..............................................1 2 STUDY AREA DEFINITION AND MAPS........................................................... 3 2.1 BASIN RECONNAISSANCE SUMMARY REPORTS .................................................... 3 2.2 FEMA FLOODWAY MAPS.................................................................................... 3 2.3 ENVIRONMENTALLY SENSITIVE AREAS MAP ....................................................... 3 2.4 KING COUNTY SOILS SURVEY............................................................................. 4 3 FIELD INSPECTION SUMMARY........................................................................ 5 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS... 7 5 COMPLIANCE WITH CORE REQUIREMENTS .............................................. 8 5.1 DISCHARGE AT THE NATURAL LOCATION............................................................ 8 5.2 OFFSITE ANALYSIS.............................................................................................. 8 5.3 FLOW CONTROL................................................................................................... 8 5.4 CONVEYANCE SYSTEM........................................................................................ 8 5.5 EROSION AND SEDIMENT CONTROL..................................................................... 9 5.6 MAINTENANCE AND OPERATIONS........................................................................ 9 5.7 - FINANCIAL GUARANTEES AND LIABILITY.......................................................... 10 5.8 WATER QUALITY............................................................................................... 11 5.8.1 Wet -vault Sizing Calculations.................................................................... 11 5.8.2 StormFilter Sizing......................................................:.............................. 12 6 SPECIAL REQUIREMENTS...............................................................................13 6.1 OTHER ADOPTED AREA -SPECIFIC REQUIREMENTS.......................................I..... 13 6.2 FLOODPLAIN/FLOODWAY DELINEATION............................................................ 13 6.3 FLOOD PROTECTION FACILITIES......................................................................... 13 6.4 SOURCE CONTROL............................................................................................. 13 6.5 OIL CONTROL.................................................................................................... 13 APPENDIX 2/8/02 Page 1 Triad Associates U-Haul Federal Way Job #99-355 Executive Summary The project proposes to construct a storage rental facility and rental store on an approximately 4.3 acre site fronting Highway 99 in Federal Way, Washington. The existing site is filled to a level pad and is adjacent to the Kitts Corner Regional Detention Facility, which will provide detention for the developed site. The project proposes onsite water quality treatment with a wetvault followed by a StormFilter leaf compost system. The project is directly tributary to the regional facility and no significant drainage problems are identified. r L L L L 2/8/02 Page ii L Triad Associates U-Haul Federal Way Job #99-355 1 Project Overview The project proposes construction of an approximately 65,000-sf mini -storage and truck rental facility on an 8.28-acre site in the Federal Way Business Park (BP) zone. The property is approximately rectangular with approximate dimensions of 1,100 feet deep (east -west) and 330 feet wide (north -south). The western 4 acres of the parcel is dedicated as a permanent easement to the City of Federal Way for the Kitts Corner Regional Detention Facility (KCRDF), with the remaining 4.3 acres proposed for the development. The site is within the City of Federal Way in the NE'/4 of Section 20, Township 21 North, Range 4 East W.M. The site is located south of 16th Avenue S. and Pacific Highway South intersection, with the eastern property frontage directly on Pacific Highway South. Please see the Vicinity Map below. SITE } U U CL N W 6L W ~ rn 0 L,J Q z co �@ty w S 348TH S`f. z U Q `9 O U cr_� FEDERAL WAY `h o L Vicinity Map (not to scale) L2,8/02 Page 1 L Triad Associates U-Haul Federal Way Job #99-355 The proposed project will access from a proposed road (SE 341" Street) to be extended from the Pacific Highway South and 16'h Avenue South intersection (the project proposes a half -street only), along the northern property boundary. Public water and sewer will serve the project. Please refer to the Preliminary Grading and Utility Plan (submitted concurrently with this report). i— 2/8/02 Page 2 L Triad Associates U-Haul Federal Way Job #99-355 fi' 2 Study Area Definition and Maps A variety of published sources was consulted for general site information, as discussed in the following section. 1 2.1 Basin Reconnaissance Summary Reports The project falls within the Hylebos creek basin, which is addressed by the Basin Reconnaissance Report No. 3, Hylebos Creek, February 1986 (see the Hylebos Creek Basin map, annotated with the site location, is in the Appendix). This map outlines the large basin upstream of the site and shows that tributary 0014A flows through the western half of the site. This reconnaissance report is old, and not up-to-date in several aspects. For instance, the report identifies the need to restore detention capacity along tributary 0014A in the site vicinity. Since the preparation and publishing of the Basin Reconnaissance Report, this has been addressed by the Kitts Corner Regional Detention Facility (KCRDF) 2.2 FEMA Floodway Maps l An annotated FEMA map excerpt is included in the Appendix. As shown, the site is in Zone C (no significant flooding). 2.3 Environmentally Sensitive Areas Map From the King County Sensitive Areas Portfolio, the Streams and 100 year Floodplains map for the site is included in the Appendix. No floodplain is indicated near the site. The stream flowing through the west end of the site is mapped as transitioning from "Unclassified" (upstream) to "Class 2 (with salmonids)" (downstream). 1 2/8/02 Page 3 Triad Associates U-Haul Federal Way Job #99-355 r i r I F L L L L I. L 2.4 King County Soils Survey According to the King County Soil Survey, the site is primarily Norma sandy loam (No) and Everett-Alderwood gravelly sandy loam (EwQ (annotated map excerpt included in the Appendix). 2/8/02 Page 4 r I r I r r Triad Associates U-Haul Federal Way Job #99-355 3 Field Inspection Summary On March 28, 2001, Barnaby D. Hoit, a representative of Triad, visited the site and observed the existing drainage conditions. The day was overcast with sporadic light showers. The site is adjacent to the Kitts Corner Regional Detention Facility (KCRDF) and will discharge directly to the regional facility. The KCRDF outfalls to the King County Tributary 0014A, which is (eventually) tributary to Hylebos creek. Because the site is a small portion of the overall basin tributary to this downstream conveyance and is tributary to the regional facility, no further downstream inspection was conducted. The site is currently a level fill pad that approximately matches the grade of Highway 99 to the east and the commercial properties to the south. This fill was placed during the construction of the KCRDF, and is the material excavated for the regional facility. The fill extends to the northern boundary of the adjacent property to the north. At northern edge of the fill is the gravel access road for the regional facility, off Highway 99. The natural grade to the west of the roadbed is typically lower than the site, and drainage from the north is collected in tightline conveyances that are tributary to the KCRDF. No significant offsite flows are directly tributary to the site. Along the site's frontage is a rough ditch (appeared to be formed between the fill onsite against formerly exposed rockery for the Highway bed) that collects road runoff and routes it north to tightline conveyances tributary to the KCRDF. At the south end of the site frontage along Highway 99, the last catch basin in a tightline system (from the south) appears to discharge into the site (field survey identified an outlet from the catch basin to the west). Field investigation could not locate the outfall from this catch basin and the catch basin was observed to surcharge during a light rain event (March 28, 2001 site visit). Based on these observations, Triad suspects the catch basin's outfall was buried when the site was filled to its current.elevation (as part of the KCRDF construction). The project proposes to route the flows from this catch basin in a new tightline drainage system to the proposed 2/8/02 Page 5 Triad Associates U-Haul Federal Way Job #99-355 outfall to KCRDF (see Preliminary Grading and Utility plan, included in the Appendix). These offsite flows would bypass the onsite water quality facilities. I L L L L L 218102 Page 5 L Triad Associates U-Haul Federal Way Job #99-355 4 Drainage System Description and Problem Descriptions The site is graded to sheet flow west and then enters a swale at the west end of the site, just before the steep embankment that marks the edge of the site fill pad. The swale drains north to a settling pond located just offsite. The settling pond discharges through a tightline system (two runs of pipe) to Kitts Corner Regional Detention Facility (KCRDF). 1 The outfall from the tightline system is an energy dissipating structure located in the habitat -enhanced channel upstream of the regional facility proper. No drainage problems Iwere observed in the offsite system or have been discovered in discussions with the city. The interception swale onsite does not appear to have been maintained. The site drainage appears to be the remnants of an erosion and sedimentation control program associated with the previous grading activities. The upstream tributary areas are discussed in the p �' g P ` previous section. Note the only observed drainage problem in the site's vicinity is the catch basin in the site's frontage, which appears to have a lu ediburied outfall g � PP p gg - (discussed in the previous section). As shown on the Preliminary Grading and Utility plans, a new tightline drainage conveyance will be constructed to convey this drainage to the proposed project outfall to KCRDF. L L2,8,02 Page 7 L Triad Associates U-Haul Federal Way Job #99-355 5 Compliance with Core Requirements The following is a summary of how the project proposes to meet the core drainage requirements. 5.1 Discharge at the Natural Location The existing site has been filled and graded, so that the natural drainage patterns cannot be verified. However, observing the surrounding properties suggest the site flowed to the west and entered the tributary of Hylebos creek. Currently the site is graded to sheet flow west and then enters a swale at the west end of the site. The swwale drains north to a settling pond located just offsite. The settling pond discharges to the Kitts Corner Regional Detention Facility (KCRDF). The site's proposed tightline outfall is to the KCRDF. The KCRDF is designed with allowances for the site drainage and discharges to the Hylebos creek. 5.2 OfPsite Analysis See the preceding level 1 offsite analysis in this document. This analysis is fairly abbreviated, as the site is directly tributary to the regional facility. 5.3 Flow Control The project proposes to discharge directly to the Kitts Corner Regional Detention Facility, which is designed to provide detention (flow control) for its regional tributary area. 5.4 Conveyance System Drainage from the largely impervious proposed site (driveways, parking, and roofs) will be collected and conveyed in a tightline conveyance system to the proposed water quality facilities onsite. The conveyance system design will be analyzed in detail (backwater modeling) during the final engineering. 2/8/02 Page 8 Triad Associates U-Haul Federal Way Job #99-355 5.5 Erosion and Sediment Control r During final engineering, a Temporary Erosion and Sediment Control (TESC) Plan will be prepared per the 1998 KCSWDM (Appendix D: Erosion and Sediment Control Standards) to meet Core Requirement #5: Erosion and Sediment Control. The plan is intended to prevent the transport of sediment from the site to significant drainage features and adjacent properties. The plan will include recommended Best Management Practices (BMPs) for all seven measures recognized by the KCSWDM: Clearing Limits, Cover Measures, Perimeter Protection, Traffic Area Stabilization, Sediment Retention, Surface i Water Controls, and Dust Control. The clearing limits will be clearly flagged. The downhill perimeters of clearing will be protected with filter fabric fencing, and other perimeter protection methods as required. Cleared areas will be stabilized with various cover measures as required (e.g. temporary/permanent seeding, mulching, and placement of road subgrade). Stabilized construction entrances will be provided at the construction accesses to the site. Interceptor dikes/swales will be installed to collect and route runoff from the disturbed areas to sediment retention facilities (sediment traps and/or ponds). Dust control measures will be implemented if there is a need onsite (i.e., if there is a particularly dry period during construction). Generally, sediment retention facilities (ponds and traps) are designed to settle out the design particle (medium silt, 0.02 mm). The required surface area of each facility will be computed to treat the developed 2-year KCRTS peak runoff. 5.6 Maintenance and Operations A maintenance and operations manual will be prepared and submitted with the final approved engineering plans. This manual will address maintenance of the onsite stormwater facilities, particularly any proprietary systems such as the proposed StormFilter vaults. 2/8/02 Page 9 Triad Associates U-Haul Federal Way Job #99-355 5.7 Financial Guarantees and Liability The required financial guarantees will be coordinated with the city and submitted prior to commencing construction. 2/8/02 Page 10 Triad Associates U-Haul Federal Way Job #99-355 5.8 Water Quality The proposed water quality facilities were designed to comply with the KCSWDM's Resource Stream Protection requirement. This is the anticipated water quality standard for the site because of the downstream salmon habitat. The Resource Stream Protection Menu (KCSWDM Section 6.1.3) provides several options for water quality facilities, designed to meet the treatment goal: "The Resource Stream Protection menu is designed to achieve 50 percent total zinc removal for flows up to and including the water quality design flow or volume." A two facility treatment train design was selected for this site. The train consists of a Basic Wetvault followed by a Leaf Compost Filter (StormFilter). Due to the widening of SR 99, a new CB will be placed in the flowline with a flow splitter sized to direct the flows produced from the new paved area to the onsite water quality facility. 5.8.1 Wetvault Sizing Calculations A summary of the wetvault facility sizing calculations is provided below. Section 6.4.1.1 of the KCSWDM specifies that the following equation be used when sizing wetpond facilities. Vb=fV, where: f = Volume Factor (3 for "basic" wetpools) V, = Volume of runoff from mean annual storm (cf), is solved as follows V,=(0.9Ai+0.25Atg+0.10Af+O.OlA,)xR112 where: Ai = Area of impervious surface (sf) Arg = Area of till soil covered with grass (sf) A f = Area of till soil covered with forest (sf) Ao = Area of outwash soil covered with grass or forest (sf) R = Rainfall from mean annual storm, (inches) (0.47" for all facilities, see Figure 6.4. LA in the Appendix) Total gross site area is 8.25 acres. The developed impervious area is 37% of the total gross site area. Total Developed Area = 3.69 acres Ai = 3.06 acres (82% of developed area) A,g = 0.66 acres (18% of developed area) V, = 4,934 cf Vb = 14,877 cf The volume of the wetvault is designed at 15,000cf. 2/14/02 Page 11 Triad Associates U-Haul Federal Way Job #99-355 5.8.2 StormFilter Sizing As shown on the Preliminary Grading and Utility Plan, the wetvault will be followed by a leaf compost filter system, StormFilter by Stormwater Management. The preliminary r design proposes an 8' x 16' (nominal) precast filter vault with 17 canisters installed. This is based on the March 26, 2001 fax from Joanna Ogintz, PE, of Stormwater Management. r This fax is included in the Appendix and includes the preliminary sizing and 1 recommendations from Stormwater Management for this site. L L L L2/8/02 Page 12 1 Triad Associates U-Haul Federal Way Job #99-355 6 Special Requirements None of the KCSWDM Special Requirements are identified as applicable to the project. 6.1 Other Adopted Area -Specific Requirements No area -specific requirements were identified for the project during discussions with the city. (Because the project is within Federal Way, county -adopted area -specific requirements would not apply). 6.2 Floodplain/Floodway Delineation As discussed in the preceding Level 1 analysis, the site is not in a significant floodplain. In addition, the site is significantly filled, effectively elevating it above any flooding from the local waterways. 6.3 Flood protection Facilities No flood protection facilities are proposed. 6.4 Source Control No special source control measures are indicated for the site. Normal design, construction and maintenance procedures will apply to the site (which do include some standard source control measures). 6.5 Oil Control The site does not require special oil control measures. 2/8/02 Page 13 r Triad Associates U-Haul Federal Way Job #99-355 2/8/02 APPENDIX Page A 6.4.1 WETPONDS —BASIC AND LARGE —METHODS OF ANALYSIS FIGURE 6.4.1.A PRECIPITATION FOR MEAN ANNUAL STORM IN INCHES (FEET) NOTE: Areas east of the easternmost isopwviai snouiu use -- inches unless rainfall data is available for the location of interest 24 The mean annual stone is a conceptual stone found by dividing the annual precipitation by the total number of stone events per year ST 1.0/ T.A l _ n LA 1 2 V._0V iV V74-J (0.047') result, generates large amounts of runoff. For this application, till soil types include Buckley and bedrock soils, and alluvial and outwash soils that have a seasonally high water table or are underlain at a shallow depth (less than 5 feet) by glacial till. U.S. Soil Conservation Service (SCS) hydrologic soil groups that are classified as till soils include a few B, most C, and all D soils. See Chapter 3 for classification of specific SCS soil types. 1998 Surface Water Design Manual 6-69 9/1/98 SM7 u AgB 1 O ND `AmC . Age T Or S6 Age AgB y� yr `•. EwC Age railer ii aPark 0 u F r rlv,..` Am9 . ' Evergreen //f` O •1. I� EvC LLJJ / Airpnrt r f' c tu brnS gyp' •` Ewe J7c 1� ak j i •r s,a`• 1 ------- — Ag6 J ' Pa er Q it >-rler •;o ok l Ag9 L�_lJ ti ryars— u- y r �F ' a r ' Inc ?a EvB inC n /. p EvC "22 44 7-1 ( Pan r e • { Z - • 352 - 388 R Sch I EvC i 21 No • t O j pct� n E!C uAgC r 18 S $k 368 AgB o: air r n =1 �p�• 163 i 'f t. �• � r kroo Sh No J L'; _ , • '� �� II I j EvC •� -- .c ii li Sk •` .. J EvD k ❑ EvC Q Lake 1 388 . (9Sk • EC Ev6 w 'jj1 _ ■ ST¢ I•• .CG sJ �• � � } y � ASC i.ikelR ■ AgC Ali - •; :. .28 S' 1n 27 ND • 23 •f •.754 AgB 2 .AgB q +• j' ; y r - l: Sk ��• �. s E•:aC No. r. �•- D ° sk ti • 1 - Kpe ��G +zC •. jl i r`F Inc Pet . i�""j177 Trailer00 It �••H,rF � Park �-b KpE 1 iu � � •, f �; j Qj-. •:JL"�- - -�. SHEET NO. 15 root' , KING COUNTY AREAWASHIN.GTON . . "F (POVERTY :BAY QbADF-4NOL it r- is f yf .~ �s_c. Ye ! Yire.-~x� ... :5•. if i � if i I"-„;l�. �: ��-_ Zlk u ijA r -- - _ t -. �- _ - _ � '� � -- � �}�. i � k,: sue. , �. � �•• ' - .1 JL '`fit: I � � • _ � - r , iI r _ � r 4 . i `�'�� '' I J • '-ill � �-. J�'y�i •."v 'I ..�'`�' �{. �.} " `� ; r '�//f ,r1�Jf lam` i'• •..• k. ,.� -'i___ ��. • � �- ;Y, ��. /y�'r_ t �ti.' 1 jtjj ti. k- ,� 4�.�•��"i., , - - k• �'k I .. .. 5 � •� •._�hv ` ` `, '1' �-�c • 1 I it �. �. •`y. '+ �_ - ' - }f 1. .i w�Ii - rj . - r -a4�- �.I� �..; :•�r[-` :I • Via' f -f .-ka .-c, I -- .� �.,. : -e• i s • T:: � , CIF 4'� ,�Zic -r✓': .rlr- t' lt=-��'.• :'-�.; ', �'-- ..p•� ' n [ r .v 1 is 511111 - w;i -. �:Y _.V Y r ��,I •5•• ��r." •r' � • - 1� :rrri ' P ; •-�1:�._r„,�� r' V:E' ""tip _. . E. Class 1 �[ the sensitive areas dis- One- hundred -year floodptains extend be. Streams and 100- se maps are approximate, yond those shown on maps. Flood to-—� Class 2 (with:salmon :Itive -areas that have not suranee Rate Maps do not always show the nay be prWheesent an a devel- ftoodiPlain to the headwaters of streams year F OOd�]Iains Class 2 (pmrerinial; s site. re differences use undetermined) hat 1S illustrated on these conditions. the actual pre - on the site of thesensitive 6 e s o o Class Od in the Sensitive Area _ Unclassified le legal control. 1MYew Floodphdns — t- ' HYLESOS CREEK BASIN Basin Boundary Y. J Ci F y�M„ _ '=•f"-_ i • • •• • • Collection Point Boundary Collection Point _ Stream ,w_= Tributary Number L.�arF" a Y' '• ' Y� __' — sv • ; ,. 2411 Proposed Project Sites 57 �� =V r.-f•_ I�S''�--,� r.�; 1 � �.. `ham ^.. .� IY �` c' .. .. -[.• � � 3y � +sw 7_e sir .. _T i:.� •; z... � ,_, r _"• • le 'vE. � =v`.':€'.�l:y.•.r '• • [ n •f ' ' • S • _ l y_ •._� ter' �'' ■Nr:'....•° : • - 404 J. 2403 40 .'• v'*'°` •• ��' sw yr essc ampus,!'°�! 4 s _ • £ . �_ _ 2422 :tiF_ i;k X�r� _. $4U5� : �i { � � e • � � eve ° cam- ..• C,:ma • Al l�C .. .. : • • • • ■ • �....._ 'w • 2 1 T.�s, o.r 's: S Hr n_ 1.C+O • Ll�" Qc4 •• ��..f i = < s. xfue..�ea• .� �= Y� sr — �,•f -j- •ya]�• • ��AQ • • r Q • I F_ d1. v • } . - 24111 • a • a! s � • � 3 ; M � i • � swST� T Lvir TACOMA Q rg = •z :,:� s�;� ] ems. s, _ \ •�■■•••f. - 2411 l0 r' �wvv ■ , ]'y> sM1LF �. LAS 10 Ilk f e�` L N 1y �� • t F. . in 5 3f. ■ 5liir R ] �- :.-i 2��-- Iln +f w.k,- 11Ag • . • .•••• ••. V_ s STREET y0� Kitts Corner �vV PO f COUNTY BOUND INITIAL IDENTIFICATION JANUARY 17, 1975 CONVERSIQN TO REGULAR PROGRAM SEPTEMBER 29, 1978 APPROXIMATE SCALE 2000 ❑ 2000 FEET 9MNATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP KING COUNTY, WASHINGTON (UNINCORPORATED AREAS) COMMUNITY -PANEL NUMBER 530071 0450 A' PAGE 450,AF 650 (SEE MAP INDEX FOR PAGES NOT PRINTED) EFFECTIVE SEPTEMBER 29, 1978 .' t1� --- 'A r• U.S. DEPARTMENT OF ROUSING I�AND URBAN DEVELOPMENT FEDERAL INSURANCE ADMINISTRATION FA2035 NE Columbia Blvd. Portland OR, 97211 ISTORMINATOEM O 503.240.3393 Q 503.240.9553 Q stormwatarmgt.com n1AHACEMEnlr TO: Ba ab Holt FROM. a 0 in COPY rn y Joann g tz, PE COMPANY: Triad Associates FAX #: (425) 821-3481 ec: Michael Macnoskey, SMI COMMENTS: Barnaby, PAGES: 8 RE: U-Haul Site DATE: March 26, 2001 TIME: 3:22 PM Thanks for calling regarding the U-Haul project. Please find attached the sizing and cost estimate for a Storm Filter for this project. Although there will be a wet vault upstream of the StormFilter, the wet vault will not be providing any flow control functions. Therefore, the StormFilter was sized based on the hydraulic requirements of the site. For your reference, I have attached the input and output of the model used to calculate the water quality flow rate. If you have any questions or concerns, please feel free to contact me (800/548-4667). Thank you, N i L U-Haul Site — Sizing and Cost Estimate Informgtion_ provide -by_ gnigi neg r_ • Total contributing area = 3.69 acres • Impervious area = 1.91 acres (accounts for traffic areas only) • Presiding agency = King County, Washington Assumptions: • For impervious areas, CN = 98 • For pervious areas, CN = 80 • Design rainfall = 64% of 2-yr = (0.64)*(2.0) = 1,28" in 24 hours • Time of concentration = 8 minutes • Perlite or compost cartridges • 2.3' of drop from inlet to outlet Sizing and cast estimates; The StormFilter is a flow -based system, and therefore, is sized by calculating the peak water quality flow rate associated with the design storm. The water quality flow rate was calculated using the Santa Barbara Urban Hydrograph method assuming 1.28" of rainfall in 24 hours and a Type IA rainfall distribution. The StormFilter for this site was sized based on a treatment flow rate of 0.56 cfs. To accommodate this flow rate, Stormwater Management recommends an 8' x 16' precast StormFilter with 17 cartridges (see attached detail). The estimated cost of this system is $28,500. The final cost will depend on the actual depth of the units and whether extras like adjustable lids are specified. The contractor is responsible for setting the StormFilter vault and all external plumbing. An annual maintenance cycle is recommended for the StormFilter. The cost of maintenance will be about $1,500 per cycle, if contracted with Stormwater Management. If the peak discharge off the site is expected to exceed 2.2 cfs, we recommend placing a high flow bypass upstream of the StormFilter system. Stormwater Management could provide our high flow bypass, the StormGate. for approximately $3,000. This system provides a combination weir -orifice control structure to limit the flow to the StormFilter to the treatment flow rate while bypassing any greater flows. Finally, please note that the StormFilter requires 2.3' of drop across the system. This means that the IE In must be 2.3' higher than the IE Out. L L L I GENERAL NOTES 8'x 16' PRECAST STORMFILTER' DATA i 1.) STORMFlLTER BY STDRMWATER MANAGEMENT, PORTLAND OREGON (503-240-3393). �µm � efw I! 11 2.) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE REFER TO OPERATION AND MAINTENANCE MANUAL FOR DETAILS. 3.) PRECAST CONCRETE VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM 1Od OF PEAK FLO+ RlosEs iaEOln m vf21=FIFE 3C550. 14.) EXTERNAL PIPING AND COUPLINOS TO BE PROVIDED BY CONTRACTOR, 5.) FLE)ZLE COUPLINCS ID BE SET 18" OUTSIDE FACE OF WALL FERNCO OR 3 EHVNEFR APPROVED. 6.) ANTI -FLOATATION BALLAST AS SPECIFIED BY ENGINEER TO BE SET ALONG ENTIRE LENGTH OF BOTH SIDES OF VAULT (IF REQUIRED), MATERJALS TO NOTES/SPECL L REQUIRE OM; BE PROVIDED BY CONTRACTOR. 7.) PRECAST STOR4FILTER EQUIFPED WITH KNOCKOUTS AT ALT. INLET/OUTLET LOCAMONS. COWNGS AVAILABLE WHEN SPECIFIED. j B.) DETAIL REFLECTS DES]r;N INTENT ONLY ACTUAL DIVENSIONS & VAULT CONFIGURATION SIjOVM ON PRECAST VAULT SHOP DRAH7NG- � FEW- 1 �e •Iiltil�9'!J.!{F'/bSlt!/f.�1Yi YlJ.li� I�3•'lyi ��%�1J}:, 711113►�i�%J/rt�� ACII+/�1.4:rr�fC rtit;ry,.�. i6U.lr. 8'x16, 3-3'K3' DIAHDND PLATE DOORS OOP) `r_----- LADDER (TMP) a ,rak7RIDCCrww(TTP) !. A r PLAN VIEW TRAFFIC BEARING LID CM) = 2 3 7N+G DIRE :AM — 5LE FIGURE ABDVE i TD V OR 11 TO z' A ' I" I I I �i • - � f PWE MANIFOM (" , II "IOR WALL (M) DrFAGY 00SPA7OR 7 - Q191i�►TiA Yl ►G1A�t ma. P� fsaaa,aza. MoolFIED B'x16' PRECAST STORMFILTERT' SECTION VIEW A -A 8o, efise,n7a, lta 6,771,687 SCALE: N.T.S. 1 7v➢i[Gli P�T`ailil I'lDYDl1f0 8XI6' PRECAST STORA/FILTER crw w 04 APPMX>m on_ � MID e PLAN AND SECTION VIEW STANDARD DETAIL 5TORMW,4TXR 1 Ki LQfo SCAM- FRARI S Ni3 D&WO 0 FILE Mwrj �� nn6 aMA�D.Ofo Af A M A 0 b M l N P T A} C. ar srxi war "m 7 SMADA 6.0 for Windows watershed Information watershed Total, Area (acres) 3-5907 Impervious Area (acres) _-SiCfl Time of Concentration (min) :3.0 8 Impervious Directly Connected :100.00 Additional Abstraction over Pervious Area (inches) :0.00 over xmperviou3 Area (inches) :0.00 Infiltration Characteristics: Max infiltration Capacity (in) :999.00 SCS Curve Number for Pervious :00 Initial Abstraction Factor :0.20 I L L L L L L ^me `- Ti Time Rain r - yCumulative (hr) (in) -----HHMM---(in) 0.250 o0o15 r------- 0.006 ---- -- 0.006 0.500 00030 0.006 0.013 0.750 00045 0.008 0.021 1.000 00100 0.008 0.028 1.250 00115 0.009 0.037 1.500 00130 0.009 0.046 1.750 00145 0.010 0.056 2.OD0 0020D 0.010 0.065 2.2SO 00215 0.010 0.0?6 2.500 00230 0.010 0.086 2.750 00245 0.010 0.096 3.000 00300 0.010 0.107 3.25D 00315 0.010 0.117 3.500 00330 0.010 0.127 3.750 00345 0.011 0.138 4.000 00400 0.011 0.149 4.250 00415 0.012 0.161 4.500 00430 0.012 0.173 4.750 00445 0.013 0.187 5.000 00500 0.013 0.200 5.250 00515 0.015 D.215 5.500 00530 0.015 0.230 5.75D 00545 0.016 0.246 6.000 00600 0.016 0.262 6.250 00615 0.019 0.291 6.500 00630 0.019 0.299 6.750 00645 0.022 0.322 7.000 00700 0.022 0.344 7.250 00715 0.027 0-3-11 7.500 00730 0.027 0.398 7.750 00745 0..074 0.472 8.000 00800 0.074 0.546 8.250 00815 0.03S 0.581 8.500 0OB30 0.035 0.616 8.750 00845 D.026 0.642 9.000 00900 0.026 0-668 9.250 00915 0.019 0.687 9.500 00930 0.019 0.706 9-750 00945 0.017 0.724 10.00 01000 0.017 0.741 10.25 01015 0.015 0.756 10.50 01030 0.015 0.772 10-75 01045 0.014 0.786 r 11.00 01100 0.014 0.8D0 jll 11.25 01115 0.013 0.813 11.50 01130 0.013 0.827 11.75 01145 0.013 0.840 12.00 01200 0.013 0.BS3 f 12.25 01215 0-012 0.86S !k 12.SO 01230 0.012 0.877 12.75 01245 0.012 0.889 13.00 01300 0-012 0.900 13.25 01315 0.012 0.912 13.50 01330 0.012 0.923 13.75 01345 0.011 0.934 14.00 01400 0.011 0.945 14.25 01415 0.011 0.956 14.50 01430 0.011 0.967 14.75 01445 0.010 0.977 L 15.00 01500 0.010 0-987 15.25 01515 0.010 0.393 15.50 0153C 0.010 1.008 15.75 01545 0.010 1.018 16.00 01600 0.010 1.027 16.25 01615 0.010 1.037 16.50 01630 0.020 1.046 16.75 01645 0.010 1.056 17.00 U700 0.010 1.066 17.25 01715 0.009 1.075 17.50 01730 0.009 1.084 17.75 01745 0.009 1.093 18.00 01900 0.009 i.102 16.25 01815 0.008 1.110 16.50 01830 0-008 1.118 18.75 01045 0.008 1.127 19.00 01900 0.008 1.135 19.25 01915 0.008 1.143 19.50 01930 0.008 1.150 19.75 01945 0.008 1.158 20.00 02000 0.006 1.166 20-25 02015 0.008 1.174 1 20.50 02030 0.008 1.16i 20.0e PZov-v e . ooe Ir. LIM 21.00 02100 0.008 1.197 21.25 02115 0.008 1.204 21.50 02130 0.008 1.212 21.75 02145 0.008 1.220 22.00 02200 0.008 1.228 22.25 02215 0.007 1.235 22.50 02230 0.007 2.242 22.75 02245 0.007 1.249 23.00 02300 0.007 1.256 23.25 D2315 0.007 1.263 23.50 02330 0.007 1.270 23.75 02345 0.007 1.277 24.00 00000 0.007 1.284 1.28 L L L L L L Hydrograph Type :Santa Barbara Meths Time Time Rain C Rain Infiltration Excese Exce66 Outflow (hr) HHMM (in) (in) (in) (in) (cfs) (cfa) 0,250 00015 0.006 0,006 0.003 0.003 ' 0.049 0.024 01500 00030 0.006 0.013 0.003 0.003 0.049 0.04E l 0.750 l 00045 0.008 0.020 0.004 0.004 0.059 0,C54 1.000 00100 0.005 0.028 0.004 0.004 01059 0.059 1.250 00115 0.009 jO.037 D,004 0.005 0.069 0,064 f 1.500 00130 0.009 D.046 0.004 0,005 0,069 01069 I 1.750 00145 0.010 0.055 0.005 0.005 0,074 0.071 2.000 00200 0.010 0.065 0.005 0.005 0.074 0.074 2.250 00215 0.010 0.076 0,005 0.005 0.079 0.0-16 2.500 00230 0.D10 0,096 0,005 0,005 0,079 0.079 2.750 00245 0.010 01096 0.005 0.005 0,079 0.079 3.000 00300 0.010 0.106 0.005 0.005 0,079 0.079 3,250 00315 0.010 01116 0.00s 0.005 0-079 0.079 3,500 00330 0.010 0_127 0.005 0,005 0.079 0.079 e 3.750 00345 0.011 0.138 0.005 0.006 0.084 O.OB1 } 4.000 00400 0.011 0.148 0.005 0.006 0-084 0.084 4.250 00415 0.012 0.161 0.006 0.006 0.094 0.089 4.500 0043D 0.012 0.173 0.006 0.006 0.094 0.093 4.750 00445 0.013 0.186 0.006 0.007 0.104 0.098 j 5.000 OOS00 0,013 0.200 0.006 0.007 0.104 0,103 5.250 00515 0.015 0.214 0.007 0,00E 0.113 0.108 1i 5.500 00530 0,015 0.229 0.007 0.008 0.113 D.113 5.750 00545 0.016 0.245 0.008 0.008 0.173 0.118 6,000 00600 0,016 0,261 0,003 0,00E 0,123 0,123 6.250 00615 0.019 0.280 0.009 0.010 0.143 0.133 6.SOO 00630 .0,019 0.298 0,009 0.010 0,143 0.143 6.7SO 00645 0-022 0.321 0.011 0.012 0-173 0.157 7,000 00700 0,022. 0.343 0.011 0.012 0.173 0.172 7.250 00715 0.027 0.370 0.013 0.014 0.207 0.189 7.500 00730 0.027 0-397 0,013 0.014 0 207 0.206 7.750 00745 0,074 0.4.70 0.036 0.038 0.5E", 0.381 8,000 00600 0.074 0.544 0.035 0.038 0.572 0.563 8.250 00815 0.035 0.579 0.016 0,019 0.283 0,432 8.500 00830 0,035 0.614 0.016 D.019 0.290 0.291 8.750 00845 0.026 0.640 0.011 0.014 0.215 0.253 9.000 00900 0.026 0,666 0.011 0.015 0.218 0.217 9.2SO 00915 0,019 0.685 0.008 0.011 0.165 0.192 9.500 00930 0.019 0.704 0.00E 0,011 0.167 0.167 9.750 00945 0.017 0.721 0.007 0-010 0.152 0.160 10.00 01000 6.017 0.739 0.00? 01010 0.1S3 0.153 10.25 D1015 0.015 0.754 0.006 0.009 0.137 0.145 10.50 01030 0-015 0.769 0.006 0,009 0.138 Q.138 10.75 01045 0.014 0.783 0.006 0.009 0.128 0.133 11.00 01100 0,014 0.797 0.005 0,009 0.128 0.128 11.25 01115 0.013 0.811 0.005 0.008 0.123 0.1266 11.50 01130 O.D13 0.624 0.005 0,008 0.124 0.124 11.75 01145 0.013 0.637 0.005 0.00E 0.119 0.121 12.00 01200 O.013 0.650 0.005 0,00E 0.119 0.119 12.25 01215 0-012 0,862 0.004 0.006 0.114 0.117 12.50 01230 0.012 0.874 0.004 0.008 0.115 0.114 12.75 01245 0,012 0.886 0.004 0.007 0.109 0.112 r 13.00 01300 0.012 0.897 0.004 0.007 0,110 0.109 13.25 01315 0.012 0.909 0,004 0.007 0.110 0.110 13.50 01330 0.012 0.920 0.004 O.007 0.111 0.110 13.75 01345 0.011 0.931 0.004 0.007 0.105 0.108 14.00 01400 0.011 0.942 0.004 0.007 0.105 0.105 14.25 01415 0,011 0.953 D.004 0.007 0.106 0.105 14.50 01430 0.011 0.964 0.004 0.007 0.106 0.106 14.75 01445 0.010 0.974 0.004 0.007 0.100 0.103 15.00 01500 0.010 0.984 0.003 0.007 0.101 0.101 15,25 01515 0.010 0.995 0.003 0.007 0.101 01101 15,50 01530 0,010 1.005 0.003 0.007 0.101 0.101 I 15,75 OIS45 0.010 1,014 0.003 0.00E 0.095 0.093 16.00 01600 0.010 1.024 0.003 0.006 0.096 0.096 16.25 01615 0.010 1.034 0.003 0.006 0.096 0.096 16.50 01630 0.010 1.043 0.003 O.00E 0.096 0.096 I 16.75 01645 0,010 1-053 0.003 0.006 0.096 0.096 17.00 01700 0.010 1.062 0.003 0.007 0.097 D.097 17.25 01715 0.009 1.071 0.003 0.006 0.091 0.094 17.50 01730 0,009 LOBO 0.003 0.006 0.091 0.091 17,75 0174S 0.009 1.089 0.003 0.006 0.091 0.031 18.00 01800 0.009 1.098 0.003 0.006 0.091 O,D91 19.25 01815 0.008 1.107 0.003 0.006 0.085 0.088 10-50 01830 0.00E 1.115 C.003 0.00E 0.085 0.085 18,75 01845 0,005 1.123 0.003 0,006 0,095 0,085 19.00 01900 0.008 i.132 0.002 0.00E 0.0°6 9.0&G 19.25 L 01915 0.008 1.139 0.002 0.005 0.079 0.043 19.50 01930 0.008 1.147 0.002 0.005 0.0%9 0.079 19.75 01945 0.008 i.155 0.002 OAOS 0.080 0.079 20.00 02000 0.008 1.162: 0.002 0.005 0.060 0.060 I 20.25 02015 0.008 1.170 0.002 0.005 0.090 0,080 U.uliz 0.005 0.080 0.080 20.75 02045 0.008 1-185 0.002 0.005 0.080 0.080 21'00 0z100 0.009 1.153 0.002 a•005 D.080 0.080 21.25 02115 0.008 1-201 0.002 0.005 0.081 0.080 21.50 02130 0,008 1.208 0.002 0.005 0.081 0.081 21.75 02145 0.008 1.216 0.002 0.005 0.081 0.081 22.00 02200 0.008 1.224 0.002 0.005 0-081 0.081 r 22.25 02215 0.007 1.331 0.002 0.005 0.074 0.078 I 22.50 02230 0.007 1.238 0.002 0.005 0.075 0.075 22.75 02245 0.007 1.245 0.002 0.005 0-075 0.075 23.00 02300 0,007 1.252 0.002 0.005 0.015 0.075 23,25 02315 0,007 1,259 0,002 0.005 0.075 0.075 23.50 02330 0.007 1.266 0.002 0.005 0.075 0.075 23.75 02345 0.007 1.273 0.002 0.005 0.075 0.075 24.00 00000 0.007 1.200 0.002 0.005 0.075 0.075 24.25 00015 0.000 1.260 0.000 0.000 0.000 0.039 f 24.50__00030r-0.000'_`_1�380'___r_0.000^__r_-0_000 1 ____ _0_000 _ 0.001 - 1,280 0,528 0,752 0.752 Totals for Watershed in inches over 3.99 acres ` Rational Coefficient } + 0.988 a F o►: (cfs) = 00.56 I i L L i L L L U-haul Facility — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY Purpose of Checklist: The State Environmental Policy Act (SEPA), chapter 43.21 C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help the City of Federal Way's Responsible Official and any other agencies with jurisdiction to identify impacts from a proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the City of Federal Way decide whether an EIS is required. A. BACKGROUND 1. Name of proposed project, if applicable: U-Haul Rental and Storage Facility 2. Name of proponent: U-Haul International, Inc. 3. Address and phone number of proponent and contact person: Proponent: U-Haul International, Inc. Attn: Parul Butala 2721 North Central Avenue Phoenix, AZ 85004 (602) 263-6852 Phone Contact Person: Donald J. Hill Triad Associates 11814 —115th Avenue NE Kirkland, WA 98034 (425) 821-8448 Phone (425) 821-3481 Fax Email: dhill(@triadassoc.com 4. Date checklist prepared November 9, 2001 5. Agency requesting checklist: City of Federal Way Department of Community Development 6. Proposed timing or schedule (including phasing, if applicable): Once the Process IV Review, SEPA Review, and all -subsequent construction approvals have been granted, all on -site and off -site improvements will be constructed in a single phase. It is anticipated that construction will commence in Spring 2002. 7. Do you have any plans for future additions, expansions, or further activity related to or connected with this proposal? If yes please explain. There are no additional plans anticipated at this time. U-haul Facility — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY 8. List any information you know about that has been prepared, or will be prepared, directly related to this proposal. The following environmental information has been prepared for the U-Haul Facility proposal and is included as supplemental information to this Checklist: a) Level 1 Downstream Analysis prepared by Triad Associates dated June 14, 2001. b) Wetland Delineation and Stream Identification Report prepared by Associated Earth Sciences, Inc. dated July, 2001. c) Preliminary Geotechnical Study prepared by Associated Earth Sciences, Inc. dated June 13, 2001. d) Wetland Buffer Restoration Plan prepared by Associated Earth Sciences, Inc. dated October 29, 2001. e) PM Peak Hour Trip Generation letter report by Foerster Engineering LLC dated May 29, 2001 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by this proposal? 01 10. List any governmental approvals or permits that will be needed for your proposal, if known. * Process IV Development Application City of Federal Way * SEPA Threshold Determination City of Federal Way * Clearing and Grading Permits City of Federal Way * Road and Storm Drainage Approval City of Federal Way * Sewer and Water Availability Certificates Lakehaven Utility District 11. Give brief, complete description of the proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The proposed development involves construction of a 65,000 square foot mini - storage and truck rental facility on an 8.28-acre site in the Business Park (BP) zone. The proposed mini -storage facility is allowed as a primary use in the BP zone, with the truck rental component considered an accessory use. The western 3.98-acres of the parcel is dedicated to a permanent easement for the Kitts Corner Regional Detention Facility, with the remaining 4.3-acres proposed for the development. The proposed project will obtain access from a proposed new road to be extended west from the Pacific Highway South and 161h Avenue South intersection, along the northern property boundary. Public water and sewer will serve the project. Please refer to the site plan prepared by Triad Associates as part of the Process IV application. 12. Location of the proposal. Provide a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if available. U-haul Facility — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY The subject property is situated on 8.28-acres, located within the jurisdictional boundaries of the City of Federal Way in the NE'/4 of Section 20, Township 21 North, Range 4 East W.M. The site is located southwest of the 16th Avenue S. and Pacific Highway South intersection, with eastern property frontage directly on Pacific Highway South. Please refer to the legal description, site plan, vicinity map and topographic map submitted as part of the Process IV application. B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): flat, rolling, hilly, steep slopes, mountainous. b. What is the steepest slope on the site (approximate percent slope)? According to the topographic survey prepared by Triad Associates, the steepest slope on the site is approximately 20% located near the central portion of the property dropping to the regional detention facility. The remainder of the site, the area proposed for development, is relatively flat at 1 %-5%. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, and muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. According to the Preliminary Geotechnical Report prepared by Associated Earth Sciences, Inc. on June 13, 2001, the site is underlain by loose to medium dense fill overlying an alluvial deposit consisting of loose/medium stiff sand, clayey silt, and silty clay, overlying dense to very dense advance washout sand and gravel. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. There are no apparent indications of unstable soils on -site or in the immediate vicinity. According to the King County Sensitive Areas Map, there are no erosion, landslide or seismic hazard areas within close proximity of the site. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Grading of the site will be necessary to prepare the building pads, parking area, roadway and utility improvements. Based on preliminary grading plan prepared by Triad Associates, there will be approximately 4,000 cubic yards of excavation and 4,000 cubic yards of fill. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Some erosion could occur on -site as a result of construction activities; however, temporary erosion and sedimentation control measures to be approved by the City of Federal Way will be employed to reduce erosion impacts. U-haul Facility — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY 2. Air g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? According to preliminary calculations, the site area being developed will be covered by approximately 70% of impervious surface areas. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: During construction, the contractor will follow an approved temporary erosion and sedimentation control plan meeting City of Federal Way standards. Typical measures, which may be employed, include the use of silt fences, straw bales, and temporary storm drainage features. Hydroseeding exposed soils and cleared areas after construction will also reduce the potential for erosion. a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, and industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Construction: Emissions and dust particulates generated primarily by construction equipment will be produced during the construction phase of this project. The amount of emissions to the air will be minimal and will occur during the actual construction of the development. Long Term Air Quality: Long-term air impacts would be those typically associated with commercial land uses. Sources of long-term emissions and odor could include vehicle emissions from increased vehicle use generated by the new retail and storage facility. The additional vehicular emissions in these areas are not anticipated to concentrate and therefore are not anticipated to create a health hazard to the surrounding areas. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. No. c. Proposed measures to reduce or control emissions or other impacts to air, if any: If particulates become suspended during construction, frequent watering of the site during the construction phase of the project could help control dust and other particulates generated on the site. 3. Water a. Surface 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, and wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. 4 ,-1 I U-haul Facility — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY According to the Wetland Delineation and Stream Identification Report prepared by AESI, the Level 1 Downstream Analysis prepared by Triad Associates, and the Federal Way inventory, the site contains a wetland and stream complex constructed as part of the Kitts Corner Regional Detention Facility located on the western portion of the subject property. The wetland is defined as a Category II Wetland and the stream is defined as a Major Stream pursuant to the Federal Way City Code. The stream is a tributary of Hylebos Creek. 2) Will the project require any work over, in or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Yes, the proposed development will discharge treated storm water directly to the regional detention facility. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. No filling or dredging will occur in the wetland or the regional detention facility. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. There are no proposed surface water withdrawals or diversions. 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. According to the King County Sensitive Areas Map (Floodplains), the site does not lie within a 100-year floodplain. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.) Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. N/A c. Water Runoff (including storm water): U-haul Facility — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. On -site storm water runoff will primarily be generated from building rooftops, parking areas and associated drive aisles. Storm water will be collected and directly discharged to the existing Kitts Corner Regional Detention Facility at the western portion of the site. See the Preliminary Storm Drainage Report and Preliminary Utility Layout prepared by Triad Associates as part of the Process IV application for more detail. 2) Could waste materials enter ground or surface waters? If so, generally describe. Some pollutants normally associated with commercial development could enter ground or surface waters; however, the amount would be minimal since the on -site drainage will include the use of water quality facilities in conformance with the City of Federal Way standards. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: The storm water runoff will be collected and conveyed to the existing Regional Detention Facility in conformance with the City of Federal Way standards. 4. Plants Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, hemlock, pine, other shrubs grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage water plants: water lily, eelgrass, milfoil, other: b. What kind and amount of vegetation will be removed or altered? The site is currently undeveloped with minimal vegetation. The eastern and central portion of the site, which is proposed for development, is generally devoid of vegetation other than low -growing shrubs and grasses. The western portion of the property, which contains the Kitts Corner Regional Detention Facility has vegetation characteristic of wetland areas. The shrubs and grasses in the eastern and central portion of the property will be removed for construction of the buildings and vehicular driveways and parking areas. The vegetation in the regional detention facility easement area is not proposed for removal or alteration. Approximately 10,080 square feet of the Kitts Corner Regional Detention Facility's designated 100-foot standard wetland buffer will be temporarily disturbed as a result of the following on -site development activities: Construction and installation of approximately 90 lineal feet (If) of 8- inch polyvinyl chloride (PVC) sewer main and associated appurtenances to connect on -site facilities to existing sanitary sewer infrastructure; and 6 U-haul Facility — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY • Construction of approximately 370 If of storm sewer and associated appurtenances to convey both on- and off -site stormwater to the Kitts Corner Regional Detention Facility. To facilitate safe and efficient construction of the proposed sanitary and stormwater sewer facilities, 30-foot temporary construction corridors will be required within the designated standard wetland buffer to provide access and areas for temporary stockpiling of materials (i.e., trench excavation and backfill, piping, etc.) during construction. The construction corridors will be centered over the location of the proposed sanitary and stormwater sewer facilities. Equipment used to install the proposed facilities may include backhoes, trackhoes, and/or similar and normal construction equipment. As the proposed sanitary and stormwater sewer facilities will be constructed of sound materials and regularly maintained during subsequent operation, the proposed sanitary and stormwater sewer facilities will not impact the designated standard wetland buffer during operation. On -site wetland buffer habitat has been highly modified by historic on -site fill and grading activities and currently consists of a compacted gravel access road located immediately adjacent to the Kitts Corner Regional Detention Facility, a constructed slope within the central portion of the wetland buffer, and a flat plateau within the eastern portion of the wetland buffer. The compacted gravel road provides maintenance access to the Kitts Corner Regional Detention Facility. Wetland buffer habitat to be impacted by project - related actions currently supports grass communities typical of hydroseeded upland constructed slopes (i.e., Agrostis spp., Poa spp. Festuca spp., etc.) and dense to sparse stands of Scotch broom (Cytisus scoparius) within the topographically flatter portions of the standard wetland buffer. c. List threatened or endangered species known to be on or near the site. There are no known threatened or endangered species on or near the site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Native landscaping will be installed along the perimeter of the development area and street frontages pursuant to City of Federal Way guidelines. The vegetation near and around the wetland and stream complex will remain undisturbed. Upon installation of the proposed sanitary and stormwater sewer facilities, pre -construction grades and contours will be restored and all disturbed areas will be hydroseeded to stabilize exposed soils. In addition, native shrub species will be established within the wetland buffer area currently supporting non-native shrubs as detailed on the attached Wetland Buffer Restoration Plan. As the constructed sloped areas of the wetland buffer currently support grass communities, restoration within these areas will be limited to replacement of disturbed vegetation in -kind through hydroseeding only. The existing gravel road immediately adjacent to the Kitts Corner Regional Detention Facility will be replaced in -kind with compacted gravel. U-haul Facility — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY 5. Animals a. Circle any birds and animals, which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: fish: bass, perch, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None are known to exist on or near the site. c. Is the site part of a migration route? If so, explain. No. d. Proposed measures to preserve or enhance wildlife, if any: Installation of native landscaping will provide coverage and habitat for urban tolerant wildlife. In addition, the vegetation within the regional detention facility easement area will remain undisturbed. 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electrical energy will be the primary source of power serving the needs of the project and natural gas will be made available for the purpose of heating and other needs associated with the commercial development. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: The commercial buildings that will be constructed as a result of this project will meet or exceed the applicable commercial energy conservation/consumption requirements in the City of Federal Way and the Uniform Building Code. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. It is unlikely under normal working conditions that environmental health hazards would be encountered. All project -related construction will meet or exceed current local, state and federal laws. 1) Describe special emergency services that might be required. U-haul Facility — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY In the event that environmental health hazards are encountered or occur during construction, all appropriate precautionary measures will be employed. 2) Proposed measures to reduce or control environmental health hazards, if any: State regulations regarding safety and the handling of hazardous materials will be followed during the construction process. Equipment refueling areas would be located in areas where a spill could be quickly contained and where the risk of hazardous materials entering surface water is minimized. b. Noise 1) What types of noise exist in the area, which may affect your project (for example: traffic, equipment operation, other)? The primary noise source near the project site is from vehicular traffic on Pacific Highway South to the east. The traffic noise along this roadway is not project related or generated, and is not anticipated to greatly affect the proposed project. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short-term impacts would result from the use of construction equipment during site development. Construction would occur during permitted construction hours and always in compliance with the City of Federal Way noise regulations. Long-term impacts would be those associated with the increase in vehicular traffic from future employees and customers. 3) Proposed measures to reduce or control noise impacts, if any: Construction activity will be limited to permitted construction hours and construction equipment will not be allowed to idle for continuous periods of time, which will help to mitigate the impacts of potential construction noise. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The site is currently undeveloped, other than the western portion of the property that is dedicated as a permanent easement for the Kitts Corner Regional Detention Facility. Adjacent land uses consist of undeveloped land to the north, commercial and light industrial uses to the west and south, and Pacific Highway South to the east. b. Has the site been used for agriculture? If so, describe. Not to the applicant's knowledge. c. Describe any structures on the site. There are no existing structures on site. U-haul Facility — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY d. Will any structures be demolished? If so, what? N/A e. What is the current zoning classification of the site? The site is zoned BP (Business Park) according to the City of Federal Way Zoning Map. f. What is the current comprehensive plan designation of the site? According to the City of Federal Way Comprehensive Land Use Plan, the area is designated BP. g. If applicable, what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Yes, according to the Wetland Delineation and Stream Identification Report prepared by AESI and the Federal Way inventory, a Category II Wetland and Major Stream are located on site. However, these sensitive areas are located within the regional detention facility permanent easement area outside of the proposed development area with the exception that approximately 10,080 square feet of the Kitts Corner Regional Detention Facility's designated 100-foot standard wetland buffer will be temporarily disturbed as a result of the following on -site development activities: • Construction and installation of approximately 90 lineal feet (If) of 8- inch polyvinyl chloride (PVC) sewer main and associated appurtenances to connect on -site facilities to existing sanitary sewer infrastructure; and • Construction of approximately 370 If of storm sewer and associated appurtenances to convey both on- and off -site stormwater to the Kitts Corner Regional Detention Facility. Approximately how many people would reside or work in the completed project? Approximately 3 to 5 persons would potentially work in the completed project. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: Not applicable. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: 10 U-haul Facility — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY The project will be developed in accordance with applicable City of Federal Way development and land use codes to ensure the project is consistent with the goals and policies of the Comprehensive Plan and applicable Development Regulations in effect at the time of a complete Process IV application. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None. b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low-income housing. None. c. Proposed measures to reduce or control housing impacts, if any: Not applicable. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The tallest height of any structure will not exceed 40 feet above the average building elevation, as specified in the City of Federal Way Development Regulations. b. What views in the immediate vicinity would be altered or obstructed? Development of the site would result in a change to the visual character of the site for the nearest existing businesses and roadways from that of an undeveloped site to that of a commercial development. No views would be obstructed. c. Proposed measures to reduce or control aesthetic impacts, if any: The site plan has been developed to provide a site design layout consistent with the development regulations in place for the BP zone. Proposed design and landscaping consistent with City of Federal Way's development regulations will help to reduce aesthetic impacts. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Light and glare that will be produced by this project will be that which is typically generated by commercial developments. Light and glare from the completed project would mainly occur during normal working hours, and be associated with vehicle headlights, streetlights and building lighting. b. Could light or glare from the finished project be a safety hazard or interfere with views? 11 U-haul Facility — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY Not under normal circumstances. c. What existing off -site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts, if any: Providing the required setbacks of the proposed structures from the property lines and installation of landscaping will help to alleviate some of the light and glare created by the new development from the adjacent properties and roadways. The proposed use is consistent with the land use regulations and compatible to the existing adjacent land uses. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? No recreational areas are in the immediate vicinity of the site. b. Would the proposed project displace any existing recreational uses? If so, describe. The project would not displace any existing recreational uses. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: The proposed rental and storage facility is not anticipated to trigger the need for recreational opportunities, and none are proposed as part of the development. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. None known. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. To the best of our knowledge, there are no landmarks or evidence of any significant historic, archaeological, scientific or cultural resources known to be on or next to the site. c. Proposed measures to reduce or control impacts, if any: If any such historic or cultural evidence was encountered during construction or installation of improvements, work would be halted in the area and a state - approved archaeologist/historian would be engaged to investigate, evaluate and/or move or curate such resources, as appropriate. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. 12 U-haul Facility — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY The proposed project will obtain access from the proposed new road along the northern property boundary. The new road will align with the Pacific Highway South and 16�h Avenue South intersection. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes, Metro Bus No. 195 travels along Pacific Highway South. c. How many parking spaces would the completed project have? How many would the project eliminate? Per the site plan submitted as part of the Process IV application, the completed project will have 46 parking stalls. No parking stalls will be eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). Yes, the proposed project will require the construction of half -street improvements for a new public right-of-way along the northern property boundary, plus frontage improvements along Pacific Highway South. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Please see the PM Peak Hour Trip Generation letter report by Foerster Engineering LLC. g. Proposed measures to reduce or control transportation impacts, if any: The proponent will pay necessary transportation mitigation fees to support citywide transportation improvements. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. The completed project would result in an increased need for police and fire protection as well as emergency medical service. b. Proposed measures to reduce or control direct impacts on public services, if any. The project will be designed and constructed with adequate water pressure, properly located fire hydrants and roadways constructed to allow adequate access for fire, medic and police protection vehicles. 16. Utilities a. Indicate utilities currently available at the site: 13 U-haul Facility — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY Electricity, Natural Gas, Water, Telephone, Sanitary Sewer, Septic System, Refuse Service, Other. All utilities will be extended to and through the site. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Sanitary Sewer: Lakehaven Utility District Water: Lakehaven Utility District Electricity: Puget Sound Energy Natural Gas: Puget Sound Energy Telephone: Qwest Communications Cable TV: AT&T Broadband Refuse Service: City of Federal Way Sewer will be extended from the existing sewer main running north and south along central portion of the site. Water will be extended and looped through the site from the existing water main in SR 99 along the eastern frontage of the site. Electricity, natural gas, telephone, and Cable TV will be extended to the site from the existing services in SR 99 along the eastern'frontage of the site. Refuse service will be provided by approved receptacles on the site. Approximately 10,080 square feet of the Kitts Corner Regional Detention Facility's designated 100-foot standard wetland buffer will be temporarily disturbed as a result of the following on -site development activities: • Construction and installation of approximately 90 lineal feet (If) of 8- inch polyvinyl chloride (PVC) sewer main and associated appurtenances to connect on -site facilities to existing sanitary sewer infrastructure; and • Construction of approximately 370 If of storm sewer and associated appurtenances to convey both on- and off -site stormwater to the Kitts Corner Regional Detention Facility. To facilitate safe and efficient construction of the proposed sanitary and stormwater sewer facilities, 30-foot temporary construction corridors will be required within the designated standard wetland buffer to provide access and areas for temporary stockpiling of materials (i.e., trench excavation and backfill, piping, etc.) during construction. The construction corridors will be centered over the location of the proposed sanitary and stormwater sewer facilities. Equipment used to install the proposed facilities may include backhoes, trackhoes, and/or similar and normal construction equipment. As the proposed sanitary and stormwater sewer facilities will be constructed of sound materials and regularly maintained during subsequent operation, the proposed sanitary and stormwater sewer facilities will not impact the designated standard wetland buffer during operation. On -site wetland buffer habitat has been highly modified by historic on -site fill and grading activities and currently consists of a compacted gravel access 14 ;—) U-haul Facility — City of Federal Way SEPA Checklist FOR AGENCY USE ONLY road located immediately adjacent to the Kitts Corner Regional Detention Facility, a constructed slope within the central portion of the wetland buffer, and a flat plateau within the eastern portion of the wetland buffer. The compacted gravel road provides maintenance access to the Kitts Corner Regional Detention Facility. Wetland buffer habitat to be impacted by project - related actions currently supports grass communities typical of hydroseeded upland constructed slopes (i.e., Agrostis spp., Poa spp. Festuca spp., etc.) and dense to sparse stands of Scotch broom (Cytisus scoparius) within the topographically flatter portions of the standard wetland buffer. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: Qnmr, Sonie Binek Plan Date Prepared: November 9, 2001 15 King County Department of Development,and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 Date: . Bond Quantity Worksheet for Sensitive Area Mitigations Proiect Name: Federal Way U-haul Site Date:_ 10/29/2001 Proiect Number: _ FG Number: Location: Federal Way, WA Contact Name: Address: Phone No.: PLANT MATERIALS: Plant Material prices include labor, installation, contractors' markup and sales tax, but don't include delivery. (128 % of wholesale plant price plus 'planting' from page 5.) TREES Scientific Name Common Name Unit Price Cat Unit Price Unit Price QtY Onit Price Unit Price QtY Unit Price Unit Price QIY Total 4" of 1 gallon 1 gallon 2 gallon 2 gallon 5 gallon 5 gallon Cost Abiesgrandis" grand fir Acer macrophyllum big leaf maple $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ 15.36 $ 44.74 $ Alnus rubra Red alder $ 3,20 $ 13~22 $ Arbutus menziesii Pacific madrone $ 4.48 $ 14.50 $ - Betula papyrifera ;caper birch $ 3.20. $ 13.22 $ - Fraxinus latifolia Oregon ash $ 3.20 $ 13.22 $ 7.04 $ 23.51 $ - Picea sitchensis" Sitka spruce $ 3.52 $ 13.54 $ 7.68 $ 24.15 $ - Pinus contorta" Shore pine S 3.52 S 13.54 $ 7.68 $ 24.15 $ - Pinus monticola" Western white pine $ 3.52 $ 13.54 $ 7.68 $ 24.15 $ Populus tremuloides quaking aspen $ 7.68 $ 24.15 $ - Populus trichocarpa black cottonwood $ 3.52 S 13.54 $ 7.04 $ 23.51 $ - Prunus emarginata bitter cherry $ 3.52 $ 13.54 $ Pseudotsuga menziesii' Douglas fir $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ 15.36 S 44.74 $ Taxus brevifolia* Pacific ,yew $ - Thuja plicata" western red cedar $ 3.52 $ 13.54 S 7.04 $ 23.51 $ 15.36 $ 44.74 $ Tsuga heterophylla' western hemlock $ 3.52 $ 13.54 $ 7.35 8 23.82 $ 15.36 $ 44.74 $ - All plant prices are from Fourth Corner Nurseries, Sound Native Plants, Storm Lake Growers, and Wabash Natives (containers); and Abundant Life and Frosty SHRUM`.��;t�::' Hollow (seeds). M ..::.,,.::-: •:..-.: .. t. et�P too:..,. rlxl::l :-, %1'fniS.�ri�e'':`'`�! ..1} � �s'[itLi.:Pa�ss>,.. '1:3n.1.. r d -.....-.. JCac411t([r,.l`d�cs��...�,•:.;.<:..• ........... - .- --...... - Cc� mF:rs:�1�..,,,,,.r�-.. .. .... . 2 �d:-,�c�C.._......- ... .-. .t......1:: ----" <�El.nsl:..,. .. ,.::.;.....: .t.. liiran.l,.:.>,.-...f";.....:.:2�'i]r3t1.. .. • •. t f75 -: 2:-al! .1;:-;:-r..�.tt�:�� -'c::: .,-Y 17i3':ii'i:::.. $> s.€�... ,i •�:._'..:<_:._�:: wit . { 1 �A&T::;::>:: :::: Acer circinatum vine maple $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ 14.08 $ - Amelanchier alnifolia serviceberry $ 3.52 $ 13.54 $ 7.35 $ 23.82 $ - Berberis aquifolium tall Oregon grape 97 $ 3.52 $ 13.54 $ 7.68 $ 24.15 $ 341.44 Berberis nervosa short Oregon grape $ 3.8.4 $ 13.86 $ - CornUS stolonifera red -osier dogwood $ 3.20 $ 13.22 $ 7.04 $ 23.51 $ 12.80 $ - Bond QuantitlesWorksheet Sensitive Areas Bond Quantity Worksheet Page 1 August 8, 1998 Corylus cornuta hazelnut $ 3.52 $ 13.54 $ 7.04 $ 23.51 5 Crataegus douglasii black hawthorn $ 3.20 $ 13.22 $ 7.04 $ 23.51 $ - Gaultheria shallon salal $ 1.89 213 $ 3.84 $ 13.86 $ 817.92 Holodiscus discolor ocean spray 19 $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ 66.88 Lonicera involucrata black twinberry $ 3.52 $ 13.54 $ 6.40 $ 22.87 $ 12.16 $ Myrica gale sweetgale $ Oplopanax horridus Devil's club $ 3.84 $ 13.86 $ 7.68 $ 24.15 $ - Philadelph-us lewisii mock orange $ 3.52 $ 13.54 $ 6.40 $ 22.87 $ 14.08 $ - Physocarpus capitatus Pacific ninebark $ 3.20 $ 13.22 $ 7.04 $ 23.51 $ 12.16 $ - Prunus virginiana choke cherry $ Pyrus fusca - western crabapple $ 3.20 $ 13.22 $ 7.04 $ 23.51 $ - Rhamnus purshiana cascara $ 3.20 $ 13.22 $ 7.04 $ 23.51 $ Rhododendron macro h Ilum Pacific rhododendron $ 4,17 $ 14.19 - $ - Ribes bracteosum stink currant $ 3.20 $ 13.22 $ - Ribes lacustre prickly currant $ 3.84 $ 13.86 $ Ribes sanguineum red -flowering currant $ 3.84 $ 13.86 $ % Rosa gymnbcarpa Wood rose $ 3.52 $ 13.54 $ 7.68 . $ 24.15 $ - Rosa nutkana Noo(ka rose 102 $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ 359.04 Rosa pisocarpa clustered rose $ 3.52 $ 13.54. $ 6.40 $ 22.87 $ Rubus leuc4dermis black raspberry $ Rubus parviflorus thimbleberry $ 3.52 $ 13.54 $ - Rubus spectabilis salmonberry $ 3.20 $ 1122 $ 7.04 $ 23.51 $ - Salix geyeriana Geyer willow $ 3.20 $ 13.22 $ 6.40 $ 22.87 $ - Salix hookeriana Hooker's willow $ 2.89 $ 12.91 $ 6.40 $ 22.87 $ - Salix lasiandra Pacific, willow $ 3.20 $ 13.22 $ 6.40 $ 22.87 $ Salix scouleriana Scouler willow $ 12.16 $ Salix sitchensis Sitka willow $ 3.20 $ 13.22 $ 6.40 $ 22.87 $ - Sambucus racemosa red elderberry $ 3.52' $ 13.54 $ 7.04 $ 23.51 $ - Sorbus sitchensis Cascade mountain ash $ 3.52 $ 13.54 15 $ 7.04 $ 23.51 $ 105.60 Symphoricarpos albus snowberry $ 3.20 $ 13.22 $ 7.04 $ 23.51 $ - Vaccinium ovatum evergreen huckleberry $ 3.84 $ 13.86 $ - Vaccinium parvifolium red huckleberry $ 2.91 $ 5.45 $ 15.47 $ S iahtl€td h€:one �_C 111fi7,.?: Noi1'.r:. i.1 nit Pfic'r MU. air Carex comosa Bristly sedge $ 1.32 $ - Carex lenticularis Shore sedge $ 1.32 $ - Carex I yngbyei Lyngby sedge -1.32 $ - Carex obnupta Slough sedge. $ 1.32 $ 19.20 $ 19.20 $ - Carex rostrata (utriculata) Beaked sedge $ 1.32 Carex stipata Sawbeak sedge $ 1.32 $ Eleocharis acicularis Spikerush $ - Eleocharis palustris Common S&erush $ 1.32 $ - luncus acuminatus Tapered rush $ 1.32 $ - /uncus articulatus Jointed rush $ luncus effusus (var. pacificus, gracili Soft rush $ 1.32 $ Juncus ensifolius jDagger leaf rush $ 1,32 $ Bond Qua ntltiesWorksheet Sensitive Areas Bond Quantity Worksheet Page 2 August 8, 1998 Juncus oxymeris Pointed rush $ 1.06 Scirpus acutus Hardstem bulrush $ 1.32 $ 23.04 $ 23.04 $ Scirpus maritimus Saltmarsh bulrush $ 1.32 $ Scirpus microcarpus Small -fruited bulrush $ 1.32 $ _ .. ,t..:.:....:. :.::. �SSC' - - - •[ rr,;}itls .Naar,• t 4 ,er ! : n r u• ni1 . Nan ., -� ijlZit i'llr.. ' 1t{ tEr lE I r,.+ E ftH f'Ti { t� r3! .. cif Pr+C�• -t'r�i I'Isr.,:� . q '. '•.._....:..: _lr�rt _ {.)I•; r. lnta€ Alopecurus aequalis Short -awn foxtaiI $ Alopecurus genicufatus Water foxtail $ 1.00 $ Beckmannia syzigachne American �Ioughgrass _ $ 1.20 $ 3.04 $ 3.04 $ _ Calamagrostis canadensis Bluejoint reedgrass $ Cinna latifolia Wood reed $ _ Deschampsia caespitosa Tufted hairgrass $ 1.06 $ 9.60 $ 9.60 $ _ Elymus glaucus Blue wildrye $ 1.36 $ 1.36 $ Festuca idahoensis Idaho fescue $ 3.52 $ 3.5.2 Festuca rubra var. rubra Red fescue $ 4.79 $ 4.79 $ Glyceria borealis (occidenta Northern mannagrass $ 1.60 $ - 1.60 $ Glyceria elata Tall mannagrass $ 1.45 $ 1.60 $ 1.60 $ Pahicum occidentale Western panic -grass $ _ - - -- h. i2rrls i'I iN: tv.un ::...,::::,, .:.. ...... ..:...:.:: r .<717 rrsI F t`:.fn r� .E 's7ti {�ri: }r Y �_ :t _ }snit i'!ir '= i . <<tli<�n i ;ieir .rr; .. „,r!E•,n ' _ � )1,;�. 13nif k>;:.. _ _ rllz n '.3;r<rtli=in } , tl ricer _ � r,i : ri:::.. .�._�.#_.. Lr# .ail an - - -�- _. ..'.. s' i ntal { fa,5t Athyrium filix-fernina lady fern $ 3.84 $ 13.86 $ Blechnum spicant deer fern $ 3.84.1 $ 13.86 $ Dryopteris expansa shield fern $ 3.52 $ 13.54 $ - Polystichum munitum western sword fern $ 3.84 $ 13.86 $ - Pteridium aquilinium bracken $ €` ;c•::fi: ii:rI ;- --::rrr,:,ir {a. rr :r � _ ......M.... . . . .......... . ..._.._..�_ ? ui 1 r• .i' T�[,t� __ ----- r; 4 rr r i 1~S;a Eltrt m it l..srlr tl"F' t •�=Ik a� �t. i�1... far. t'-,�r. ti,.�, l•,r,>�� + Etnit l rt €-�,�f�l:�r Q� - I It i.t 'fEGw. 5' �alTiii� ��`�`` j.._.Y� .......,.,1;.. ---�-- ��..r f. I. t n i Cup,! .._._3 Achillea millefolium Yarrow $ 11.52 Anaphalis margaritacea Pearly everlasting $ 7.68 Arctostaphylos uva-ursi Kinnikinnick $ 2.27 $ 33.28 $ 33.28 $ - Aruncus dioicus Goat's beard $ 3.52 $ 13.54 $ 33.28 $ 33.28 $ - Caltha palustris Marsh marigold $ 4.17- $ d 4.19 $ 20.48 $ 20.48 $ Dicentra formosa Bleeding heart $ 2.27 $ 3.20 $ 13.22 $ 122.88 $ 122.88 $ - Epilobium angustifolium Fireweed $ 61.44 $ Fragaria chiloensis- Coast strawberry $ 2.27 $ 57.60 $ Geum macrophyllum Big -leaf avens . $ 2.27 $ 57.60 $ 51.20 $ Heracleum lanatum Cow parsnip $ 1.45 $ Hydrophyllum tenuipes Pacific waterleaf $ 2.27 $ 17.92 $ Linnaea borealis Twinflower $ 2.27 $ 17.92 $ 143.46 $ Lupinus polyphyllus Big -leaf lupine $ 6.73 $ 6.72 $ Lysichiton americanum, , Skunk cabbage $ 3.84 $ 13.86 $ Maianthemum dilatatum Wild lily of the valley 1 $ 2.27 $ Bond Qua ntitiesWorksheet Sensitive Areas Bond Quantity Worksheet Page 3 August B, 1998 Mimulus guttatus Yellow monkey flower $ 2.27 $ 128.00 1 $ 128.00 $ - Myosotis laxa Small forget-me-not $ 26.88 $ Oenanthe sarmentosa Water parsley $ 2.56 $ 12.58 $ 26.88 $ 44.80 $ - Osmorhiza chiloensis Sweet'cicely $ 44.80 $ 44.80 ° $ Oxalis oregana Wood -sorrel $ 2.27 $ 89.60 $ - Petasites frigidus Coltsfoot $ 3.20 $ 13.22 $ 89.60 $ - Polygonum persicaria Lady's thumb $ _ Potentilla fruticosa Bush potentilla $ _ Smilacina stellata Solomon's Star $ 2.27 $ Stachys cooleyae Great betony $ 102.40 $ - Tellima grandiflora Fringecup $ 38.40 $ - Tiarella trifoliata Foamflower $ 143.46 $ - Tolmiea menziesii Piggy -back plant $ 2.27 - $ 102.40 $ 102,40 $ - Viola glabella Stream violet $ 2.27 $ - I U STA LLATI0 N: COSTS `f LAB 0 W_;_FfOU :K Compost, vegetable, delivered and spread $ ` 37.88 CY 10 $ 378.80 Decompacting till/hardpan, medium, to 6" depth $ 1.57 CY Decompacting till/hardpan, medium, to 12" depth $ 1.57 CY Fertilize, slow release tablets, 30gm/tree $ 3.21 Each $ - Hydroseeding $ 0.51' SY 1113 $ 567.63 Labor, general (landscaping) _ _ $ 25.00 HR $ - Labor, general (construction) $ 37.00 HR $ - Labor: Consultant, supervising $ 55.00 HR $ - Labor: Consultant, on -site re -design $ 95.00 HR $ - PLANTS: Potted, 4" diameter, medium $ 0.68 Each $ PLANTS: Container, 1 gallon, medium soil $ 10.02 Each $ - PLANTS: Container, 2 gallon, medium soil $ 16.47 Each $ - PLANTS: Container, 5 gallon, medium, soil $ 29.38 Each $ - PLANTS: Seeding, by hand 1 $ 0.44 SY $ - PLANTS: Slips (willow, red -osier) $ 1.32 Each $ PLANTS: Stakes (willow) 1 $ 0.96 Each $ Rental'of decompacting machinery & operator $ 70.65 Hour Sand, coarse builder's, delivered and spread $ 42.06 CY $ - Staking material (set per tree) $ 7.00 Each 15 $ 105.00 Surveying, line & grade I $ 605.44 DAY $ - Surveying, lot location & lines $ 1,353.60 ACRE $ - Surveyirig, topographical 1 1 $ 2,160.00 ACRE $ - Tilling topsoil, disk harrow, 20hp tractor, 4"-6" deep $ 1 .02 SY $ - OTHCR THROUGH . -'- ON Rl i > PERFOID f Inspection, annual $ 1,200.00 EACH $ - inspection, final $ 575.00 EACH $ Maintenance, semi-annual $ Maintenance, annual $ ` Monitoring, annual $ 1,200.00 LEACH 1 5 $6,000.00 Bond Qua ntitiesworksheet Sensitive Areas Bond Quantity Worksheet Page 4 August 8, 1998 Watering, 1 " of water, 50' soaker. hose $ 3.62 MSF $ Irrigation - temporary $ 2,000.00 Acre 0.23 $ 460.00 Irrigation - buried $ 4,500.00 Acre .. JUMP _ . --- - - >-- .... ::,:; ........::a. AT �iRUC.�! URA { ��Et�E ��` Fascines (willow) Each $ _ Logs, (cedar), w/ root wads, 16"-24" diam., 40' long $ 1,000.00 Each $ - Logs (cedar) w/o root wads, 16"-24" diam., 40' $ 400.00 Each $ - Logs, w/o root wads, 16"-24" diani., 40' long $ 245.00 Each $- Logs w/ root wads, 16"-24" diam., 40' long $ 460.00 Each $ - Rocks, one-man $ 60.00 Each - Rocks, two -man $ 85.00 Each Root wads $ 163.00 Each _ Spawning gravel, type A $ 22.00 CY $ Weir - log $ 1,500.00 Each Weir - adjustable $ 2,000.00 Each Woody debris, large $ 163.00 Each $ - Snags - anchored $ 400.00 Each Snags - on site $ 50.00 Each Snags - imported ..- ,.__. AM ?�r $ 800.00 Each -• _ ..,.__.,.-sue:-:a-::. ..... :.. 4 � :.:die:�� _ - !, .,....;;tom . ��- w x. x ! ��•::2f... .: 3: (:3]Et C UPI t lii}t[_1iv p.' ;ti'r: .3a, 8ackfill and Compaction -embankment $ 4.89 CY Crushed surfacing, 1 1/4" minus $ 74.30 CY $ - Ditching_ $ 7.03 CY $ _ Excavation, bulk $ 1.30 CY $ - Fence, silt $ 1.20 LF $ - IuteMesh $ 1.26 SY $ - Mulch, by hand, straw, 2" deep $ 1.27 SY $ - Mulch, by hand, wood chips, 2" deep $ 3.25 SY $ - Mulch, by machine, straw, 1" deep $ 0.32 SY $� Piping, temporary, CPP, 6" $ 9.30 LF $ Piping, temporary, CPP, 8" $ 14.00 LF $ - Piping, temporary, CPP, 12" $ 18.00 LF $ - Plastic covering, 6mm thick, sandbagged $ 2.00 SY $ - Rip Rap, machine placed, slopes $ 33.98 CY $ - Rock Constr. Entrance 100'x15'xl' $ 2,546.68 Each $ Rock Constr. Entrance 50'xl5'xl' $ 1,273.34 Each $ - Sediment pond riser assembly $ 1,695.11 Each $ - Sediment trap, 5' high berm $ 15.57 LF $ Sediment trap, 5' high berm w/spillway incl. riprap $ 59.60 LF $ Sodding, 1" deep, level ground $ 5.24 SY $ Sodding, 1" deer}, sloped ground $ 6.48 SY $ - Straw bales, place and remove $432.00 TON $ - Topsoil, delivered and spread $ 35.73 CY $ Bond Qua ntitiesworksheet Sensitive Areas Bond Quantity Worksheet Page 5 August 8, 1998 GENERAL fTEMS - -- - - Fencing, chain link, 6' high $ 18.89 LF Fencing, chain link, corner posts $ 111.17 Each $ - Fencing, chain link, gate 1 $ 277.63 Each $ - Fencing, split rail, 3' high (2-rail) $ 10.54 LF $ Fencing, temporary (NGPE) $ 1.20 LF $ - Signs, sensitive area boundary $ 2. () Each $ ......... . SUBTOTAL (SUM ALL PAGES): 20% CONTINGENCY & MOBILIZATION: TOTAL: Bond QuantitiesWorksheet D $ 1,840.46 $ 11,042.77 Sensitive Areas Bond Quantity Worksheet Page 6 August 8, 1998 King County Department of Development,and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 Date: , Bond Quantity Worksheet for Sensitive Area Mitigations Project Name: Federal Way U-haul Site Date: 10/29/2001 Project Number: FG Number: Location: Federal Way, WA Contact Name: Address: Phone No.: PLANT MATERIALS: Plant Material prices include labor, installation, contractors' markup and sales tax, but don't include delivery. (128% of wholesale plant price plus "planting" from page 5.) TREES I I- Scientific Name Common Name Unit Price t Unit Price Unit Price Qty Unit Price Unit Price Qty Unit Price Unit Price Qty Total 4" pot 1 gallon 1 gallon 2 gallon 2 gallon 5 gallon 5 gallon I Cost Abies grandis'" grand fir Acer macrophyllum big leaf maple $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ 15.36 $ 44.74 $ - Alnus rubra Red alder $ 3,20 $ 13:22 $ - Arbutus menziesii Pacific mad rone $ 4.48 $ 14.50 $ - Betula papyrifera paper birch $ 3.20_ $ 13.22 $ - Fraxinus latifolia Oregon ash $ 3.20 $ 13.22 $ 7.04 $ 23.51 $ - Picea sitchensis* Sitka spruce $ 3.52 $ 13.54 $ 7.68 $ 24.15 $ - Pinus contorta" Shore pine $ 3.52 $ 13.54 $ 7.68 $ 24.15 $ - Pinus monticola" Western white pine $ 3.52 $ 13.54 $ 7.68 $ 24.15 $ Populus tremuloides quaking aspen $ 7.68 $ 24.15 $ - Populus trichocarpa black cottonwood $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ Prunus emarginata bitter cherry $ 3.52 $ 13.54 $ Pseudotsuga menziesii" Douglas fir $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ 15.36 $ 44.74 $ Taxus brevifolia* Pacific ,yew $ Thuja plicata` western red cedar $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ 15.36 $ 44.74 $ Tsuga heterophylla" western hemlock $ 3.52 $ 13.54 $ 7.35 $ 23.82 $ 15:36 $ 44.74 $ All plant prices are from Fourth Corner Nurseries, Sound Native Plants, Storm Lake Growers, and Wabash Natives (containers); and Abundant Life and Frosty Hollow (seeds). k. x. . . --< .f�... sL .i y>-w;::^„":::-x : •;�r�� t;::I�t`•r <••.�. •; ,:'•F: �+ •.. m f.. .>::::• Ifrr:., _ ,s i k =::.: �� x Acer circinatum vine maple $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ 14.08 $ - Amelanchier alnifolia serviceberry $ 3.52 $ 13.54 $ 7.35 $ 23.82 $ - Berberis aquifolium tall Oregon grape 97 $ 3.52 $ 13.54 $ 7.68 $ 24.15 $ 341.44 Berberis nervosa short Oregon grape $ 3.8-4 $ 13.86 $ - Cornus stolonifera red -osier dogwood $ 3.20 $ 13.22 $ 7.04 $ 23.51 $ 12.80 $ - Bond Qua ntitiesWorkshe!t Sensitive .Areas Bond Quantity Worksheet Page 1 August 8,-1998 Corylus cornuta hazelnut $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ - Crataegus douglasii black hawthorn $ 3.20 $ 13.22 $ 7,04 $ 23.51 $ - Caultheria shallon salal $ 1.89 213 $ 3.84 $ 13.86 $ 817.92 Holodiscus discolor ocean spray 19 $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ 66.88 Lonicera involucrata black twinberry $ 3.52 $ 13.54 $ 6.40 $ 22.87 $ 12.16 $ -- Myrica gale sweetgale I I $ _ Oplopanax horridus Devil's club $ 3.84 $ 13.86 $ 7.68 $ 24.15 $ - PhiladelphLs lewisii mock orange $ 3.52 $ 13.54 $ 6.40 $ 22.87 $ 14.08 $ - Physocarpus capitatus Pacific ninebark $ 3.20 $ 13.22 $ 7.04 $ 23.51 $ 12.16 $ - Prunus virginiana choke cherry $ _ Pyrus fusca - western crabapple $ 3.20 $ 13.22 $ 7.04 $ 23.51 $ Rhamnus purshiana cascara $ 3,20 $ 13.22 $ 7.04 $ 23.51 $ Rhododendron macro h Ilum Pacific rhododendron $ 4.17 $ 14.19 - $ Ribes bracteosum stink currant $ 3.20 $ 13.22 $ Ribes lacustre prickly currant $ 3.84 $ 13.86 $ Ribes sanguineum red -flowering currant $ 3,84 $ 13.86 $ Rosa gymnbcarpa Wood rose $ 3.52 $ 13.54 $ 7:68 . $ 24.15 $ - Rosa nutkana Nootka rose 102 $ 3.52 $ 13.54 $ 7.04 $ 23.51 $ 359.04 Rosa pisocarpa clustered rose $ 3.52 $ 13.54 $ 6.40 $ 22.87 $ Rubus leucgdermis black raspberry $ Rubus parviflorus thimbleberry $ 3.52 $ 13.54 $ Rubus spectabilis salmonberry $ 3.20 $ 11.22 $ 7.04 $ 23.51 $ Salix geyeriana Geyer willow $ 3.20 $ 13.22 $ 6.40 $ 22.87 $ Salix hookeriana F•looker's willow $ 2.89 $ 12.91 $ 6.40 $ 22.87 $ Salix lasiandra PacifiSwillow $ 3.20 $ 13.22 $ 6.40 $ 22.87 $ Salix scouleriana Scouler willow $ 12.16 $ - Salix sitchensis Sitka willow $ 3.20 $ 13.22 $ 6.40 $ 22.87 .,$ - Sambucus racemosa red elderberry $ 3.52` $ 13.54 $ 7.04 $ 23.51 $ - Sorbus sitchensis Cascade mountain ash $ 3.52 $ 13.54 15 $ 7.04 $ 23.51 $ 105.60 Symphoricarpos albus snowberry $ 3.20 $ 13.22 $ 7.04 $ 23.51 $ - Vaccinium ovatum evergreen huckleberry $ 3.84 $ 13.86 $ Vaccinium parvifolium red huckleberry $ 2.91 $ 5.45 $ 15.47 <:..,, ........ . SCi ritilir 3y'.ahle floolfiloo k.tmV, t::riii i rir : ;� ;ni; Prir r, 'its ;iris ['rir'r' i. ni{ }'ri: i ziy' j !lhl it IV .:{fit ! Carex comosa ........ T., .;:- :'`# ``it�l. .. ,........... :.. : ..7.... -. .... Bristly sedge $ 1.32 i•2.'.c;i ti'[1:: I--_.��- tr'itT-_ � -;•vII 'f: t -.i-"F�iiE?"`(I lt; T M ,.... $ Carex lenticularis Shore sedge $ 1.32 $ Carex lyngbyei Lyngby sedge ,$ -1.32 $ - Carex obnupta Slough sedge. $ 1.32 $ 19.20 $ 19.20 $ - Carex rostrata (utriculaia) Beaked sedge $ 1.32 Carex stipata Sawbeak sedge $ 1.32 $ Eleocharis acicularis Spikerush $ - Eleocharis palustris Common Sp'ikerush $ 1.32 $ - luncus acuminatus Tapered rush $ 1.32 $ - Juncus articulates Jointed rush $ luncus effuses (var. paclficus, graciti Soft rush $ 1.32 $ )uncus ensifolius Dagger leaf rush $ 1.32 $ - BondquantitiesWorksheet Sensitive Areas Bond Quantity Worksheet Page 2 August 8, 1998 luncus oxymeris Pointed rush $ 1.06 - $ _ Scirpusacutus Hardstem bulrush $ 1.32 $ 23.04 $ 23.04 $ _ Scirpus maritimus Saltmarsh bLlrush $ 1.32 $ Scirpus microcarpus Small -fruited bulrush $ 1.32 $ _ t. t�i 5t'ti ^•[ir 1131E1.� I .... .i3 ki'•+, 11 Si•. l.'4;ri i'!E'' Al I F y •Yltrt}i '�i:YY1 I, ki lF': � ^, a �Y`• ...... !t!I'fl tit �, I;vfl {i 3;7 7t�• t. . 1. i F i.C.a . �1 [.E tiil } _ `?II - .... ..... E y I jt 3{� t IIS t:. Alopecurus aequalis Short -awn foxtail $ _ Alopecurus genicula(us Water foxtail $ 4.00 $ Beckmannia syzigachne American sloughgrass $ 1.20 $ 3.04 $ 3.04 $ Calamagrostiscanadensis Bluejoint reedgrass $ _ Ci.nna latifolia Wood reed $ _ Deschampsia caespi(osa Tufted hairgrass $ 1.06 $ 9.60 $ 9.60 $ _ Elymus glaucus Blue wildrye $ 1.36 $ 1.36 $ Festuca idahoensis Idaho fescue $ 3.52 $ 3.52 Festuca rubra var. rubra Red fescue $ 4.79 $ 4.79 _ Glyceria borealis (occidenta Northern mannagrass $ 1.60 $ 1.60 $ - Glyceria elata Tall mannagrass $ 1.45 $ 1.60 $ 1.60 $ _ Panicum occidentale Western panic -grass $ _ F�CriS .. .._._.._......__.....�._._....._..._.......� rITI, „ i:.lIr: .. .._....._........--------- --- ........ - 1.`S'!t1 •'il .. ._........._........._._�, (:t ;..: [1:7it 1�Yire-` .:.I:`�'aIIr.1[Y�:. li11 Fi{ -- - - - ... 't:r;�11Un ' .. $ Athyrium filix-femina lady fern $ 3.84 $ 13.86 Blechnum spicant deer fern $ 3.84 $ 13.86 $ - Dryopteris expansa shield fern $ 152 $ 13.54 $ _ Polystichum munitum • western sword fern $ 184 $ 13.86 $ - Pteridium aquilinium bracken -- $ r.. idi !,17 I I atlriu 1Ilji 1.:=�iEriii:: ------ -- ?ii rriu, <SeF eli.::. ---- i1[+i jlo, . ...........� j ,«cf• s, i. �• lit'V I": t Il ........ ... . �....... Yiiii.n:.... I .a�s.t Achillea millefolium Yarrow $ 11.52 Anaphalis margari(acea Pearly everlasting I $ 7.68 Arctostaphylos uva-ursi Kinnikinnick $ 2.27 $ 33.28 $ 33.28 $ - Aruncus dioicus Goat's beard $ 3.52 $ 13.54 $ 33.28 $ 33.28 $ - Caltha palustris Marsh marigold $ 4.17- $ d 4.19 $ 20.48 $ 20.48 $ - Dicentra formosa Bleeding heart $ 2.27 $ 3.20 $ 13.22 $ 122.88 $ 122.88 $ - Epilobium angus(ifolium Fireweed - $ 61.44 $ - Fragaria chiloensis Coast strawberry $ 2.27 $ 57.60 $ - Geum macrophyllum Big -leaf avens $ 2.27 $ 57.60 $ 51.20 $ Heracleum lanaturn ICow parsnip $ 1.45 $ - Hydrophyllum tenuipes Pacific waterleaf $ 2.27 $ 17.92 $ - Linnaea borealis Twinflower $ 2.27 $ 17.92 $ 143.46 $ - Lupinus polyphyllus Big -leaf lupine $ 6.73 $ 6.72 $ - Lysichiton americanum, Skunk cabbage $ 3.84 $ 13.86 $ - Maianthemum dilatatum Wild lily of the valley $ 2.27Ell $ - Bond Qua ntitiesWorksheet Sensitive Areas Bond Quantity Worksheet Page 3 August 8, 1998 Mimulus guttatus Yellow monkey flower $ 2.27 $ 128.00 $ 128.00 $ - Myosotis laxa Small forget-me-not $ 26.88 $ Oenanthe sarmentosa Water parsley $ 2.56 $ 12.58 $ 26.88 $ 44.80 $ - Osmorhiza chiloensis Sweet'cicely $ 44.80 $ 44.80 $ - Oxalis oregana Wood -sorrel $ 2.27 $ 89.60 $ - Petasites frigidus Coltsfoot $ 3.20 $ 13.22 $ 89.60 $ - Polygonum persicaria Lady's thumb $ _ Potentilla fruticosa Bush potentilla $ _ Smilacina stellata Solomon's Star $ 2.27 $ Stachys cooleyae Great betony $ 102.40 $ Tellima grandiflora Fringecup $ 38.40 $ - Tiarella trifoliata Foamflower $ 143.46 $ - Tolmiea menziesii Piggy -back plant $ 2.27 - $ 102.40 $ 102,40 $ - Viola glabella Stream violet 7W7 :I p . $ 2.27 I init 'r'ris. t ai1 C3dtU1PhNTC!RH I-E FRTSTALLATI0N if i $ - ..__._._........ �.. ---- - - -- - Compost, vegetable, delivered and spread $ ' 37.88 CY 10 $ 378.80 Decompacting till/hardpan, medium, to 6" depth $ 1.57 CY Decompacting till/hardpan, medium, to 12" depth $ 1.57 CY Fertilize, slow release tabl4ts, 30gm/tree $ 3.21 Each y $ - Hydroseeding $ 0.51 SY 1113 $ $67.63 Labor, general.(landscaping) $ 25.00 HR $ - Labor, general (construction) $ 37.00 HR $ - Labor: Consultant, supervising $ 55.00 HR $ - Labor: Consultant, on -site re -design $ 95.00 HR $ PLANTS: Potted, 4" diameter, medium $ 0.68 Each $ PLANTS: Container, 1 gallon, medium soil $ 10.02 Each $ PLANTS: Container, 2 gallon, medium soil $ 16.47 Each $ PLANTS: Container, 5 gallon, medium,soil $ 29.38 Each $ PLANTS: Seeding, nd $ 0.44 SY $ PLANTS: Slips (willow, red -osier) $ 1.32 Each $ - PLANTS: Stakes (willow) I $ 0.96 Each $ Rental'of decompacting machinery & operator $ 70.65 Hour Sand, coarse builder's, delivered and spread $ 42.06 CY $ - Staking material (set per tree) $ 7.00 Each 15 $ 105.00 Surveying, line & grade $ 605.44 DAY $ - Surveying, lot location & lines $ 1,353.60 ACRE $ - Surveying, topographical 1 1.$ $ 2,16o.00 ACRE $ - Tilling topsoil, disk harrow, 20hp tractor, 4"-6" deep 1.02 SY $ - aT_Ht CC35TS `-- TIHRaUGFiC?3T",'4tDNE CARING PERIOD if^,if :`rir o: 1::ttit f :•f: Inspection, annual $ 1,200.00 EACH $ Inspection, final $ 575.00 EACH $ Maintenance, semi-annual $ - Maintenance, annual $ - Monitoring, annual $ 1,200.00 EACH 5 $' 6,000.00 BondQuantitiesWorksheet Sensitive Areas Bond Quantity Works Ieet Page 4 August 8, 1998 Watering, 1" of water, 50' soaker hose $ 3.62 MSF $ - Irrigation - temporary $ 2,000.00 Acre 0.23 $ 460.00 Irrigation - buried $ 4,500.00 Acre -- - ...Unit. - HA -.: .Qt .. �� r` I ti101 Fascines (willow) Each $ - Logs, (cedar), w/ root wads, 16"-24" diam., 40' long $ 1,000.00 Each $ - Logs (cedar) w/o root wads, 16"-24" diam., 40' $ 400.00 Each $ - Logs, w/o root wads, 167-24" diani., 40' long $ 245.00 Each $- - Logs w/ root wads, 16"-24" diam., 40' long $ 460.00 Each $ - Rocks, one-man $ 60.00 Each $ - Rocks, two -man $ 85.00 Each $ - Root wads $ 163.00 Each $ - Spawning gravel, type A $ 22.00 CY $ Weir - log $ 1,500.00 Each Weir -adjustable $ 2,000.00 Each Woody debris, large $ 163.00 Each Is - Snags - anchored $ 400.00 Each Snags - on site $ 50.00 Each Snags - imported $ 800.00 Each �. w. r.;.....:... ....... ,ERR....? . ............t. �.. �'t ?.Yi..... ..--•---�- .. -.-: :::.---. _.........:.--: l.nrt cs-t .. L7n�:t., - .:: ::.:: • 1y:: ;. ;; >sS :i>:;:.-: s##•.'€j. ?? eackfill and Compaction -embankment $ 4.89 CY $ - Crushed surfacing, 1 1/4" minus $ 74.30 CY $ - Ditching_ $ 7.03 CY $ - Excavation, bulk $ 1.30 CY $ - Fence, silt $ 1.20 LF $ - jute Mesh $ 1.26 SY $ - Mulch, by hand, straw, 2" deep $ 1.27 SY $ - Mulch, by hand, wood chips, 2" deep $ 3.25 SY $ - Mulch, by machine, straw, 1" deep $ 0:32 SY $ Piping, temporary, CPP, 6" $ 9.30 LF $ Piping, temporary, CPP, 8" $ 14.00 LF $ - Piping, temporary, CPP, 12" $ 18.00 LF $ Plastic covering, 6mm thick, sandbagged $ 2.00 SY $ - Rip Rap, machine placed, slopes $ 33.98 CY $ - Rock Constr. Entrance 100'xl5'xl' $ 2,546.68 Each $ Rock Constr. Entrance 50'xl5'xl' $ 1,273.34 Each $ - Sediment pond riser assembly $ 1,695.11 Each $ - Sediment trap, 5' high berm 1 $ 15.57 LF $ ' Sediment trap, 5' high berm w/spillway incl. riprap $ 59.60 LF $ - Sodding, 1" deep, level ground $ 5.24 SY $ - Sodding, 1" deep, sloped ground $ 6.48 SY $ - Straw bales, place and remove $432.00 TON $ - Topsoil, delivered and spread $ 35.73 CY $ Bond Qua ntitiesWorksheet Sensitive Areas Bond Quantity Worksheet Page 5 August 8, 1998 i Fencing, chain link, 6' high Unit. :C r:r•.' i $ 18.89 j t3 i LF Y Fencing, chain link, corner posts $ 111.17_ Each Fencing, chain link, gate $ 277.63 Each Fencing, split rail, 3' high (2-rail) $ 10.54 LF Fencing, temporary (NGPE) 1 $ 1.20 LF Signs, sensitive area boundary $ 2-50 Each .:... ... . OTE: All plant prices are from Storm Lake Growers, Wabash Nativ6s, Fourth Corner, and Sound Native Plants (containers); and from Frosty Hollow and Abundant Life SUBTOTAL (SUM ALL PAGES): a 7,LVL.3I 20% CONTINGENCY & MOBILIZATION: $ 1,840.46 TOTAL: $ 11,042.77 Bond Qua ntitiesWorksheet Sensitive Areas Bond Quantity Worksheet Page 6 August 8, 1998 Associated Earth Sciences, Inc. October 29, 2001 Project No. KBO1111A Mr. Art Peterson Contract Associate Planner Madrona Planning and Development Services Subject: Wetland Buffer Restoration Plan, U-Haul Site 34001 Pacific Highway South Federal Way, Washington Dear Mr. Peterson: INTRODUCTION In January 2001, U-Haul International (U-Haul) retained Associated Earth Sciences, Inc. (AESI) to prepare a restoration plan for temporary wetland buffer impacts proposed to occur on an 8.27- acre parcel (hereafter referred to as the "project site") located at 34001 Pacific Highway South in Federal Way, Washington. U-Haul is proposing to develop upland areas of the project site as a mini -storage facility and truck rental center. To facilitate connection of proposed on -site sanitary and stormwater sewer facilities to existing infrastructure, new sanitary and stormwater sewer facilities (i.e., pipes, catchbasins, stormwater outfall structure, etc.) will be constructed within the designated 100-foot standard wetland buffer of the on -site Category II wetland (collectively referred to as the Kitts Corner Regional Detention Facility). On -site aquatic resource locations and classifications were previously documented by AESI in Wetland Delineation and Stream Identification Report, U-Haul Site, Federal Way, Washington'. Aquatic resource classification and buffer criteria applicable to the project site are based on the policies contained within Chapter 22, Article XIV (Environmentally Sensitive Areas) of the Federal Way City Code (FWCC). The attached wetland buffer restoration proposal has been prepared in general conformance with the criteria established under Chapter 22-1359(f) of the FWCC for wetland buffer modification requirements. 1 Associated Earth Sciences, Inc. 2001. Wetland delineation and stream identification survey, U-Haul site, Federal Way, Washington. Prepared for U-Haul International. August 24, 2001. Corporate Office • 911 Fifth Avenue, Suite 100 • Kirkland, WA 98033 • Phone 425 827-7701 • Fax 425 827-5424 West Sound Office • 179 Madrone Lane North • Bainbridge Island, WA 98110 • Phone 206 780-9370 • Fax 206 780-9438 PROJECT -RELATED ACTIONS Approximately 10,080 square feet (0.23 acre) of the Kitts Corner Regional Detention Facility's designated 100-foot standard wetland buffer will be temporarily disturbed as a result of the following on -site development activities: ■ Construction and installation of approximately 90 lineal feet (If) of 8-inch polyvinyl chloride (PVC) sewer main and associated appurtenances to connect on -site facilities to existing sanitary sewer infrastructure; and ■ Construction of approximately 3701f of storm sewer and associated appurtenances to convey both on- and off -site -stormwater to the Kitts Corner Regional Detention Facility. To, facilitate safe and efficient construction of the proposed sanitary and stormwater sewer facilities, 30-foot temporary construction corridors will be required within the designated standard wetland buffer to provide access and areas for temporary stockpiling of materials (i.e., trench excavation and backfill, piping, etc.) during construction. The construction corridors will be centered over the location, of the proposed sanitary and stormwater sewer facilities. Equipment used to install the proposed facilities may include backhoes, trackhoes; and/or similar and normal construction equipment. As the proposed sanitary and stormwater sewer facilities will be constructed of sound materials and regularly maintained during subsequent operation, the proposed sanitary and stormwater sewer facilities will not impact the designated standard wetland buffer during operation. On -site wetland buffer habitat has been highly modified by historic on -site fill and grading activities and currently consists of a compacted gravel access road located immediately adjacent to the Kitts Corner Regional Detention Facility, a constructed, slope within the central portion of the wetland buffer, and a flat plateau within the eastern portion of the wetland buffer. The compacted gravel road provides maintenance access to the Kitts Corner Regional Detention Facility. Wetland buffer habitat to be impacted by project -related actions currently supports grass communities typical of hydroseeded upland constructed slopes (i.e., Agrostis spp.; Poa spp. Festuca spp., etc.) and dense to sparse stands of Scotch broom (Cytisus scoparius)_ within the topographically flatter portions of the standard wetland buffer. `Upon installation of the proposed sanitary and stormwater sewer facilities,'pre-construction grades and contours will be restored and all disturbed areas will be hydroseeded to stabilize exposed soils. In addition, native shrub species will be established within the wetland buffer, area currently supporting non-native shrubs as.detailed on the attached Wetland Buffer Restoration Plan. As the constructed sloped areas of the wetland buffer currently support grass communities, restoration within these areas will be limited to replacement of disturbed vegetation in -kind through hydroseeding only. The existing gravel road immediately adjacenuto the Kitts Corner Regional Detention Facility will be replaced in -kind with compacted gravel. 2 REGULATORY REQUIREMENTS Under FWCC, installation of essential public facilities, public .utilities, and other public improvement(s) may occur within wetland buffers pursuant to FWCC,Chapter 22-1359(c) if such improvements) "traverse the buffer, because no. feasible alternative location exists based on an analysis of technology and system efficiency." The location of the proposed sanitary and stormwater collection and conveyance facilities allows for the following: 1) cost-effective integration of the proposed on -site utilities into the existing utility infrastructure; 2) maximum system efficiency' and reliability through the use of gravity -operated facilities; and 3) a minimization of long-term maintenance requirements by eliminating mechanical conveyance facilities (i.e., lift stations, etc.). In addition, as disturbance within the designated 100-foot wetland buffer of the Kitts Corner Regional Detention Facility will be limited to the minimum required for safe and efficient construction, temporary impacts to existing wetland buffer habitat are minimized. As required by FWCC 22-1359(f), the proposed temporary wetland buffer modifications will incorporate the following mitigation measures to protect wetland and wetland buffer functions and values: ■ The proposed on -site stormwater facilities are in conformance with City of Federal Way stormwater detention and water quality requirements to prevent water quality impacts to receiving waters. ■ Minimum width construction corridors and appropriate temporary erosion and sedimentation control (TESC) measures will be implemented during installation of the proposed utilities to minimize erosion and sedimentation impacts to receiving waters. ■ Upon installation of the proposed facilities, all areas of disturbed wetland buffer will be stabilized through the application of appropriate hydroseed mixtures and the establishment of native woody shrub species. ■ The proposed wetland buffer impacts are limited to temporary impacts-within'the project site, thus the proposed impacts will not be detrimental to any other property in -the` areas of the subject property nor to the city of Federal Way as a whole, including loss of open space. Conveyance of off -site stormwater through the project site maintains operation of existing State Route 99 stormwater control facilities. SUMMARY Approximately 10,080 square feet (0.23 acre) of the designated 100-foot standard wetland buffer associated with the Kitts Corner Regional Detention Facility will be disturbed as a result of proposed on -site development activities. The attached Wetland- Buffer Restoration Plan addresses wetland buffer restoration requirements as detailed in FWCC, Chapter 22, Article XIV. In 3 Addition, a Bond Quantity Worksheet for Sensitive Areas Mitigation2 is attached to provide a cost estimate for the wetland buffer restoration. Please contact Judith Light or myself if you have questions or comments regarding this proposal. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington Peter P. §dper Staff B' ogist/Wetlands Attachments: Wetland Buffer Restoration Plan, Federal Way U-Haul Site, Federal Way, Washington Bond Quantity Worksheet for Sensitive Areas Mitigation cc: Don Hill, Project Manager, Triad Associates Parul Butala, U-Haul International PPS/af KB01111A3 PROJECTS\2001111\KB\WP — W2K 2, King County. Undated. Bond quantity worksheet for sensitive areas mitigation. Department of Development and Environmental Services. 4 OB/25/01 15:13 U425 821 3451 TRIAD ASSOCIATES 99-355 diTA!� �353t] Firs `dray South PO Box 97I sftl--1 way WA 9ro69-9719 253-651.406b;Fax 253-661•4129 r.ei.Clernl •waywa.us AUTHORIZATION FOR EXPEDITED REVIEW Pro4eet Name; . ll-Haul Federal Nay . Project Lucatian: 34001 Pacific Highway South File No; 00-1nz720-00 PC Autfflarized Sr (print name); Parul Dutala c/o tl-Naul International, Inc, 611Uiug Address, 2727 North Central avenue, Phoenix, A7 8503ti Telephonv OR ) 6P RRXt `609 7i7_302fi _ <:;maiU: drui@'fc. uh i _Com $lgned: Date- I hcrcby airthori zo the Fill• ofFed.eraf Way to begin expedited bara�iaw on the above refCxoaced project ".4d on the estimated scope of wurl; and cost esti.MateS. With the xegncst I am utibm ltttnZ a devclopmInt 2900a.#ion, the ragulw d'.'v*1opm=t upplitation fccs, and ogtEmated 6�dited review fees. i and rsr3d am respons''bit to pay fdl CSIimatcd = ens:s assochwd with Couipletiag this srape of wbrk' J liudcxsmnd that all costs M504iated with completing this expedited T, ►view are estimates a ud that additivual Cxpta v-s' may be required to Waquir-te this review. if 39. An uddltional sr.UPe of work and cast estlmate, wid rely written authorization to cxcftd the expedited eaview cost estimates will be regzumd. At auytkw i txn submit a writma requmti to tzrminaccs expedited review servicts. I gndcrstand I am responsl�xtr to contgot the pedcraZ Way Fire Depwvdmt and weter end sower utility districts to Wordtaate and age cypedited rcvlm, servi�v 13y these agencies. OFACE tisr ONLY Evivironrreontal and Land -Me Raview d I=d use (s3oo. DepgaiRequhvA) 0 vaeral, structural, ttai7te (Estimates Building Permit R*rview q plan meriew {F,sfiuznte gan=w, stn:=r4 waffiG {Estimutr� Bulletin #t]07 - 0crtlbs=30, 400A pAge I L-'1H=dnuta - T,ari3edMvx43ted Iievlew Auaw dmIlan U-HAUL U-Haul International Inc P.O. Box 21502, Phoenix, AZ 85036-1502 Phone 602-263-6561 Vendor: Date: 27-JUN-01 Check No.`� PO NUMBER CLIENT INVOICE NUMBER INV. DATE GROSS AMOUNT DISCOUNT NET AMOUNT 14457840-XXX 507005 PLAN REV FEE 14457841-XXX 507005 PUB WKS REV FEE 27-JUN-01 7,690.00 0.00 27-JUN-01 4,140-00 7,0.00 0.00 4,14 0.00 Detach and negotiate immediately TOTALS U 4fAU L INTERNATIONAL INC P.O. Box 2I502. Phoenix, AZ 85036-1502 Phone 602-263-6561 Eleven Thousand Eight Hundred Thirty and 00/100 Dollars PAY TO THE ORDER OF FEDERAL WAY, CITY OF 33530 FIRST WAY SOUTH FEDERAL WAY, WA 98003 11,830.00 1 0.00 Wachovia Bank, N. A. 1 Greenville, Spulb Carolina In Cooperation with & Payable'If Desired at; Wells Fargo Bank, N. A. 4759-613540 11,830.00 DATE CHECK NUMBER AMOUNT 27-JUN-01 003415398 $1,1,830.00 Authorized Signature VOID IF NOT CASHED WITHIN 180 DAYS 67-1 532 August 27, 2001 C ! a �W cr,,, -i � ; Jim Harris City of Federal Way Department of Community Development Services 33530 First Way South Federal Way, WA 98003 RE: U-Haul Federal Way File 00-102720-000-00-PC Process IV Hearing Examiner Review with Expedited Review submittal Triad Job No. 99-355 Dear Jim: TRLAD ASSOCIATES 11814 115th Avenue NE Kirkland, WA 98034-6923 425.821.8448 425 8213481 fax 800.488 0756 toll free www.triadassoc com I am writing on behalf of the Applicant, U-Haut Intemational/Parul Butala to submit for a Process IV Hearing Examiner Review with Expedited Review in accordance with your submittal and review procedures. I have summarized the required submittal and enclosed/required copies as follows: • Master Land Use Application signed by Applicant and Property Owner • Process IV Application/Review fee, U-Haul check no. 003322860 dated 5/14/01 in the amount of $2,877 • King County Assessor's parcel maps, one Y4 section map of NE 20-21-4 and of NW 21-21-4 ■ Vicinity map on separate 8/5 x I I street • Current title report dated May 3, 2001 prepared by Transnation Title Insurance Company (information the same, no changes on policy), two copies ■ Current letters of water and sewer availabilit (copies of a of Water and Sewer dated 5/18/01) y (co p approved King County Certificate • Site photographs from each compass point (I set of color copies) • Eight complete and folded sets of drawings prepared: • Site Plan dated 7/10/01, prepared by Triad Associates • Preliminary Grading and Utility Plan dated 7/10/01, prepared by Triad Associates ■ Preliminary Landscape Plan dated 7/10/01, prepared by Triad Associates • Topographic Survey (total site) dated 6/10/01, prepared by Triad Associates • Topographic Survey (intersection) dated 6/10/01, prepared by Triad Associates • View from Pacific Highway prepared by AMERCO, color I Ix17 • Buildings Elevations dated 05/I4/0I prepared by AMERCO, color I Ix17 • Buildings Elevations dated 05/14/01 prepared by AMERCO, 24x36 • Level One Offsite Analysis and Core Requirement Summary dated 6/14/01, prepared by Triad Associates (five copies) • Two sets of self-addressed, stamped business -sized envelopes (with City of Federal Way return address) of persons receiving property tax statements for all properties 300 feet of the boundary of the subject property and for all occupants on or within 300 feet of the subject property. A separate list numbered with the addresses and parcel numbers and an assessor's map showing the 300-foot boundary Page 2 Jim Harris City of Federal Way, Department of Community Development Services August 27, 2001 • Preliminary Geotechnical Study dated 6/13/01, prepared Associated Earth Sciences (five copies). ■ Wetland Delineation Analysis dated 8/24/01, prepared Associated Earth Sciences (five copies). • SEPA Checklist dated 6/8/01, prepared by Triad Associates (eight signed copies) • Memo (traffic, frontage, site access) from Hazem El-Assar, City of Federal Way dated 6/1/00 (four copies) • Letter (pre -application meeting) from Jim Harris, City of Federal Way dated 6/6/00 (four copies) • Letter (truck parking) from Jim Harris, City of Federal Way dated 11/21/00 (four copies) • Letter (waiver) from Jim Harris, City of Federal Way dated 1/22/01 (four copies) ■ Authorization For Expedited Review dated 7/5/01 • Expedited Review Application/Review fee, U-Haul check no. 003415398 dated 6/27/01, $11,830.00 I have also enclosed a 3-ring notebook, which includes a single copy of each submittal element listed above for your use. In addition to the above listed submittal items, the U-Haul traffic consultant (Stanton Foerster, 972-475-8787) has completed a review of trc issues with the city tra#Iic reviewer and based upon discussions with the Applicant and Greg Fewins of your office, the traffic submittal requirements for this Application have been addressed and addlitional traffic analysis is not required. Please provide your confirmation of application completeness as soon as practical and proceed with the requested Expedited Review so that the Process IV Review and Hearing can be completed as soon as possible. If you have any questions or need any additional information please do not hesitate to call. Sincerely, TRIAD ASSOCIATES 47_v�c2l�� Don Hill Project Manager cc: Parul Butala, U-Haul International Enclosures U-NAUL U-Haul International Inc P.O. Box 21502, Phoenix, AZ 85036-1502 Phone 602-263-6561 Vendor: 0002320769- 2320769 PO NUMBER Date: 14-MAY-01 CLIENT INVOICE NUMBER 14058867-XXX 507005 INV. DATEFGROS PROCESS IV SUBMITTAL F 10-MAY-01 2,877.00 Detach and negotiate immediately TOTALS 1 2,877.00 Check No. 003322860 D��2,877. 0.00 2,877.00 INTERNATIONAL INC Wachovia Bank, N. A. 67-1 P.O. Box 21502, phoenix, AZ 85036-1502 as-cenville, s<,,,,h Carsilina 532 In Cooperation with & Payable If Desired at Phone 602-263-6561 Wells Fargo Bank. N. A. TWO Thousand Eight Hundred Seventy -Seven and 00/100 Dollars 4759-613540 PAY TO THE ORDER OF DATE CHECK NUMBER 14-MAY-ol 003322860 AMOUNT $2,877.00 FEDERAL WAy, CITY DF 33530 FIRST WAY SoUTFI FEDERAL WAY. WA 98003 Authorized Signature VOID IF NOT CASHED WITHIN 180 DAYS j 06/26/01 08:37 V425 821 3481 TRIAD ASSOCIATES 10002 /i - CRTOF 00-102720-00-PC APPLIcYATION No(s) -• - 0-Haul Federal Way Project Name - 34001 Pacific Highway South Property AddresslLocation 202104-9051 MASTER LAND 1USE APPLICATION D£PA.RTM P,r4T OF C[lMMUNrry DEV F"'(PVMVN" SXn V tt:FS 33530 First way South PO Aox 9718 Frdersl Way WA 99063J)718 253-6614000; Fax 253-661-4129 www.ci.federal-way .►va. us Date - 6/25/01 - Parcel Nuutber(s) ......, Commercial Mini Storage Facility and U-Haul Truck Rental Show Room With Associated Truck Project Description and Truck Rental Parking Type of Permit Required Annexation binding Sitc Plan Boundary Line Adjustment _ f,,.omp Plan/Rezone j,and ,urface Modification Lot .Line Elimination - Preapplieation Conference Pt•occse J (Director's Approval) Process 11. (Sire Plan Review) Process III (Project Approval) XX Process IV (1-Iraring Examiner's Dc,65iou) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project _ SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Varinncc: Comtnercial/Residential Required Information - mooning Designation Cortlprehensive Plan Designation -0- Valu;: of Existing Improvements $1M± Value t&proposed Improvements 17nifortn Building Code (UBC): SI OccuvaUicy Type I I N Conmuction 'lope 13ulle.tin 4003 - Octobcr 30, 2000 Applicant Name: Parul Dutala c/o U-Haul International, Inc. Address: 2727 North Central Avenue City/State: Phoenix, AZ Zip: 85036 Phone:: 602-263-6862 Fax_ 602-277-1026 Email: parul@rc.uhaul.com Signature: Agent (if 17lfferent then Applicant) Namc: Don Hill c/o Triad Associates Address: 11814 115th Avenue NE City/State: Kirkland, WA Zip: 98034 khnne: e00-488-0756 Fax-, 426-821-3481 Email: dhill@triadassoc.com Signature: Owner Name: Robert Lluyd Wright Address: 34839 Pacific Highway South City/SUae: Federal Way, WA Zip: 98003 Phone: Fax. �- Emaii: S ignat' re "e l� Page 1 tv f. — k,\Ijandouts - RcvisedlMastc? Land Ilse Application 08/28/2001 09:20 6022771026 UHAUL /AMERCU CUNbIN 99-355 PUCATION No(s) 00-102720-00-PC u-maul Federal Way )jcct Ngmc )perry AddresslLocatiort 34001 pacific Highway South reef Number(s) )ject Description 202104-9051 MASTER LAND USE APPLICATION DF.PARTMENTOFCOhtMilN1TVf)EyELOPME?erSERYIC S 33330 First Way South PO Box 971 S federal Way WA 98063-9713 253-661-4000, Fax 253-661-4129 V^VW.W.redcr8l-waY Wa.US Commercial Mini Storage Facility and U-Haul Truck Rental.Show Room With Associated Truck and Truck Rental Parking. Type of Permit Requited Annexation Binding Sire Plan Boundary Line Adjustrnenr Comp P1anl&zonn Land Surface Moditir,vion Lot Line Elimination Preapplication Conference Process i (Director's Approval) _ Process If (Site Plan Review) PMC633 III (Project Approva1) XX Process 1V (Hearing Mxusnieer s Decision) Process V (Quasi -Judicial Rczonu) Process VI SLPA w/Froject SF -PA Only _ Shoreline: Variance/Conditionai Use Short Subdivision Subdivision Variance, Cummtrcial1Rcsidtattial 1equired Information Zoning Designation �.. ,_._—Comprehmnsive Plan D"ig advu -0_ Value of Existing Improvements $1M+ Value of Proposed Improvements .lnifnrm Auilding t nde (I1T C)- SI .. ,__UccupancYTYPc - caiiZ'tuctinn 'iype Appli"ut Name: Parul sutala c/o IJ-Haul International, Inc. Address: 2727 North Central Avenue: Cily/State; Phoenix, AZ Gip; 85036 Phone: 602-263-6852 Fa.X. 602-277-1026 Email: paru fe_uhaul{.�Com Signature : It X , L Agent (if D!Mirentthan Appllcant) Name: Don Hill c/o Triad Associates AddreSS: 11814 115th Avenue HE CitylState: Kirkland, WA Zip: N034 Phone: 800-488-0756 Fix: 425-621-3481 Email: dhill@triadassoe.eom Signature: Owner Name: ' Address: City/State; Zip: Phonc: Fax: E-mail: S ipznatus�4 Robert Lloyd Wright_, - - -W39 Paclfic Highway South Federal Way, WA 98003 Ietin 4003 - October 30. 2000 Page 1 k:NHandouts - RvAscdlM=crLand Use APpi -60n zoo SH6LVT!)0S9 aVTR.T Tov.v T9e . -O-b 1 Smooth Feed Sheets TM Use tp npla e: fry; 5160c: K R S Holdings Lie © Jane Slisco & Andrew & Sand Slisco C W R Pattison 341051 QTh Ave S 2320 Canary Ct 2 700 S 282Nd St #730 Fed )]Tay, WA 98003 Anchorage, AK 99515 O Des Moines, WA 98198 Orville & Victoria Cohen Lumbermens Of Washington Lutilfthens PeWashington Mountain Paci Dba /' 3773 Martin Way E #A 3773 Ma ay E #A (p PO Box 46073 Olympia, WA 98506 Olym ' , W 98506 Seattle, WA 98146 c c . W N Chase Ralph Jones Orville & Victoria Cohen 336 Shore Dr 33 Prospect Hill Rd Mountain Paci Dba Camano Island, WA 98282 Cromwell, CT 06416 PO Box 46073 2 c ) C 71 ` C 2 t C q _ 9 C.: Y-1 Seattle, WA 98146 Z Liz.1c"4— ff(,!, C W R & Evelyn Pattison City Of Federal Way C W P Pattison 34110 Pacific Hwy S G 33530 1St Way S J j 34222 Pacific Hwy S J� Federal Way, WA 98003 Federal Way, WA 98003 Federal Way, WA 98003 Cots Id 0 -;rtd l Weyerhaeuser Company T F M Temple Assoc Star Lie Property Acntng Th 922 ' 3 PO Box 3121 PO Box 4985 Tacoma, WA 98477 Federal Way, WA 98063 Federal Way, WA 98063 ZI ' `i — `1CC Z Z1 21 CCLf -CSC 2C1C' -C.15C Rickney Brown Fedway Associates Lp Campus Business Parks Lie 34004 16Th Ave S #200 1133 164Th St SW #107 14100 SE 36Th St #200 Federal Way, WA 98003 Lynnwood, WA 98037 7BellevuJ'e, WA 98006 I (f �. C1s� �(`Li r� �i _ C C C/c'. CI ,2-u `L - C, - 1r.�11 L' r . ��-� Campu usin s Parks Llc Camp Busine Parks Llc Campusiness irks I.lc 14100 SE St #200 14100 S 6 St #200 14100 SE t #200 Bellevue 8006 ! Bellevue, 8006 2() Bellevue, Wr�8iOO6 �122J 1 U Frito-Lay 3131 S Vaughn Way #301 Aurora, CO 80014 92&;y5,�-C, -G12C� 7N,,, A.-,/Crnvn AAArace 1 nkalc I ncor noemTM Smooth Feed SheetsTM Use template for 51600 K R S Holdings Llc 34100 9Th Ave S Federal Way, WA 98003 i-_ IE6-002-0 Orville & Victoria Cohen Mountain Paci Dba PO Box 46073 Seattle, WA 98146 2021o�-�oy2 W N Chase 336 Shore Dr Camano Island, WA 98282 2o21o4- 7c)72. C W R & Evelyn Pattison 34110 Pacific Hwy S Federal Way, WA 98003 202ibq-- 7/191 Weyerhaeuser Company Property Acntng Tb 922 Tacoma, WA 98477 212104- %19a2 1 Rickney Brown 34004 16Th Ave S #200 Federal Way, WA 98003 3q0 350 - 0A00 Cam us Business Parks Llc 1410 SE 3 St #200 BeIIe A 98006 92 -- ono Frito-Lay 3131 S Vaughn Way #301 Aurora, CO 80014 72-Of8"0-0/20 Jane Slisco & Andrew & Sand Slisco 2320 Canary Ct Anchorage, AK 99515 26Z10L1-- %00q Lumbermens Of Washington 3773 Martin Way E #A Olympia, WA 98506 2 0210-f - CI D53 Ralph Jones 33 Prospect Hill Rd Cromwell, CT 06416 2 02 104 - WO City Of Federal Way 33530 1St Way S Federal Way, WA 98003 202 /04 - i120 T F M Temple Assoc PO Box 3121 Federal Way, WA 98063 212-1Cry-[-GIUSd Fedway Associates Lp 1133 164Th St SW #107 Lynnwood, WA 98037 c72&4/80-DDiD Camp Business Parks Llc14I 00 S 6 St #200 Bellevue 98006 9z� �o-ollo C W R Pattison 700 S 282Nd St #730 Des Moines, WA 98198 2-02/0-'-1 - joO '/ Lumbe ens Of W hington 3773 Ma 'n W E #A Olympia, 98506 2-02 �05 3 Orville & Victoria Cohen Mountain Paci Dba PO Box 46073 Seattle, WA 98146 902lo� - 9ioo � C W P Pattison —v----� - -- --- -� --- 34222 Pacific Hwy S Federal Way, WA 98003 2D2lo`f - 9/o-�- Star Llc PO Box 4985 Federal Way, WA 98063 3 io3S0 - OISD Campus Business Parks Llc 14100 SE 36Th St #200 Bellevue, WA 98006 1 &4/&-D1(0 Campus usiness Parks Llc 14100 S 6 t #200 Bellevue, 98006 - aAVERYO Address Labels Laser 5960TM Current Resident Current Resident L J Current Resident 3 34100 9Th Ave S 33901 Pacific Hwy S 34100 Pacific Hwy S Feder I Way, WA 98003 Federal Way, WA 98003 Federal Way, WA 98003 I. SI C C{.1D ,'C2iC�F 3r:ca1 2CLIcy-- 9iC4I Current Resident © Current Resident 5 Current R�esiden 34201 Pacific Hwy S 34211 Pacific Hwy S 0 3421Xcifi ySFederal Way, WA 98003 Federal Way, WA 98003 FedeA 98003 Cc - Current Resident Q Current Resident Current Resident - 34051 Pacific Hwy S 34010 Pacific Hwy S ® 34211 Pacific Hwy S Federal Way, WA 98003 Federal Way, WA 98003 Federal Way, WA 98003 2G2 IC" -`fi0Z 2CY21r�Lf _ 7L�SC 2-C71c �t- jIoe Current Resident Current Resident Current Resident 34110 Pacific Hwy S 34020 Pacific Hwy S t 34222 Pacific Hwy S Federal Way, WA 98003 Federal Way, WA 98003 Federal Way, WA 98003 202iCL'f-C71l9 202-I I ,f— Qi2-C", 2C210I-f - 01i3: - coat d,pi`k- - Ad-.. Current Resident Current Resident Current Resident 2501 S 3361h St 34020 Pacific Hwy S 1610 S 341St PI Federal Way, WA 98003 Federal Way, WA 98003 Federal Way, WA 98003 2-12-1C'4-yCCZ Z121C5C� 37C3�(; Current Resident Current Resident Current Resident 34004 16Th Ave S 9Th Ave S 34004 9Th Ave S Federal Way, WA 98003 Federal Way, WA Federal Way, WA 98003 3yV--6&0 - GIwo cu-l'ogF5t -- o:09q2�6 tfso- {v/'D re f r-e. eat- re �a- Curr nt9esi t Current resident Current Resident 3400 ve S 34004 KA :zo 34004 Av2,1 Federal , WA 98003 Federal 98003 Federal WA 98003q2 �f$D- GILD c�`Cc�UlIL ` 22 p $ - On v Current Resident 33930 9Th Ave S Federal Way, WA 98003 . Olao4go -- OI22o q% r•ror-n Smooth feed SheetsTM Use template for 51600 Current Resident Current Resident Current Resident 34100 9Th Ave S 33901 Pacific Hwy S 34100 Pacific Hwy S Federal Way, WA 98003 Federal Way, WA 98003 Federal Way, WA 98003 18'0— 062.0 202I o`f- %oa `t u2-io4- gogl Current Resident Current Resident Current Resident 34201 Pacific Hwy S 34211 Pacific Hwy S 34211 P ' is S Federal Way, WA 98003 Federal Way, WA 98003 Federal W , A 98003 20210`-f --9D52 26210 —�'d�3 20�v �D9 Current Resident Current Resident Current Resident 34051 Pacific Hwy S 34010 Pacific Hwy S 34211 Pacific Hwy S Federal Way, WA 98003 Federal Way, WA 98003 Federal Way, WA 98003 Z02-10't- q0 -Z 262/0Ll - 0108"19 2-02/o`f -glo0 Current Resident Current Resident Current Resident 34110 Pacific Hwy S 34020 Pacific Hwy S 34222 Pacific Hwy S Federal Way, WA 98003 Federal Way, WA 98003 Federal Way, WA 98003 262I D`f- C)lla/ 2 62 /oL/ - 7/2.o 2, 02-104- q/ 3�- Current Resident Current Resident Current Resident 2501 S 336Th St 34020 Pacific Hwy S 1610 S 341St PI Federal Way, WA 98003 Federal Way, WA 98003 Federal Way, WA 98003 21Z1V4-GI062- 2/ZfOLf-L765D -3 e6 -D/SD } ?nt Resident Current Resident Current Resident 3,+uO4 16Th Ave S 91h Ave S 34004 9Th Ave S Federal Way, WA 98003 Federal Way, WA Federal Way, WA 98003 3gD-38"0 - 0/0o % 2(-o4g-0 - 0090 01Z&4 -0 - t) r Current Resident Current Resident Current Resident 34004 2Tb S 34004 9A 34004 9 Ave Federal , WA 98003 Federal , WA 98003 Federal W A 98003 q2. p IfS -- ol! o '12 — 0 //d c7z(,P 0//0 Current Resident 33930 9Th Ave S Federal Way, WA 98003 924pff S4 -- 0120 aAVERYO Address Labels Laser 5960TM TRLAD ASSOCIATES PHONE LOG From: Lee Ann Fraser Placed Call To: Rick Schell. Chief Title Officer, Transnation Title Insurance Phone Number: 1-800-776-3021 Re: U-Haul Triad Job No.: 99-355 Date: August 28, 2001 Time: 11:31 am Per my phone conversation today with Rick Schell at Transnation, there is no change, everything the same for report dated May 3, 2001, Title Order Number 0170646. �9-ass Fidelity National Title Company of Washington Underwritten by Fi deli ty Na t.ional Title insurance Company 3500 188th Street SW #300 Lynnwood, Washington 98037 (425) 771-3031 / (800) 776-3021 Fax No. (425) 774-9200 Direct Line: (425) 640-3510 Toll Free: 1-800-776-3021 UNIT 7 'TITLE ORDER NUM13ER: 0170646 TO: FIDELITY NATIONAL TITLE UNIT: Rick Schell, 200 GALLERIA PARKWAY #1695 Chief Title Officer ATLANTA, GA 30339-0000 Attention MARGIE POOLE , Your Number NTS 99-01-485 Reference Name: BMO GLOBAL WRIGHT, ROBERT LLOYD TITLE ORDER NUMBER: 0170646 FOURTH REPORT A.L.T.A. CONMTMENT SCREDULE A Commitment Effective Date: May 3, 2001 at 8:00 A-M. 1. Policy or Policies to be Issued: - ALTA Owners policy - 1992 Form Amount $ To Follow Extended Coverage Premium $ To Follow Special Project Rate Sales Tax: $ .00 Proposed Insured: BMO GLOBAL CAPITAL SOLUTIONS, INC. - ALTA Loan Policy - 1992 Form. Amount $ To Follow Extended Coverage Premium $ To Follow Special Project/Simultaneous Rate Sales Tax: $ .00 Proposed Insured: BMO GLOBAL CAPITAL SOLUTIONS, INC. - ALTA Owners Leasehold Policy - 1992 Form Amount $ To Follow Extended Coverage Premium t $ To Follow Special Project Rate Sales Tax: $ .00 Proposed Insured: AMERCO REAL ESTATE COMPANY 2. The estate or interest in the land described herein and which is covered by this Commitment is a fee simple. Fidelity National Title Company of Washington ALTA Commitment, Page 2 Order No. 0170649 SCHEDULE A (continued): 3. The estate or interest referred to herein is at Date of Commitment vested in: ROBERT LLOYD WRIGHT, as his separate estate 4. The land referred to in this Commitment is situated in the County of icing, State of Washington, and is described as follows: That portion of the. South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20, and that portion of the North half of the South half of the North half of the Southeast quarter of the Northeast quarter of Section 20, Township 21 North, Range 4 East W.M_, records of King County, Washington, lying Westerly of Primary State Highway No. 1 (US 99) and more particularly described as follows: Commencing at the Northeast corner of said Section 20; THENCE South 01012,1711 West along the East line of said Northeast quarter of Section 20, a distance of 1479.34 feet to the Northeast corner of said South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20; THENCE North 88024153" West along the North line of said South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20, a distance of 169.96 feet to the Westerly right-of-way line of Primary State Highway No. 1 (US 99) and the true point of beginning; THENCE continue along said North line North 88'45'53" West, a distance of 1143.58 feet to the Northwest corner of said South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20; THENCE South 01014'32" West along the West line of said Southeast quarter of the Northeast quarter of Section 20, a distance of 328.83 feet to the Southwest corner of said North half of the South half of the North half of the Southeast quarter of the Northeast quarter of Section 20; 2 : 31 Fidelity National Title Company of Washington. ALTA Commitment, Page 3 order No. 0170646 SCHLDUL8 A (continued) LEGAL DESCRIPTION (Continued): THENCE South 88046,07" East along the South line of said North half of the South half of the North half of the Southeast quarter of the Northeast quarter of Section 20, a distance of 1034.43 feet to said Westerly right-of-way line of Primary State Highway No. 1 (US 99); THENCE North 22049131" East along said Westerly right-of-way line, a distance of 115.81 feet to the beginning of a curve to the left; THENCE along said curve to the left having a radius of 2815.00 feet through a central angle of 041,21,521, an arc distance of 214.43 feet; THENCE North 71032121" West, a distance of 10.00 feet to the beginning of a curve to the left; THENCE along said curve to the left having a radius of 2805.00 feet through a central angle of 0020124" an arc distance of 16.65 feet to the true point of beginning. Situate in the County of King, State of Washington. NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Ptn SE NE S20-T21N-R4E Fidelity National Title Company of Washington ALTA Commitment, Page 4 Order No. 0170646 SCHEDULE B I. The following are the requirements to be complied with: A. Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly filed for record. B. Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. II. Schedule B of the Policy or Policies to be issued (as set forth in Schedule A) will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. A. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. GENERAL EXCEPTIONS 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public record. Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession thereof. 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts, authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b) or (c) are shown by the public records. 6. Any lien, or right to a lien, for services, labor or materials theretofore or hereafter furnished, imposed by law and not shown by the public records. 7. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. Fidelity National Title ALTA Commitment, Page 5 Order No. 0170646 C. SPECIAL EXCEPTIONS Company of Washington I. Lien of any real estate excise sales tax upon any sale of said property if unpaid. The subject property is located in the City of Federal Way. The excise tax rate is 1.78% as of January 16, 1991. 2. GENERAL TAXES PAYABLE AFTER FEBRUARY 15TH: TO MAY 1ST; THE SECOND HALF TAXES ARE DUE Year: 2001 Amount Billed: $10,003.90 Amount Paid: $ 5,001.95 Amount Due: $ 5,001.95 Tax Account No.: 202104-9051-06 Levy Code: 1205 Value of Land: $770,000.00 THE FIRST HALF TAXES ARE DUE PRIOR PRIOR TO NOVEMBER 1ST: 3. Facility charges, if any, including but not limited to hook-up, or connection charges and latecomer charges for water and/or sanitary sewer service facilities by Federal Way Water and Sewer, as disclosed by instrument(s) recorded under Recording No.: 8905120210 Said Notice supersedes previous notice under Recording No. 8106010916. 4. Before issuing its Policy of Title Insurance this Company will require evidence, satisfactory to the Company, that BMO Global Capital Solutions, Inc. (a) is validly formed on the date when documents in this transaction are to be signed; and (b) is in good standing and authorized to do business in the State or Country where the Corporation was formed. 5. Evidence of the identity and authority of the officers of Global Capital Solutions, Inc., to execute the forthcoming instrument should be submitted. G. Before issuing its Policy of Title Insurance this Company will require evidence, satisfactory to the Company, that Amerco Real Estate Company, Inc. (a) is validly formed on the date when documents in this transaction are to be signed; and (b) is in good standing and authorized to do business in the State or Country where the Corporation was formed. 7. In addition to the Special Exceptions shown above, the Owners/Lenders Extended Policy applied for will contain (unless disposed of to the satisfaction of the Company) as exceptions in Schedule B thereof, General Exceptions 1, 2, 5, 6 and 7. These General Exceptions will be considered when the Owners Declaration is submitted. S. Underground easements, servitudes or installations of which no notice is of record. Fidelity National Title Company of Washington ALTA Commitment, Page 6 Order No. 0170G46 9. Any rights, interests or claims which may exist or arise by reason of the following facts shown on a Survey prepared by Triad Associates as Job Number 99-355 dated November 1, 1999 and revised December 8, 1999 A. Encroachment of powerline to the billboard B. Encroachment of portion of traffic signal light West of the East property line of the subject property. C. Encroachment of telephone pole West of the East property line. D. Encroachment of storm drain West of the East property line 10. YTnrecorded lease agreement dated August 19, 1987 between Robert L. Wright, as lessor and sun Outdoor Advertising, leasee for a billboard on the Northeasterly portion of the subject premises. 11. Any assertion or determination that (a) the lease referred to at Exception (the "Lease") is not a "true lease" or (b) the vesting of title in the lessor by deed ("Deed") is part of a loan transaction, including an assertion that the Deed together with the Lease constitutes a mortgage or other security device. 12. This policy is issued simultaneously with Loan Policy(ies) No. (and No. ). The amount of insurance afforded under this policy shall be reduced by any amount the Company may pay under (either of) such policy(ies) and the amount so paid shall be deemed a payment under this policy to the insured. 13. Recharacterization or attempted recharacterization of the estate or interest of the Insured as a fee estate. 19. In the event of recharacterization of the Insured's leasehold estate as a Fee, and upon written request by the Insured, the Company will issue a substitute Owner's Policy naming the Insured as a free owner. The policy, subject to the Exclusions From Coverage, and Conditions And Stipulations, will contain only the Exceptions in Schedule B of this policy. 15. EASEMENT AND CONDITIONS CONTAINED THEREIN, AS CONDEMNED BY FINAL DECREE: Entered: In Tong County Superior Court Cause No.: SC823293 In Favor Of: Lake Washington Sewer District Purpose: Sewer mains Affects: The South 5 feet of the East 283.5 feet of the West 526 feet and the East 10 feet of the West 526 feet of the above described parcel of land 16. AGREEMENT FOR PERPETUAL EASEMENT, AND THE TERMS AND CONDITIONS THEREOF: Recorded: September 11, 1995 Recording No.: 9509110907 Fidelity National Title company of Washington Ar,TA Commitment, Page 7 Order No. 0170646 17. EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRAD= BY INSTRUMENT: Recorded: September 11, 1995 Recording No.: 9509110608 In Favor Of: City of Federal Way Purpose: brainage facilities for 336th corner project Affects: Portion of said premises 18. In addition, if only a memorandum thereof is recorded, the following exception will also appear unless the full instrument, together with all amendments, is submitted for review; Any defect in, or invalidity of, or any matters relating to, the leasehold estate described in Schedule A which would be disclosed by an examination of the unrecorded lease referred to in the memorandum thereof referred thereof referred to in Schedule A. END OF SPECIAL EXCEPTIONS In the event this transaction fails to close and this Commitment is cancelled, a fee will be charged to comply with the State Insurance Code and the filed Schedule of this Company. 9-27-99 7-6-00 9-12-00 5-11-01 AK/mb RS/mb RS/mb RS/mb _ THANK YOU FOR YOUR ORDER IF WE MAY BE OF FURTHER ASSISTANCE, PLEASE GIVE US A CALL Fidelity .rational �'itre Company of Washington Underwritten by Fidelity National Title Insurance Company 3500 188th Street SW #300 Lynnwood, Washington 98037 (425) 771-3031 / (800) 776-3021 Fax No. (425) 774-9200 Direct Line: (425) 640-3510 Toll Free: 1-800-776-3021 UNIT 7 TITLE ORDER NUMBER: 0170646 TO: FIDELITY NATIONAL TITLE 200 GALLERIA PARKWAY #1695 ATLANTA, GA 30339-0000 UNIT: Rick Schell, Chief Title Officer Attention : MARGIE POOLE Your Number : NTS 99-01-485 Reference Name: FIVE SAC SELF -STORAGE CORPORATION WRIGHT, ROBERT LLOYD -TITLE ORDER NUMBER: 0170646 A.L.T.A. CONMMMENT SCHEDULE A Commitment Effective Date: September 21, 1999 at 8:00 A.M. 1. Policy or Policies to be Issued: - ALTA Owners Policy - 1992 Form Amount Extended Coverage Premium Special Project Rate Sales Tax: Proposed Insured: FIVE SAC SELF -STORAGE CORPORATION $ 1,400,000.00 $ 3,693.00 $ 317.60 2. The estate or interest in the land described herein and which is covered by this Commitment is a fee simple. 3. The estate or interest referred to herein is at Date of Commitment vested in: ROBERT LLOYD WRIGHT, presumptively subject to the community interest of his spouse, if married from March 23, 1984, date of decree of divorce, to August 30, 1988, date of recording the fulfillment deed 4. The land referred to in this Commitment is situated in the County of King, State of Washington, and is described as follows: See Attached Fidelity National Title Company of Washington ALTA Commitment, Page 2 Order No. 0170646 LEGAL DESCRIPTION_ That portion of the South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20, and that portion of the North half of the South half of the North half of the Southeast quarter of the Northeast quarter of Section 20, Township 21 North, Range 4 East W.M., records of King County, Washington, lying Westerly of Primary State Highway No. 1 (US 99) and more particularly described as follows: Commencing at the Northeast corner of said Section 20; THENCE South 01'12'17" West along the East line of said Northeast quarter of Section 20, a distance of 1479.34 feet to the Northeast corner of said South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20; THENCE North 88°24'53" West along the North line of said South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20, a distance ❑f 169.96 feet to the Westerly right-of-way line of Primary State Highway No. 1 (US 99) and the true point of beginning; THENCE continue along said North line North 88°45'53" West, a distance ❑f 1143.58 feet to the Northwest corner of said South half of the North half of the North half ❑f the Southeast quarter of the Northeast quarter of Section 20; THENCE South 01014'32" West along the West line of said Southeast quarter of the Northeast quarter of Section 20, a distance of 328.83 feet to the Southwest corner of said North half of the South half of the North half of the Southeast quarter ❑f the Northeast quarter of Section 20; THENCE South 88°46'07" East along the South line of said North half of the South half -of the North half of the Southeast quarter of the Northeast quarter of Section 20, a distance of 1034.43 feet to said Westerly right-of-way line of Primary State Highway No. 1 (US 99); THENCE North 22'49'31" East along said Westerly right-of-way line, a distance of 115.81 feet to the beginning of a curve to the left; THENCE along said curve to the left having a radius of 2815.00 feet through a central angle of 04'21'52" an arc distance of 214.43 feet; THENCE North 71°32'21" West, a distance of 10.00 feet to the beginning of a curve to the left; THENCE along said curve to the left having a radius of 2805.00 feet through a central angle of 0°20'24" an arc distance of 16.65 feet to the true point of beginning. Situate in the County of King, State of Washington. Fidelity National Title Company of Washington ALTA Commitment, Page 3 Order No. 0170646 SCHEDULE A (continued): LEGAL DESCRIPTION (continued): NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Ptn SE NE S20-T21N-R4E Fidelity National Title ALTA Commitment, Page,4 Order No. 0170646 Company of Washington SCHEDULE B I. The following are the requirements to be complied with: A. Instrumented necessary deliveredtandcreate duly fhledestate recordinterest to be insured must be properly executed, B. Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. II. Schedule B of the Policy or Policies to be issued (as set forth in Schedule A) will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. A. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the public records or attaching subsequent to the effective date hereof but tthe the thereonproposed veredinsured thiacquires Commitmentvalue of record the estate or interest ormortgage B. GENERAL EXCEPTIONS 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public record. Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. Z. Any facts, rights, interests or claims which are not shown by the public records but which could be bscertained by an inspection of the land or which may be asserted by persons in possession thereof. 3. Easements, liens or encumbrances, or claims thereof, which are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments or any other facts which a correct survey would disclose, and which are not shown by the public records. 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims mshor title by t o public whether or not the matters excepted under (a), (b) ( ) are records. 6. Any lien, or right to a lien, for services, labor or materials theretofore or hereafter furnished, imposed by law and not shown by the public records. 7. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. 8. "Reservations or exceptions in Patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitude." C Fidelity National Title Company of Washington ALTA Commitment, Page,;5 Order No. 0170646 SPECIAL EXCEPTIONS 1. Lien of any real estate excise sales tax upon any sale of said property if unpaid. The subject property is located in the City of Federal Way. The excise tax rate is 1.78% as of January 16, 1991. 2. GENERAL TAXES YSECONDFHALFFTAXESRARESDUE PRIORFIRST NOVEMBERTAXES IST;ARE DUE PRIOR TO MAY 1ST, THE Year: 1999 Amount Billed: $10,659.72 Amount Paid: $ 5,329.86 Amount Due: $ 5,329.86 Tax Account No.: 202104-9051-06 The above amount DUE is a total of the following charges: General Taxes: $9,329.07 Noxious Weed: $ 0.79 Levy Code: 1205 Value of Land: $770,000.00 3. Facility charges, if any, including but not limited to hook-up, or connection charges and latecomer charges for water and/or sanitary sewer service facilities by Federal Way Water and Sewer, as disclosed by instrument(s) recorded under Recording No.: 8905120210 Said Notice supersedes previous notice under Recording No. 8106010916. 4. DEED OF TRUST AND ADDITIONAL ADVANCES, IF ANY, AND THE TERMS AND CONDITIONS THEREOF: Grantor: Arnold H. Tahja, as his separate estate California corporation Trustee: Safeco Title Insurance Company, a Beneficiary: Hood Canal State Bank Original Amount: $45,000.00, plus interest Dated: March 1, 1976 Recorded: March 8, 1976 Recording No.: 7603080171 Said Deed of Trust appears to be paid in full, however we find no evidence of a recorded Deed of Reconveyance. 5. ASSIGNMENT OF CONTRACT AND DEED IN THE NATURE OF A MORTGAGE AND THE TERMS AND CONDITIONS THEREOF: Grantor: Arnold Tahja, as his separate estate Grantee: Hood Canal State Bank Amount: $43,669.76 Dated: October 8, 1980 Recorded: October 17, 1980 Recording No.: 8010170245 0 Fidelity National Title Company of Washington ALTA Commitment, Page,;6 Order No. 0170646 Said Mortgage appears to be paid in full, however we find no evidence of a recorded release by deed. DEED OF TRUST AND ADDITIONAL ADVANCES, IF ANY, AND THE TERMS AND CONDITIONS THEREOF: Grantor: Trustee: Beneficiary: Original Amount: Dated: Recorded: Recording No.: Affects: 7 TERMS AND CONDITIONS Entered: Superior Court Cause Number: Petitioner: Respondent: Which states in part Robert Lloyd Wright Commonwealth Title Insurance Company Helen Marie Wright $250,000.00, plus interest December 23, 1983 January 5, 1984 8401050575 ,I Said premises by reference in divorce property settlement agreement and includes other property as described therein OF A DECREE OF DISSOLUTION: March 23, 1984 82-3-02972-5 Robert Lloyd Wright Helen Marie Wright as follows: Said premises have been awarded to the Petitioner, Robert Lloyd and subject to a lien in favor of the Respondent, Helen Marie Wright and in the amount of $250,000.00 8. CLAIM OF LIEN BY THE STATE OF WASHINGTON, DEPARTMENT OF SOCIAL AND HEALTH SERVICES, OFFICE OF SUPPORT ENFORCEMENT (OSE): Against: Robert Wright aka Bob Amount: $2,534.80, plus interest and costs Dated: May 27, 1993 Recorded: June 1, 1993 Recording No.: 9306010350 ; NOTE: THE LIEN OF SAID MATTER(S) DEPENDS UPON THE IDENTITY OF THE DEBTORI TAXPAYER BEING IDENTICAL WITH ROBERT LLOYD WRIGHT, THE VESTEE HEREIN. TO AVOID ANY DELAY IN RECORDING, THE ENCLOSED AFFIDAVIT SHOULD BE COMPLETED AND RETURNED TO THIS OFFICE SEVERAL DAYS PRIOR TO CLOSING TO HELP DETERMINE THE IDENTITY OF SAID PARTY. 9. TRANSCRIPT OF JUDGMENT FROM NORTHEAST DISTRICT COURT: Against: Robert Wright DBA Pet N Save In Favor Of: Hills Pet Nutrition Entered: August 14, 1996 King County Judgment No.: 96-9-20206-7 Superior Court Cause No.: 96-2-21234-2 Attorney for Judgment Creditor: John P. Plovie For: $1,897.64, plus interest and costs Fidelity National Tit' e Company of Washington ALTA Commitment, Page;7 Order No. 0170646 An Abstract Copy of said Judgment was recorded under Recording No. 9609050207.- NOTE: THE LIEN OF SAID MATTER(S) DEPENDS UPON THE IDENTITY OF THE DEBTOR/ TAXPAYER BEING IDENTICAL WITH ROBERT LLOYD WRIGHT, THE VESTEE HEREIN. TO AVOID ANY DELAY IN RECORDING, THE ENCLOSED AFFIDAVIT SHOULD BE COMPLETED AND RETURNED TO THIS OFFICE SEVERAL DAYS PRIOR TO CLOSING TO HELP DETERMINE THE IDENTITY OF SAID PARTY. 10, QUESTION OF MARITAL STATUS OF ROBERT LLOYD WRIGHT FROM MARCH 23, 1984 DATE OF ACQUIRING CONTRACT INTEREST, TO AUGUST 30, 1988 DATE OF RECORDING FULFILLMENT DEED: If then unmarried, or married to the spouse joining in execution of the forthcoming instrument, recital therein will suffice; otherwise, the present ownership of the community interest of the spouse at the time, or times, in question must be determined. 11. Before issuing its Policy of Title Insurance this Company will require evidence, satisfactory to the Company, that Five Sac Self -Storage Corp, a Nevada corporation (a) is validly formed on the date when signed; and (b) is in good standing and authorized where the Corporation was formed. documents in this transaction are to be to do business in the State or Country 12. Evidence of the identity and authority of the officers of Five Sac Self -Storage Corp., a Nevada corporation, to execute the forthcoming instrument should be submitted. 13, Any rights of the parties in possession of said land based upon an unrecorded agreement, contract or lease, as disclosed by inspection and investigation. This Company will require that a full copy of any unrecorded agreement, contract or lease be submitted to us, together with all supplements, assignments and amendments, before issuing any Policy of Title Insurance. 14. In addition to the Special Exceptions shown above, the Owners Extended Policy applied for will contain (unless disposed of to the satisfaction of the Company) as exceptions in Schedule B thereof, General Exceptions 2, 3, 4 and 6. These General Exceptions will be considered when our Inspection and a Survey are completed. A Supplemental Report will follow. 15. Underground easements, servitudes or installations of which no notice is of record. 16. Matters relating to questions of survey, rights of parties in possession, and unrecorded liens for labor or material. An ALTA "as -built" survey must be furnished to this Company which shows the location of all improvements and reveals all encroachments, driveways and easements which encumber the property. We will review the survey and make an inspection of the premises, and will report the results of both the review and the inspection by supplemental report. Fidelity National Title Company of Washington ALTA Commitment, Page- 8 Order No. 0170646 17. EASEMENT AND CONDITIONS CONTAINED THEREIN, AS CONDEMNED BY FINAL DECREE: Entered: In King County Superior Court Cause No.: SC823293 In Favor Of: Lake Washington Sewer District Purpose: Sewer mains Affects: The South 5 feet of the East 283.5 feet of the West 526 feet and the East 10 feet of the West 526 feet of the above described parcel of land 18. RIGHT OF ENTRY FOR SURVEYING, AND THE TERMS AND CONDITIONS THEREOF: Recorded: June 3, 1987 Recording No.: 8706030551,f 19.. RIGHT OF ENTRY FOR TEST BORING, AND THE TERMS AND CONDITIONS THEREOF: Recorded: March 2, 1989 Recording No.: 89030201041 20. AGREEMENT FOR PERPETUAL EASEMENT, AND THE TERMS AND CONDITIONS THEREOF: Recorded: September 11, 1995 Recording No.: 95091106071 21. EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED BY INSTRUMENT: Recorded: September 11., 1995 Recording No.: 9509110608 In Favor Of: City of Federal Way Purpose: Drainage facilities for 336th corner project Affects: Portion of said premises END OF SPECIAL EXCEPTIONS NOTE 1: Examination of the records discloses no judgments or other matters pending against the name(s) of Five Sac Self -Storage Corporation, a Nevada corporation, the proposed insured. NOTE 2: Prior to closing, we will require the completion of the attached Declaration by the parties named below to enable us to amend or eliminate questions of parties in possession, lien rights and/or other certain unrecorded matters. Parties: Robert. Lloyd Wright END OF NOTES Fidelity National Title Company of Washington ALTA Commitment, Page-9 Order No. 0170646 In the event this transaction fails to close and this Commitment is cancelled, a fee will be charged to comply with the State Insurance Code and the filed Schedule of this Company. 9-27-99 AK/mb THANK YOU FOR YOUR ORDER IF WE MAY BE OF FURTHER ASSISTANCE, PLEASE GIVE US A CALL Fidelity National Title Company of Washington DECLARATION TITLE ORDER NUMBER 170646 Declarant has requested Fidelity National Title Company of Washington, to issue its Policy of Title Insurance, Guarantees or Endorsements insuring an interest in, or title to, real property described in the above referenced Title Order Number (hereinafter referred to as "said property") without exception to, or providing certain affirmative insurance against, certain unrecorded matters. 1. Declarant knows of no defects, liens, encumbrances, adverse claims or other matters affecting said property other than as shown on the Preliminary Commitment bearing the above referenced Title Order Number prepared by Fidelity National Title Company of Washington EXCEPT: (insert "NONE" or use reverse) 2. -Declarant hereby affirms that there are no leases or no one in possession, or entitled to possession, of said property other than the vestee shown in said Preliminary Commitment EXCEPT: _ — (insert "NONE" or use reverse) 3. Declarant hereby affirms that there are no liens or rights to liens upon said property for labor, services, materials, appliances, equipment or power furnished or to be furnished to the work of improvement which are imposed by law and not shown by the public records, whether done by an owner, lessee, sublessee or tenant, and which has not been completed within the last 90 days or which is now in progress, EXCEPT: (insert "NONE" or, Ef work has commenced within the last 90 days, use reverse) 4. Declarant hereby affirms that: A. There -are no charges for assessments levied by a Local Improvement District that are not of record, EXCEPT: — (insert "NONE" or use reverse B. that all sewer, water, gas, electricity, garbage charges and any charges for installation, connection, maintenance or construction for the same have been paid in full, EXCEPT: _ (insert "NONE" or use reverse This Declaration is made to induce Fidelity National Title Company of Washington, to issue its Policy of Title Insurance with respect to the above referenced Title Order Number. Executed under penalty of perjury on this Dec 1 grant A ress day of _ 19_ Dec arant A &&ress Address Address Fidelity National T 'e Company of Washington Title Order Number _ ,646 Declaration - Page 2 of 2 Pages 1. Defects, liens, encumbrances, adverse claims or other matters known to the Declarant which are not shown in the Preliminary Commitment: 2. Names of Leases, either recorded or unrecorded, or copy of Rent Roll as follows, or hereto attached: 3. List of contractor, subcontractors and suppliers of labor and materials to the subject property within the last 90 days from the date of this Declaration: 4A. Any charges for unrecorded Local Improvement assessments: B. Any charges for installation, connection, maintenance or construction or any bills for sewer, water gas and garbage. Fidelity National Title Company -of Washington ORDER NUMBER �s SECTION Z"" TOWNSHIP (RANGE •.1 1 n IIRRc ha 00Ao 4 s SZb, oa „fr6xT yeeMA a Eu r ESMr 173. 613 -) 5Z8.ao d17. A7 - iia 3. SA-r.M� �,�,<rssvGE<' nF urrrcwr --- 5&9-4G-OJ6_lc7oA43TYh[- Se& -45 -496 6 N. 77 6Fhe6. er 7EMPORF My L{ceA> ZFZB•44-066 (r 13. 5G Z.a WAP.* ,y w •.a I ... I —ax 6.1:6 1 — KCSP 777057 AF TO[21 ti icL. / M rcL, z 3b�t4E° `I.. 0 t• , /dt I + �j r 3 j n I r .A Pc[-3 rCL.4 A'�I sSd�. yd a 3 �r- �� I{r! it rvv -r w..i•-ew .. � J.. rY • — w KCSP77705a AF7812110t74 „ I! T 51 +S °+° a' + ! •, ,1y Y ° �6B �v uYN-aT-2tW e77. y, {r r.•/ 1 S,,Iz�1 Y alv� � R � q,pg e4�o S. 3447K ST. 9-Si 38 Pd. f1w37/ 4 76-- oRo ge6n�x.r 1314.00B--, 0 � x �j, dga5 •C.GS ro 6p �i 571.3Z-2IES e 4� 4 g �8i n.�•rLN „� V 9 S. 344 TH. S-T n This sketch is provided as a courtesy only by Fidelity National Title Company of Washington, without charge, for your information. It is not intended to be a Plat of Survey 10 show all matters relating to the property (including, but not limited to, area, dimensions, easements, encroachments or location of boundaries). It is not a part of, nor does it mudiFy, the Title Commitment or Policy to which it is attached. The Company assumes NO LIABILrl-Y for the correctness of any matter related to this sketch. Reference should be made to an nccurate sur.'ey for further information. „ VESTING DEED rcoaa.� ua. Wit ' i►►a t7s, Of t ~&M A7 Pa@L*" - } P10n !i RIrc couNry q0 EXCISE TAX JUL 31 rA5 pee.t►e...e+++•+ 635605 n T. P�........_... _., •• John ...... E ,,,,.,............... a Dui ... - _ » t bA2 ldinq ............. _w... goo x�q _... ........-----• a�, o ,t Seattle, Quit Cl&im Do" II� THZ ORAKMR RrLLm rARIL W11CFT taashington tFon of dissolution in Pierce County, !ar "A la rorleld+ta Cause Nont82-3�0c92-5 cr�ew+Ya a°� `aww m RoaERT I,L�sm state of washi-et-1. „al �sf ats. tiluatsd [n thr CavrAy of Icing p the WIG K'4ui"d tit% ot the lnntui�} t}+sninl 177�55 ��er with sl1 alm' 4 ytttibit 'A' attached hereto. a See )r it — Z s v T —O eQ Matt: oe w,314 FQTOM.. Cv11NTY �4OcueG wr Selen Merl■ Wright ..A wt�w►.+erA ++.re she -wr her tom+ .,A "a.'"r' IYily .>r $O A ..d 4 "d P4 �{..rrr r,s.nr 5. afilvM }� i I Prr—. M ) Cmv" OW w no to +P�gr.+M`'�'F'l''�OPA 'uw7 aet WA.0w" l eAM +l.. r� RrM d'Kr� P _ -I ,qw, f �^ of / ri 'fl `M 8507311042 -"Ya[ of rho !Nita 0�++ Mslf of ck■ 1tarCL bar UaJI ■f tk■ �lort� Crr Nalf of [� South Cast C`ss �uarcir of t_1• Y■rt1 Cast One tlaarcat � }.lrtLs-s Lf setciew 20 aa1 tkat Tartfoa of She !torch Qaa xa:f of 15.e south Owe half of the North One wolf o: c`+ Boucle Cast oaa Quarter of r3sa Counq, Vashiucca. lyl■s wes[srlr of Tri�ary S:ace H.attk Last Otte Qr.arteI of section 20. Tovxship 21 Mort%. panics Gut. �.Y., 1+ tins Jtstlway Ss. 1 (US f!) aa! tart particularLy descrlled as follwi: havtct coor/Laster 3l 1.i33,0u.µ YC1SC ae [ha 741rtk4aet tort+rr ■f said Iectfaa0DRIOC20. ssld corns ►eias a brsss cip romomrot gr!d Sretro; tscaee Sour.A 01012 W Wast sling the aastllaa of WA :rrtkesat i. T 11].IE).id of cha Werth Ieaa of d+a �athlastoa 5:a[a Caor/inato faurcrrw-srvr+tr�lu and t]!r"-four o.0ti-hL-1j-edths (1i71.3i) fret to c!se 1tar'!Ireat com&C of ' Dar Qwertrt Of 5rcttrr ;0 a Ifstawre of MAU the Worth Osa calf at [h+ Carth two Matf of L%: 5_�uthrayt On+ Qwarttr or the Northeast Once Ovarter of Section 20; said SwtA ¢ie of je74'S3" :set aei =rtaa xarLk liar ■f sa:E Swtk One ve.._f of th& :forW 0as Ralf of th■ ticrth Om* „a'r of tb& Swckeat Owl ebr+rr 'UrLh ttarckasat Jee 0u,artar at feetlat 20 a 21staace or one-Ladrrd•slxty-afar and a[&r[y-s_r, a^t tt-►:rcatXs f1i1.1iy fee[ u [he Quarter of tkr l40(-+f-f4y ]:a+ of YFL-34-Y State il!•,.rajr,- Sa. 1 fUS 97) a3J tze Ttw lout of teSinaLnl. sa_J ►otac `steg as Iran pin racrr+rnt wstar:T rLtk a Tollw- }IaatIC rap eark&A will a loaee Assoclaces, lac.. Ta; Av. 5103; [hence coat:&ua along ss:2 Y.a.tt 1!68 South 33045'Y3" vsst Mall tke -art)L dlatawca ■[ rien+r-(rvr[r-titre aaJ rlftr-efshe 4os-b adrrdcht'(11:3.5s) (tat to .he Jorchwrst coma- of laid S■ach Cna of . a Oft* Ma.( of tkf WorCh Oae Ha3f of 7'_W Sou Ch+aac tt&a [rartet of the Wlrtheast one Quarter of 5ecticx 2ri. amid r:tnt 5e Lc= as irae pt3 C:0S%=KLl y with a yailw plastta Cr? narkad rfi! a ]rotas A "Kiaw. loc., Tat No. 5102; Vwacs South Olal41320.%:@at &Last tha Nast Iisa of &aid Smack - raat C1&+ tlartar ■f tie :a:Lhaast C+e grartsr of !Octjoo 20 & JlstzAce of [Area-[aent"LgAL fad aiZ:tY-three arse kerLfradthe (3211.13).fcat 1. rta tie Sartswut e.taar ■f sold xarck Owl P,%If of t_%& °tath Oa■ H.If of th& KarCA:=A waif of clu'■uthfast 1�+& ooerter of tia %ortUAAC 1 = w+ Quarter ■f Sactfca I0: said T&tat Latng eA 1rrn }ta -�-�'�Rt 94 . & yellow cap farce! with a loaaa Aasa<ta us. Inc.. Tag U. 5101; chaAce 3cvth W'46,07- !sett sins rest South Ilea of said rocch one Calf of the South 004 Half of the :torLb 0&0 lalf a! the SaatLaart Oaa •, j�vartrr ■f c.a %arL.�.:.t fte Qvztctr ■f Sett Lon " a Jlstsace or taa-shirt+-.'opt sod Iourty-ESree one-ht-►Jred Lls (153+.13) rent to said rrscarJy 11zht-of-�;&y `.Cxa of rrtva'y $[its Wiwar xa- l (Ul 11) Bali faint grin; :a Iron TL■ ai.r"-eat with a yella+.plaatic car r-Wkai f rt[i a :rags Aaa■elatas. lac., Tag Sr. 5tol; thVace xrrth II 41'31" !asc a:cag said wrstrriy xlgh: +f'-:ay !two a d:siai.ca of oaa--kumdrv4 ari rt:Le7a and al�tc;:-ars'ear-ku�Jrrdchs f115.1:1 feet to tlso seztnalas of a curve to [h■ left fall ?stet brihs sa l:aa pi& q fat vltb a retlw plastic cap carted with a lolls Raaetlatee, lac.. Tag 'ta. !,Ci: threce a:ca= ■std curve t+ tar left kavise a radLua of rvr&rT-rtgkt as CS931CK ■f Lworiradred sad reartas sad hmadmi fiftewo acJ no rcr-%PundreJCks CM-301 feet Cyrxlk a ctnrfai ar..t:+ of C.4!VS!_ are foursy-tl.ree (cc( to ax Igoe pia Lw&µe.er.t vLih a ye;lcv rlasric car a]rked wL0'A Jaaea ,tsaaeiatet, lot.. Ta= Hr.SI( tk+kcr North 71a37'21" Nest a ileeaaco of ta& and ao sus-h.a&.lr.Jeha (10.00) (quit a aka aaglnaiAS ■f a curve tea tU laft. said T■Lat WAS an iron 7Lm sraLwxt vtth a yellow plastic tap +3OLS4 uiLb a Joe+a Aas■cta[ee. Twee. Tat Wa- 3toa; than along said [wore C. tkye lai! haviat o r"Jur of tvraty•s1jhE-hrw4re/-and fifa a■d our ++trkuwdredti+a (ZlO5,C3) flat [ArvAs7L ■ eewLral &ngl• of'"'24as atc_diat:asea siaeerw d iLary-lire ens-k rrtck• (1L.5}3 fart " LN4 Uw t'olat,of Irti&xiet. T r e ire& of 3i^,533 square fair, or 0.777 acres. Y 0 \ ESTING DEED d` I �Transamenea Title Irt UranCe Services FILED FOR RECORD AT REQUEST OF George I{. Haf nor P, o. Box 399 Fall ,ity, ..IA 1,19024 N'NEN RECORDED RETURN TO r (_ v•, TfaO M?7rka '�•c-' TilloIpyyruncoGoTFL^Y vs �11rl 1Ct.�, ivvt l •t. :L �i1 t5 N,ms.....c%un.._L" F.ri gt;t ........._. _-... ........... ........ ..... ..... ... . LO 4839, Parif :....tliGhhay.e.Qf)2 -.sa,.__.............-- 18 L�ar.Seola.zyyF•C.�.Cri.D.l..!'ta7}[,...i�11i. 1 THIS SP/.CE PROVIDED FOR RECORCER'S USE: F•i.�iQ 40575 I} ggl0� F.Ort PECD CASHEL 55 . 5t❑tutary Worrdnty feed TFSE GFtAhTLIR G^orgc ii. Haffner and Sbbn D. ;ieffnC>+ RECEIVED MAY 0 5 1988 for and iacoruidrrat,nnor Ten De11trL•s atld otilei• valuable cortcideration; THE WRIGK7COMPANY { inhnndpaid.conveYsandwnrrnnl+lo Robert L. KrighL :,,,a 3[cl�'n Mi. . ` I elate uI \\'nyhinch,n: the followin6 dcxrihcd rent estate, situntcYl in tits County of KITIC Attached u Schedule A r r 5z:c flyi E.,Co..d On ds Oylr_IL1 i:l iRr: DePutY Ilatrd Drccmber 15s 1977 rarlty nrtitinnnl fnr ll:r r..... •,,nee oI45,enS>n•'rd�+crilrrl ]and then in ge id c DE,,.r�t, Rad This deed is porn in rulCdimrM o{ 1FWsl rennin rent r.tarr c lnjmeI L r"'Wn llrr pnrlie+ etc e, . W .and cn ,,inR ll thrcu6h or unrltr Ihr }nirchntrr in said rnnlrxt, nnrl troll rnt n ! la nny title, intern[ or c•ncu mt, to nee, ari nr hrn,minC due sul.sOtupnl to lire da le+li %I,irl to at mt. herein tvtstninSd a. p0 Y nla ur Wl3xr ehnrFn !e.'int. nG essnl t<ha11 r,nl npl,ly In any taxes. a.rrs7rnc' I ll 145 .Rr•c.Ni,. E�17 id on tl-i, sale on D,-c . 16, 1977 Rrol Enlatc S:dc.+Taz wog po , 1979 Dated. October 26 Win{ 51-ATC OF %VAS$IIif TOlf ss COUNTY OF- -.M.nE......_...M ... On Jbia day re -ovally al,pcared Wale mr Ccarge pl. IffYler.Ja�n. p. Ruffner I. me known tobe the indiriduaFde'xr'Urd'^ end who rsrerttrd the within an tfnrra �nnK1 !�r^trllk and acknou'h'dccd ]hat .... cluftL G ttLc3r her and voluntary net end deed. as � • therein mrn4ionrd. lot Ihr oars and Puri1O'ry i i GIVEN urdsr my hood and clbdol scot lh is C• : ,1:, 19-79-- •' "" l blic In nd r the rn�t.-0{° InFlan. rrsidini a� STATE OF \VASH["1G"rON' M v. t COUNTYOF . .................... ..__.......Y.. 19-.........., i gym for the Stair of \V�+h- " On thts ........-_ ....._. day Of .. ................. •-'rn and......-. •. hcroer Mo. the undnrPAned.9 11O�rrry �,Rnlly appeared..._......._.-... -........ in',on, duly cornrnmslanrd veal sworn. pr ••_• .,_..... und........... _....................... - lorsnd.......u._..........Srrte resp[ctirety. tsf .._ .............__ . the mrpor Rtiar+ that rucculrri the lonxainc 1- tulnClit, -deed r oij lrrpor* Ihr v td insln""°al Lv he Lhc [:cc and "Iunt2ry act and Bred o[ wi0 carAar' anon, for the we+ uth na�cpdala rxhmslr rhr F+id Instrument and lhstl%c• sal p3�xnV i, the rnrlwrate teal of snid t'orporatio Wilms lny Mad oral 0601 seal 11Creto alfi=ed the doe and Icy= first above r4 rltteR _ ....... .._.._.. """'-��••" •�� Public in and for the State of \Van sng "^• N I l v - �� :M' r:,A' -r ,`'3•:: Siff �a �..f;'ct:^ •1 ''Ft�r •�1';1!. •;ir•�r, '.a:)K�ya�'µ•d11�t''1%j'fir •yTi r..� ..,. r- . �• .•. ... ,a/ y7_ ' � r• L=; `'rwq .'r _ - • .l ,'it. ��- '!::•�E, t y _ � [ _�,�, .,...Jtt� t .. �`'�t�jf(' y1' �;v ..yc f `�+�'t •�i. `ws say; C11 T1c PJ Ll of ch- 5P [h 0n, Ilalf If Lhr `:orth One 7aif rf thr I;crch tar Half r( tie 7euti; CuL i i•ctloo ,,n of C- ar[.r of L,r Sorth Ca]t Oo Varnr :0 ud Oar porrfo tr.r the For[\ On: Ha:f of th• ,„ut, on. ?.)ir of ch, ';' Cne BU Cui Q rch HJI One Ouarccr of Srr[!vn 20, T-5h!p 21 .•:or Lh. L-q. L Z,.a[, s„y., fa I:Ing Lac.[•, '• f nlet:.r Suu[h tart etr tv][ter a( ehe (L'S 797 ci car• Pa rcicu l•:ly d........ at fW_.: ->•:hl:ct-n. 1. r.f ra to rl•r rf Prin•ry ;'; •Tr • -- N tDrt_T9 CIS0 atc1e Jfo r[hraa[ turner o! lald Sral:n 20, aalG co r. er belnl : :rII] — c:7 _"'= Tni ""!•, d T IlJ.;t9. L6 of :.`,a Hert: Zen, of the ':a [l;lo5[rr. S:Jte Cro dln][a f - •; [fierce :each •l:u:_';:'•.ror •i One C: rt.r rf Secticr.:0 r dl![an ee r! (: U r t ren-le wnty-n tn. iid ;hlr:•••fuur ]:.a•ru•.0 SOU • Ile:9, �. '- [.`.e tat!:La of rCo i� .tall red:! Comer.,f,ta•; Li Car ::al! c! the !:Pr[t. One lia;! of thr ::o rt.1 C_. ;l1!f c! the S:U;he.1T '1•e ':•t:;;cr ` L::enc: :r:hc� :! t`,e f.�Or er0ua r[rr of Srctlp 10; HaeLh 86°2:'SJ" ch. '•ocLh !'- r( late 5cuth the Hnlf of rhr :forth c`nr )f.,:! of I �uarce; of eSe :tort«euc to 0-reer of i-ti—o 7J [=: a:'['+ i ;.•!! of Lhe Southrot Doe i a �f\:.,nee o! er.a•,� drr9-tt.^v-n!.�r ar.d nl:rt.. _, ,c t.r ay Il1L1l-Of-:'ay !� l:nr of Pr!_a. ica:< II!;,;:a- ;• rr.c-•n•:re::•a flla.96) Pert to : �. rl:h J relic! plaitvlrA ,. "a' 1 (L'S c97 •,n r c T^:^ 7: :..: a! •, ,1: 1:t, .: P--M - ') f1 ryr �-J r _ ::1oc!a[<a, Inc.1 iap . a _ '1: [.:r-ee < :•.:.ue .,Troy •: !ee ;•r -3 .S'.l •: I: t a dla[a.ner °! rl:.•er: fou; :v•:y rer .ad fltt„etehr a r-nu,d rrd[he':1; a,:f • •S:Ur•r[•;,r [yt U rY •J., .aar a!f Pr ihe';:o rL1 L=: 'r.:Jf of [::e $cu:.,. a][ 0,en� ca- !rd .fall of v::h a ycl lw Ply;; le `t;r.c., C•..l'c.5n:,r. ti•:1 cr? �raed vl[n J Jcir, Aa,: cl• ex l:t t t Ja: :•c (:a; ,7`\]ch 51 Jc UI I'N;• •- •^-: V.[ of tar ::a: t`c]tc C-s ;rt,r a _ •... 'a'�1 cf.r c<at '•- °' ld s u[n !a t:: ]'w tn�.�cac caner of sa:d :-°ran Or.• 4 •; • •'1v•lhr •t J],• !: of [,r ,:LL.!: C�Lh.,xf J_7.0 J. (yet • cv,<.;wrrcr Of fire[:mn _ gyp, cr• I;_Jn:• ,f in. UPr::r:�: tJ:G 7a:at Leto%; An Iren Pin ::r:r.; vlth • Srllev :•, -t •::h , th. eacr ;lath LJ'•:, p:' C�-; !.•-C t;,e loath :!-r of .a[.t h+rrh In. Kart -- - n•velo:., Taq Na. 5101; rcerrf•:h<,va t i L'u Jrt.r ° ! u rh. co: r.raax [e•Jt,va[Lrr :! Trs. tan 77 rrh Onr ! r! c`r ,e U:y.ea:l Ur• M 'W •<. :: r,v :I;hL-. 1•�J)' :1-• ur:. _:fir.- :-r.- ,d r`. ,tr.vfl :J:.:,, fra to r.t1 Pr;�.l ry t;]:C Fl(.T:al `rJ+ •l{.1 a _ n . A, •,aC l.l;<1, ;' '- - .. -PI- P-n�:-•: .' . v 1�••\l,r .:p :� ' . Tlq •, d. iaf; t r1b :ell, 7] : ..1., J,,alP a, ,: cl r•:...;-:i, !I,r .;y:r a .•-has'dr>± I x.! .'l![u.• aal2 <a;hi ••<:: On.•h•anJ rrdt\] [; l5-i:7 !' [ [a t`, t•n6.••Innlnl e! • a ivnr [: rrr 'rt1 • •,•I•t fir:rgra: I— pin aPat�en[ v ,1:: t[_ ti p:.t a;l: cap _art•: vllh a ;:ne, U.a:!atr., Inc.. TJ! •'r, !lC6; tcesH a 11,-adred (If[r<a •:r; IJ,1 rVr:r !a :'r Itfl haya r]:!•.] Cf Nan t)rlsA( •p lame:le.[rl.,flc}C.ti . nurry-[:�rer cne-A;rt:rett:a(;i•.c;•(eccsco•anllfcn lareJ,rtcrr.c vl!h L`cnc. JCJ dvl[1eJc°r ry:yll:Ld lrJ Lld (pdrtrri ma lily \'orLh 71°77'2l" V.1C a d!]Imcc c/ trn JPd n IJ:.r, Inc•, Tad Hr.S WS; 0 oer-hand:.?tAa (10.CJ) tort • to t::0 greln:{nx u! .. ru < w the LI;. ntd P 'v o!a[ Dalor m fr- Sln orna:a.oc ulth a 7.Ilw pl>.a;lc caP r��crd vl[H a J:nr• 4toe lJ[t], inc., Ta ::a. 5!Oa; Jlrn; c,•t ;urve to the left hav-vl ,. :aC 1, of o: r_t•.-.lxhc-h UnJnd-and :1f. ad no cne-h•mdrRtidi! (2505.CC) r, loll le- ts,cnux% ., erne o/ 1i,tven < J slaty-:![e cne-hundredth, (16.65) (_I L, a 01, .•f 00:0'_. an •re dl•tauc. ch. (n.r Pe In ;•of rrr;{anal.:, . t 360,533 reu►er flat. rr 8.771 k. '•1' +• f � +try'.• •r '.}� � •t .f1� .:t�••«:�:•� t t•�Yf4.4,:r'!. tl. •� �t•.• ••• • •.I J ,'eL, t.1�,�,./++�• •:1., 1..� -� .r t ;i�a'}',�}wl. •,. tt-,•.'. ��.t i ra- I t.: �• °::,� r, .y�L c� •1::;;tom„ �.1:�;;�',�r�R1;r.. t µ Schedule C Item it 3 O M-e FEDERAL WAY WATER AND SEWED LEGAL DESCRIPTION EXHIBIT 'A' All of Sections 3, 4, 5, 7, t, !, 10, 15, 16, 17, 18, 19, 20, 21, 22, 27, 28, 29, 32, 33, and 34, Township 21 Oorth, Range 4 Last, N.1l.1 TOGMEX with all of Section 13, Township 21 North, Range 3 Last, M.14. T TOGETHER WITH portions of Sections 17, 20, 27, 28, 29, 32, 33, 3,4, and 35, Township 22 Forth, Range 4 Cast, K.K.; TOGETHER WITH ppoortions of Sections 2, 6, 11, 14, 23, 26, 30, 31, and 35, TowWnship 21 Borth, Range 4 Last, H.M.; TOGETHER WITH portions of sections 2 and 3, Township 20 Borth, Range 4 East, W.K.J TOGETHER WITH portions of Sections 1, 10, 11, 12, 14, 15, 23, 24, and 25, Township 21 North, Range 3 Last, N.M.; More particularly described as follows: Beginning at the intersection of the north line of Section 23, Township 21 Morth, Range 4 Last, N.M., and the centerline of Grand View Boulevard, also known as 56th Avenue South; Thence southerly along the centerline of Grand Vier Boulevard to its intersection with Pennsylvania Avenue, also known as South 348th Placer Thence southerly along the centerline of Pennsylvania Avenue, also known as South 348th Place, 57th Avenue South and 56th Place South, to its intersection with Grand View Boulevards Thence southerly along the centerline of Grand View Boulevard, also -known as 56th Avenue South and 57th Avenue South, to its intersection with the wsterly extension of the north line of Lot 24, Block 83, of Jovits Heights, as recorded in Volume 20 of Plata, pages 12a through 12f, inclusive, record* of King County, 'Washington; Thence easterly along said wentecly extension and the north line of said Lot 24 to the northeast corner of said Lot 24; Thence southerly along the easterly lines of Lots 24 through 34 Inclusive, of said Block 83, to the s-,uth line of Lot 34, Elc-A. 83, of Jovita Heights; INmar y Ira �`1, Ire •� � rwr yMEN� r M f Schedule C Item #� ' SpFECC 7fiL_� INSUPANCE COM�AIW .,,•:-macro. ve enaro *12•�QMj� M[}RTUs�. ar W.,n,. FWD CABAL STA'z HA K P. 0. Box 38 H,, port, Washington — � ------ i TW5 Y-Cl rtSFMD rC� IKCOV' 5 uX. ;;6 . .. 8 f;! 8 30 , i ' f ______. --- -- ii ---------------- Deed of Trog .►ee.er- �~—•GEsa.. u57...e.lfrl. 6 en THIS DEED C* T>< a a ratite for rims b I ►og Sso—& F s�►'°E,°- �t I e I. .h...�+Y ';7Ti good -- g01 ynrF.M d•rtr+. r , Oap+l Stet• Bank o am .fro+ rM,� P O - 8�x 8 vik 8r6 cc,w„7+ Traq.. it Trout. .M ►-+w aTTriE3,4M K M asllrr e� Mgkltract betw+n llrn�]d 1974 =der der a rx� homers dated dated i]+cr+ah+r lb, 19i and recorded S*lJor's interest ua rty in Bins ti. i'.1ifn+r and xif*, as Durc thR fvllvring deacrib" P'-opo 6eor� fs and cor*r 1`4Auditor's Tile Ho- 741220� the sovt1,*"t count], h.1f of tiro north half of of the south twlf of thi north . ,r of tiny south half Tbat portion quarter and tnor parties of �. t of $action 20, ,y,rLrr of Lb.& nOrtb*"t guar vthat of the �,ztgnStoa lying "e°t of State q f ❑f the south*aet q crnmt7, Yee of the p 21 hat 4 Last. W. M., in King To�hiP u North, RCS* Hi ghws7 Wont, N• M-• p e2 ToraahiP 23 itarth, R'nge 3 foot porth Of Ga" ".,�ctiUn 't , ixLE a_ Point 990.3a t>�t Portion rrmsnt Lai 2 was follws= section 31 Tawnahip �3 north, in VaaainEtan d*e t",b tion 31 Red 8*ttian 3 in a North- . Gv�t7+ $said 5►C thence , ►'lid va,rtar section corner batty* 41' East ,�6.OF+ fast; feet; cheat■ of Lhe�'. j rt. W. 14 thence Southty i� F 7 dHtriMd litre, tut r•4T14u�1 thence south �O'•e L"id ZaF� at right an•61 at Lot �� easterly o irecti" to tba riot liar of .,d �arr�s Borth f�2 fnt of begimling- Vest line to the Pc o..�.r>r�R J }nf�a ir..f IL. r� �+► a..�. "°7: fxOw or 'q I'farrx d..d +yuan*ae'd 1�4.00 f An i40/1 �� 1s p re.wTx+ry w ocarr. aed rw.dr *r C7 70RTP[—iIYE THD� raw d .-rw d.tr �••+w. 1'�'z pc.{yn�7 to re1�+ � ndM'i*yr,.n . rwi atom wca hrtfwr .+� w �w1 1a a�►arwk+ i cr a.+i b'r CxW". aW .0 rr•at 1nr �,dr 1.W drrncm of �[71 rN! M Ai M a�•at �}°� Grr.M. or &" d Mw ..n�+i ciA.q..h cod �� !. Te kca-/i w trvinT7 f+� va"rt 6" ^pr"'' /r`"A .+ "rw � ycy Arry �r rqe+ p�ccr..rlcr7~bom .t A L� cvae�� c°"i!'°— M �7 „1 si -a— d.rOe+ i.Tor� �Or W�7d0.A.1ofTr—L � �—yyr-w-IN' �Mrl w IM f+�7 drx+�+d Wei+ vaR�+7 fr.rflcw7• •w1 b* w. eac 1. 3. To k—F .0 Yed�laai• d" as wc�+d 1nl eMr Deed d Trrc 1� 1 w ;• yrf! ky .n l r}rw tv Ar G""�* T)'e �ewr" r �• f"s•.rmot+ Y rrt1 •t'*r�'r' •°'d r+"'a Isr f.7� rw" r lf+. �7 M .,N 0 rk a Mre Mr'�Sc..ry � r.rsie cry Yr.r*wc' *ai.c7 "a.7 M Nwb"� 'r" "M 1+ fly a t.�-. r- s'r r*rrt ae+c.+M c df.c r.d �.; rc+ wrr "m of e•7 Pm "'4"'F' U,,r.,.... h pl.c a iY llrr r" "'rx'a"' q rw . rc �e i."a rr rr d.r F� 0.e r. Or dr cor+.+ M r�+rrr�c■ ray W rcr w ...MT ;rr+d r M. nrtia w ^ .r d fcninwec. � _ c To /rrSe+a4 , rrwi+ w }rac"may Po row"" y fw. M .1 cwa aa.d ei!* +'c bd. ..OctrM" Mw "T P'r1 or d.o Dw4 TrrL d lYr TrRr0,rnrd nrfa�[!•K r7 wa brc+.ii�r b1 f.rnd 'r7 �a 0.. .d Dad of I WL, n"dcrt Mw np.wr+ S. To /rJ al rw +•� f " rtr.r+. i. e+r•oec a.r.rr+� r �rn.wded rri wr.►. r.l T r.+u+\ arrf ■nvre+y . Mr+ er e."+r — er .ewee t�rtf+ q NrrO Hw .rc+rd Frr►r�'7 tires.., i.e 1d Gd,1ve fa: ro pa) .has dr • 7 ti. K .rA .aeerr4 H tlr nr rt frtM rw *r rr+ },r.wr,rl•d•r jw,c nrxl. 1+eKllc.ar7 •'+r P"7' �ti..d dw Deal 0(Tr..r I., be added %I " �'"r a �etiered .. c..er.r iir� • �•• ��- -- _ oT.0 143 lilt] IT 1] MU ft'ALLY ,rjkEEL ...AT: M a e,4rwnt d-111 pfrcr-W I* on, re t r""s oT Lh' a--'rd w h. 10 " ta� 1ha 0MV10uw retired hrr•trY - �aH b. 1 m.fk5srr to¢p br rh.d to %" atch V*rll n eh"*Qf H w1•y wKn1 Obtiptwnw. XenrW817 do" not r'M in r*%' to r.q.ve Prow psy iy secrpeing psYm.nt of ertl w to reared bn.Ay aitrt In tlo 0 Pa w hrtl dw of .I] ott+tr mnr w rc.r.� a sa dtcl'r• dat t), fa faYry Pay' eh4 D"d d Tr+a to eLr p'.rw.. e+tid.l drte to. ow errs trw rtk(Ict." of taw fa rxw.r7 ewr+ Wdt trr t1,• 3- Th. 7twe1 sl+rl7 rscc..w s0 of ael' P� d tLw �r rrHerw ew4we►t n-gvnt of lhr Gant« rd .hc 1k^cf1`iwT. 1* tP°� Fsr1eiicirl oe she P+T>s"'r t Wd t)»rerty. 4 L'poa a r the PIT' of V7 h"f`b!'^ of #w ww nci"Y• Iw -,N event ra/ NPow frnS"n defarit iy Gr''M 1*a.r d,se ae.f ",Ak ae the o9t- of the Sd" of ►'m&wg--, 4-awirwdedl. Iwn tin. an wa" .cc" N"Cby t_ Ktt�ed�'trf]' ci Trwx An ,rq of sera N frrbl]c a.c nn+ wythe !•mod hwidet. /rT'ow' Tr..,. wry ked 't nK fsM. Tlra••e - -WI48 pd r~ ` tl+'J wc+nd try of ■ y Tr..., !.e s.1A ttecrwy b r..; t 2 i rs t Yet Tg" free) � t%4 d-A of Jahn••+- t 11 to the ■xpew'e of 'Le t.ie. mchj" srdo d dwrra or ^ry tr d+pv�d T mite 131 Ua purhI . tf '"..3,44 M dlattibw"d to tree F+r"�' Ow w.trrSoc cows of dw co.-ty kt rfilr3 saw ewk't pt— rrlritb'ka cnw+ey M tha P.,Ck wr the Frw+*+t N sfw 't t1w wi. I+s a'ed, ew[11roe1 2+ 7• L'.rd of Tr..L wad . G% a' it wt•l b•'" a"'l V Pev.PecSp .ie1[h Crr+erTor Ind or L-d dr po.wr 60 car+•.r at the ti.e of We r 'tom °fix *•itlt t1w +i9' ieAn d 1a+ rd -chasm tllrrtdfcr. 7rw1•'r'' ds►1 ti.� wsi•r the fa.•ts ibc .0 d e+ti corRl 'w wed CO"`}i1"t x th.In r.rm d kowi rsd^ Dssd of Tma. +rAic M no d tints wd we r.r . brawcm fa rsiat. D.W of Ttwq Act of t!wea S" Of71w.►1wLt� ewex1+f'e rew.•dy: a. The po+n Of Uh cwferrwi 1y :N+ L�•"d of 3rwt awd by t4r wry cants t!t!t D.sd of Trost to br forseia•sd ass "Ol ilp" r � a eec0 mcc e0mg ". W n d the a+�el t■ .htclt eh+e Dsed of TM4 la rwew.l.a, eh' ..ccef.oc ers+ese �.wyikf'r1 7, tw tke e.ewt of thr 6ratl, W'Op '- �� d I ft'I Ow rom d w wy -t%w O. m rsr1 wMIN A �'�d"i ot�.rl f.'a'L•'' �C.r'� TZL, not owsup-dw.rY N a le a Perry +.ir't wd aracA of r'rac`.� D wf of f rest w of MY actaOM o' TfPC d'"d ' or}k+ t yy eke TAW+• of• awd w b+d+ wot o'dy oa Eet rw'6" kersw• bat a tl. brlede"'ey. S. erd of Tr"S'4b- fo• t^an+ ee d.e beweHt 'ha .wrar t!'r b adm me ow'ne+ d Ow wor.eco+d Le'Ay. Th. D }r�tt,t,. "¢nerylralan. e's+•citort, + � a••YPe' Tk Wm lewefirwe7 .iyrthr-r or ewe watwrd as rrneeScry C w &.11 W A lip —� jj STATE OF "AS1t"05TUf'+ STATE OF K3.1VCT D?l ,a —?w` COCK" OF Jll � d COLTrf7 OF o. dha � T"nrr'dl tOq"w'd Irefar a.r Ow pr -- If—. beic.e were a* anatr+Q•d. a ►I ratsld H. Te . a — — . —_ ltowr pew r mad rr Aw Saar .r R.by.tw L. aoly o,mt.+o..d a.d ..an.. r r ky++w b br Ow raF.�d.d ae+creD+d r red ea"d ilp Pba r t.o ewec.►.d ehe .rWa Fo.s*aeq i°"V"°' Pef1r'Nr d rcksaw/wdowd dW-----'�"'♦ a rr.s r/ ..Wvw7 so p'1e� mod Secxesy. W d.sl. fa the feet .d ►rtl'''°' d"n"' ew'� b me knee! to ke the tlo..d- re.lecilw* of iettrw.•e+a awd takwo %deed Ow fire ewncwttd rfie rarso.a Aw wee d,.. le►e the f.ea red—1""twy set add me, eat dr sot d F-r '' tfeeeiw wwwttoe.d. t� .dr o.de strs.d die fetfo•t"'d to a'.ecltf H1e taw W-w-we*t drbwd Y th' tvPw"te ■e•fl w: win cvrt� rd do t the fr.l flr.t be" and r1'rlClwl fed Le.eFa tj:'f*wd � *.y and 7'ewe76 Iglom I;IVTM .watt .r! ►rid .srt oflxai n rtovrl pwWc r awd foe the St." d w; *6-9*--L� j,y r n.i11c � of Bad Fot dr Stswt K mb-4f"w ^�� M g�lttm �� tt taltaa P T+ D� not ",Wd+ To Lw epml -WY TO' T 11113T2 E . rowed k'y dfr +rfthlw 0-4 of Trwe. UW w' w. r r'. y UA&" of d.. a.w and 'a nd`.r rha tkrew-4 ..+rt t W of Tr.st. Iw beef r•aY }*td Md .aty.fr'd: tn•d yw ant h.erb'f tk' WA an ¢1f erstWwaompd—w f w.>re vf'� to iti" rlrr 1M "sr. d d ftwrd d "%. r cw ,Wk 0. wdd D"4 cd Trr4, awd to adrr ►Kd.. d warvieWr f.Sxrnd by r.N I?..d d� �rr+rs �4 Dwd d I 0+ r+nM .ewe Lrr ►y yo+ A+er+wwd ere racd+rw'w1. +rpYart ��. }• li`t Trti.a a,rd�..tea 1f ,11 0.t.d Mal r.co'. ) -. bo -- - — — _M— Schedule C separate estate Over to KT Arnold Tahja, ae his asp estransfer and set flr.t part foe value rcceiced, hereby assign Hood Canal State Bank 16th Qter ■econd pan ,trot certain real ea;aIQc7Asact en Into on the en De•ctrfFbOr Arnold T&hja ea aellef, urd and loan D. Haffner George N. Haffner aspueclhaaer, for the rate and purchase of the following real estate her King [,oyety. ■ash ington, including any Interest therein which grantor may y her fter acquire: For Collateral Purposes Only"0' the he South half of the North half r,F the I:orth hell North That portion oft quarter and that portion of the quarter of the Northeast q� Southeast quarter of the halfsout t 9u 4 E.W.M., in half of the South half of the HarTotrnasfliipo2ltNorthr Range Northeast quarter of Section 20, King County, Washington, lying Nest of State Highway. Wed }[ vOQ v lCt 11 s$ IT'DF� F�E�t�' to "� TAX sot R=pUIREC 1� EXCISE Q Rtta(dl rjm%k °I VA day of end said First Pat it -claimed) convey and swears (strike out if title it to `1e warranted) and Agree ro fulfill conditions c�Ba4Y. XxYf'W'AMVA (Strike out it title t to bash. hereby assume on the said described Pre to said second past hetrhy covenant that there Is now unpaid allof2 ( of geld to C0ct the rum oI Fortythree ThoU5W)d, Six hundred eixtynine 8 76/100(b of said real estate contract and said fir.t (+art princl If 43,669.76 ). da of In BO y October hated this Bth Arnol Tahja r STATE OF TASIIINGTON, County d Ma eon before ee, the undersigned, A.D., 19 BQ rsonally appeared day of October dulycomenlssloned and swr", Pr Or 8th the State of ♦ashhnpon, ■ NotarY y Public in and (or Ar nod �A to be the ind nanwh+ent ea His free and voluntary act and deed Ivt the uses Vrihlual de+Tribe Ikn and who executed the lodevolun ary act instrument, end d for thle se to h.le knve'n AMI re,led a■1 to hw■ that He and Ftrpc+■+ therein terntlonrd. and year In this ccrtlficatc above wnt e ■ihne+r my 1'■nd and olftcial seal hrrrtn >rfh:rd the day Y ' r . t -;Of public in •nd for fAe Stafe of M•altingrort, ,._, 5helta SAFECO TITLE INSURANCE COMPANY L pjlvd for Record of Ro"*St el ADDRISS -- Hoodwort, Naehin ton 98548 CITY AND STATI THIS SPACE RESERVED FDR RECORDER'S USEI Schedule C Item # L' Il to ►AUrtC Avg TAco.,A. Y .L*-'*. TOM > NpW,,J. 0.d itx R.0R.4 ord at uisst of Davtd E.... Schweinler...Attorney........................................... Nanw Suite 211. 950 Fawcett ... Avenue South .. ........... . ..................... ..... A d d re.a. ........................... ..... Tacoma, Washington 98402 .. City and State ..... .................. ........... ............................. Fu. N. DM OF TitusIr .-j&7a December Tare otsn OF TTtvaT...a. Ire � It 83 bet,...e ROBERT LLOYD WRIGHT King County, Washington �Federal WaY. ,-.Is 36200-16th Avenue South, ad,..` 1120 COMMONWEALTH TITLE INSURANCE CONIPANY. ■ Pierce County, Washington Pacific Avenue, Tacoma. �.d HELEN NARIE WRIGHT Washington. ++ 15849 Cast Road S.W.. Rochester, Lewis County, T..I Dora" �}ry. ad�r v mae a&d c T w Tr-- ra TT,rt. tAt M~ d..Iw tlr N i.K*+t..i WrrNAaitTNe Orrtrrl»++� rs to C".ty. W0-hb%C+w: in ie King thwest f the Southeast quarter of Section 20, Township That portion of the Northeast quarter of thHas�ingns o tOn quarter o W.M., King County. V Y1 North, Range 4 East, described as follows: Coets+encing at the sou psteq,,artereofornrothehSoutheast st quarter of the Southx hence North 00,21-530 East quarter of said Section 20id , tthenca South 81.26.19' East along the West line °}nning'subdice on 326.80 fe �a�o the True Point of 8a9 miargin of Pacific Hi9 704.31 feet to the Westerly West along said WasterlY South; thence South 21.50'3North 86.01,160 West 629.93 11argin 204-SZ feet; _ feat to the West linrsof We%tsIino 179.10 felt hjnctoNthah 00.21 53 East along True Point of ee$inning. comnonlY known as 34839 Pacific HighwaY South, Federal May, Washington 98003. _ .r•d .r twwraMa t atlr rfth 'da .. d trltiel• ty.l 1�w+rb 4 w� NOW r is w W60 699""""04' y rw� iK7..'t r! 1%, .1-,,,, a..a ra �• 't —'i' N D x i rilh fir Irrar d --pry TWO HUNDRED i Tx THOUS n,mt�501000 O9-.It*rwt+++rt ►-r' "s' jk t,� @ftd♦strarrw+sT.rr mod* GR w...ns .s I r� ,�,.t...� �� at 1 daa hn.+i+a anab>. w g.. e8c+�*T ry w Grx•tu. ve an7 „dr.. r � 6..d""rr+i a Sn..•d h h �r..,.a,ro ►.a. rwtr••T -ithT+ Pit sb...e.r1v .t ash n,. 3 of n..► ar*d-r r t ,a ...t. It,.,.-. >b ro..ot-►� . r�. t+ .6r r. a,.dstis. "Psi . try s4t,4 ,t�.01" ur'r M r, .tt-r1d Ih, ta,t9..ta�v.►r r,.'rs"k d .n anct kdo boy i To P01 a.1u►t �1ri t)..�. t, .1 ehkW-wtj s� d _— lwd},, t,i■ r n � s li lsr hr t 8 TM rMr r1,ar[K tie,+ W a.tv v►+ "l..r,.tti•t m`id ew tSs Uerd d Ttvt ASS peixin •h+n r ib ln"T'.1 wrr .I y r.r 1 To � .�.ae tr t i.r 1Frn W7 6yhr•�.) k- �" we yP. - 'y M�tn4w.w• •rr++r.i n t}. bW d,LR wA.r h.r .. �.. D.w.&d.r7' PV S+r+ratc+ G°B, ArJ �� 1S w-t crw Vary x � W. Fr,�,+ !1 r►-+ wwd thew to Ih. T7n. ,E+.. Ilr B.wrl4' ry A1..11 d.tarmlr... aech� � �y,y o! t}r Crr+.we U I.wtru�'' �"�'"� ..xfi e.td+r � •rv� t. it., .•+nt d ' r , r ► EXHI6IT c nr ti'+ riah4 a v 9rrxM1.:arr n ■ry �h T la ¢yrx,q}S1K �� fh, `rr"rify it rr+•1 arl-r•n -K . I T- d. f•rr.4 "rvr a[t irrn or F .1•nl 1-4 •,1 t.,I. ,ra n•h h,. ass.rr 4 • I 1 0- TMt•-• inr 1" in aw4 t„ t•nT Ali r.+t. and r,y.rtw. L irr-lY.l,r'a thr r I,r,��..,l.nR. „r.t rn .ny aukI l+r •YFhS }rt Itrt,r A.'N rr 4, ir,rrr 4lh 1k r1). 'Il r.l Tna• - I r t.r...L..t Trr .smut. ■rrd "1 Nr+,R r�..tn,+L,."3, +r L,.,a11 rwvrr••• . T,, lyr ,11 .++1•. ir.a Frr+lrr and T'r+..trr•. ant .li,•rry r'. 1r.+ n rr-� tum 1,-. .r+.v.nY,nnr.+,•r n1lrr r1,"n•• ■Barn•, rnT•rn rK r r '.H,ialn•n -rry rrd _ U, I.r.yrvI P art}. ,ntrrr-t at Ihr rat..rl rr •r l:+ .n tl.r 4t..rlr1 [ir-nlr•r fart s" T'"1r..1 l r•-�r Nn rn-MAY v Irr� -r , Awl 0, r n but Sid A Trwt sr.• rr•yrlsr h.•rr+ru.I,e..r r> W W and t.,V +r a f•arl d [I- dr 1.1 rrcvi*+i r:„t�. .r.v n.l hrtrl,r..Noll Y+ ,r.a. Il+ .*,tit, arvw"I of It - IT I� htt-I-IrALLY Aril" THAT: In an mtl nrs,i *r, ll 6a pglid W Fir++r4Sn•r• r 1r 1 In thr rrrnt any p.,ikes rt t?+ P*T Pr M lakful M fit II � d,irKati.aR arc+• ' r'KR tlrerti r mar Fx trrcr�+r! M laity aat..ly irr tr+RPt a..nn1 r•r 0wh N' -lary r,••t wylr•► id r41hL fn „aY P t1.1.11.,1rJ+l,aallart t.,rVrrd }r++{+* af1.r 1t. rtu► dal.. ISr m'•TPlim pnrrn"t r`f am ,Ant la Moult 1ar ta,1u.. fo ao Pay- 01 PPrw ty.liltrd lh►rrin �+s A at� .1he+.urn" rr• ,rr,.rrr1 nr Ln rkr, rr 17+1• � Trri M for rrc'r+R , I .it or airy Part 0100 PmvrT� rN>R+lir,n rn+r.d Aral .mtsr•+r rr�xK 1 Thr Trv+lrr6 ai+- 1 r,r'r•R`Y'r ¢purl. er UT-" r+Wf connl+rd t of 41w CrI and !hr Pen+ tit" tv—No- rrc-r.d }n+-,by rr iw L}r p'r*t�^� °t �� and uP.9 ■nrrr ma•ir I^1^ lhr Brr,rM-+an or the prfwn r'^ al and Indrbbr� w bparrt d tk B.•n,'6r+r7� aL Tnyt Art A. tt deiaul4 lgr C1r�sY•r In Lip Pa3' d dv+ and pa7�e wt In rn^o,*t",►'+,ntjr d+r Lh•"d "IN prn'by r, Il irRrrrrd,auly larrorr+ r}'rll rril 1). tap Fed at Trwt,+'a rY,- TrW�'+ 1, r.in. all N� �"-°^`dM1.�a TtwL.e ne it. aut}wrirrd a[r*rt "�Tyw •Tnf•Mait+r+rr7 r i►+: 121 T�rT rr 1 t " r* - t f.1 Rrnr a! T3K &U-C6 m be th, Fu ah,-? b•YSrr. Any l Ir. —14 maA o1 ttY, of tt.r 4trt► of Wrhinxton. I p4 glair rnxrl-'111.r Li,9c'�'t.d -,th thw r,rVw of L},a swP►riu apply the Pron,ed" d t}e aak Ma ^�rurt:r,At(3) thr .rrrPl�t a1rp. E1.7A.OA�. raa'styli"^ a., ur.d M Ihia D,-d wl •pith iiC�lr -h., t a?,ari ree•,rf � d fr�s awd �1,rAm � in w'ht, thr wile look TA— ,o Itr di+inhulyd in atenWl d..4 .4thn-t -arr.r"ty.CA Oils w�411r all s. Tr.." ►1,a71 dell•" to tkr P••rrtra"'r at 0 b r��ry at t1�r tiles+ 4 l'�a 11 rya rer✓tnce"d to In thr Pn+p+rt7 ,•hx'h,rwnt, had frr*. Tra"teF'�l T'w'iSrl IY.at 11r +l:' Lh' V n,q►nt of Itw and � � � - "h nr.r [or rater• 1� ". � pt llaaldwErew .irs+.'r 4lrrr+r't in fzwr n[ bona _ b��tkl, Dr d d i5+r1 ra.d b7 t1+ D..d d mtFM[ Q Tv- I n"rr -m ,r1r ronlrrr.d St, TMd of Trnwt to 6r forran a Tr--t+/+��7 hail aA4oTrA la TV.4 .a nr'art'r� rrT+ rrrRrdy: $rrwEcna7 ntiy a.ae oL Tr+r,tR• itrs Drrd d Tr.+r l,. r d 7, In Si'ra r+rnl of rlsr dot?+, tnaa fy a dirabili t7 or r.+"RTMo/ th+ r�0 r- s s,d he r.e,d MR7 rl,e n.toraortdma ', +""'" "� .t+"r^t nt Llm, Wwrtz+Rr "1-P f 7 �,ai1 M a Pam the ruts* 4 1r..tr ,1ulS br T.,t,d .pith ail P.+1"11 t?C oriti pr"a jA vr� Gearrloe. Trw+rr n* ,nt •air nndrr any .thee D+ d al Twat at of wry aet4ur a 1 4 J th► Trua"' y lint! r� ra t).r P—s I"�' � ow nair u 1,+ —+ -,w- er pror.dVrrt V lfroa•Itt le ll',e N.,vft of. and ry al,all fanaa Ow 1� �/w,e l TT,k Dyed d Tr, -A agplinr to, Inur,- ' IrA, wirn►ni.traia», r++rv►on, aur'e'r'r141* glad[µ 'I"� t+ y ~j•�d M hrr/by. wsh" of rAl narRwi r iiarr+ arl' i� ts.nil L7 • 11 DTATit 0* wAaxrr+Or. XTATY or VFAISi tKrr 1 dip at . _-...� -- II t>� w;Mrre.d I,afor+ Aa h.t� sue. Notary,. -At' glad WpPwrea • •_-� and .worms. P-._-----------• ROBERT LLOYD WRIGHT _....-._-......-. _.._._----• � ho be r1r W t+ il+ f+rdt+#pl d S Rl� a„d *'fir •�..r.-- 1 wlx+ ►rn a-' 11,a r141,1w [vrr�itrrt - h ! �.d ts. asa as 'K ..-. ._.-_............. era.wL ra-y t �r �' � � y arS aw l da+a of W ... ...... ._ait ro*Por -' glrltw.d,i'm'd tt,�l. ..... � � rJ as Bath aLvt h.. aad ,r,hmAw" aryl ,a a -A. For r�tloeti � Ow 010 glad P-• 11I it 11» a -ea nerd per"" > tr� and th►a t}aA.--..-...-............. ..ti s!w e�+'}+r* �'l at+d corva NITA ', f11V1?.N .,�►�,*�, tlrl lYr rrai a�►d metal owaa,i Iry - Noma ,..bar_ .: Vie- .b.-. +„+rl�- �_�--•— r ' if rriiRe lra a+,i � hm • ...... ""'a"' iY 11•s 'wtt ad," "drt'e lte•r,i'r rn YTrvulII as is dr,e►I e':n". To- r a 4'Xe ra d as rtl,rr lwt: Thea. d•+tr *� r th. ►• _ no"— a rr rlrh atl�dl`r* * a�.w ewlrll l' d,1f*ro l?� *' at t'r� s PAN" tw+ a.•d d4t+R+d- r°'... rrtl 1+7' w'a v"+"'� ,,,,-re4ne+� and af4 ioglf w t3.► p+'r�q . tea• »_man 0 t I I 1 I i EYAl. UA11011 SHEET 3 FINAL P90PERTY DIVISION Para - S yraeli Cescrletlon Gross_Yalue III.N Auburn S400,000.00 7 8 111.9 Home S1501000.00 III.0 Mercury S 1,000.00 10 11 12 13 14 13 16 17 f 11 19 20 2l 22 23 21 25 26 27 21 29 m IL 33 HELEN MARI -WRIGHT Encun�hrance} Net Ytlut �n�r�rr S 16.459.00 S 20.000.00 5363,541.00 S 24,610.00 $125,390.00 -p_ s 1.n00.00 -0- S 15,000.00 1 I l .E timber money S 15.000.00 s -0- 1 l 1 .F F unds III.G Sound Dank S 5,o00.00 -0_ S 5,000.00 stock -0- S 7.500.00 Ill-H Nord Montar S 7,5gi).00 lll.l household S 10.000.OU _p- S 10,000.00 Goods III.J SkI boat, motor S 5,000.00 S 5,n00.on i traller E1l.K Pension rights/ -0' _p_ -0- lll.K Soc. Security S 2,000.00 S 2.000.00 L Rank account S 4,000.00 III.H Pers. effects III.N Cash In IIeu S250,000.0t1 -0. S2%0,00r).00 lll.N of Tahja S 2S.000.00 111A l.on9 teach S 25,n00.00 -0' _p_ S 6.400.00 111.P Vat. Int' I. S 60100.00 �^ S 63,069.00 i815,e31.00 ,,7ft,gnn.nn n 9 EXHIBIT D �.�Y 1 EVAUiAT10H SHEET + - 1 ROSERT IOYD 11R1(',14T FINAL PROPER►T piY1SI0N ----- — / EntumbrArCtj Net Yalue li Para - Gross Val,�e ~[�CurreZ , / graeh Desc�tIon 5720,000.00 $188000.00 '� I V .A T ahj a S120:000.00 S412,000.00 i; 7 S 5.000.00 / IY .8 Hell 1 port S 5,000.00 '0' _0. S 7.000.00 / IV E Iko S 7.000.00 { l0 IV.D Wright Prop. S265,000.00 5250,000.00 S 15.000.�10 (Helen) it IV.E NE. Tacoma i 10,000.00 -0- $ 10.000.00 . 12 IV SharPS In -0- $275,000.nn 17 Wright Co. 5275,000.00 1/ IV.G Pac, West S 1,000.00 _0_ S 3,000.00 Ib IV Sound Bank _0. S 5,000.00 I stock S 5.0f)0.00 16 �_ S 7,500.00 IV .I Nord Montars S 7,500.00 17 1.000.00 -0- S 1,000.00 IV,� Thunderbird S 1/ S 5,000.00 IY.K Tools i hobby S g,000.00 •• _0- 19 1qulpwent -0_ S 5.000.00 20 IV Household goodsS 5.000.00 S 61,458.00 21 IV Profit sharing S 61,458.00 tr �'!► _0' S] -0- IV Checking 4CCt. _0. 27 IV .0 l if a Insurance -0- 2/ IV Pers. effects -0. S 20.000.00 23 Iy,Q Cutter boat S 20,000.00 _0- 3 15J !/ Tt'.R TnAervnn TR. i 15,.000.00 $ll46,95s.00 i1,404,958.00 SSS8,000.00 !T ' 21 2➢ 30 171 , AVtI L 1►111?ill,,.. I EXHIBIT E j I12 C `r 1 , STATE OF WASHIN4MON DEPARTMENT OF SOCIAL AND HEALTH SERVICES s OFFICE OF SUPPORT ENFORCEMENT (OSE) o / \ NOTICE. AND STATEMENT OF LIEN � (RCW 74-20A.1360) i NOTICE 7S HEREBY GIVEN: That the Department of Social and }iealth Services (1351-15) cfalms that Robert X,!.ht AI- Bob SSN: 53o-Z5-6236 DOB: owes a debt for past due child sUpport. Z53;.80 in ttina County on: That 05HS li(rs a lien in the amount of 5 8 A. All real and eezonal property of the debtor. andlor o ❑ B. The proprrty described below 8 0 Ln C, �p �Aut orixe Rcpresenta(iv LO 0 STATE OF WASHINGTON ) County of King 1 ( eF!rtily that V. Robinoon appeared before me and is known to me as the individual who signed t c a ave. SUB5CRtBED AND SWORN to before me on h . NOTARY PUBLIC i and( the Stave of Wasgton residing at 19 Nty comrrisslon expires on Inqquirryy shall be made to: UFF(CE OF SUPPORT ENFORCEMENT 101 So. King Street MS: H17-2B 5eettic Ha 90104 (2061 464-7070 In reply. refer to: DA: 9a4I2G WILL ¢ADD r..I PUlal. 47'� `, ' fix£ OF VI P��`,Ei . w>;:�:� 984NO i Schedule C Item # 8 0A� - _•.l. 'SUF'ER.:JR COURT OF W�aSHINGTON CMT1' Of. KINfT ABS`i`RACT CF T HIL_L ' PET NUTR { IOI`} VS WRIGH DBA TITLE JUDGMENT �lUritL�ECti: 4b•-9--;'�2t75-., Sl I ASE r��iFEb� : 9h-2--21234--- IGNED BY: Ob_2;-96 DATE SIGNED: 1.) , t;_9b DATE FILED: EFFECTIVE DATE: 06-21-9b NOTE: Schedule Q Item #� ` __ _OI,IGINAL F'ARTIE S•"•.T0 ACTION��-_. t4UTFtiTIM; ------------ NIL L� PET ?LAIN•TIFF: wRIGHT ROBE^nT DEFENDANT: PET N &A%TIE IiET NUTRITION DBR F�ETITIONER:HILLS ATTY FOR FLA. JUDGMENT DEBTORS------"------- _------ WRIGNT;: RrJ) EF;T DEF:TOR. 1,ET N SAV ----------------------__- ---------------- JUDGMENT CREDITORS------- f'ET NLTRTTIJi! HILLS F-IILLS C5LREDITOR = _---------- ____------" ---- FFopC1`;ED]:T`�R`__--_-_ ._ - FLOVIE, JOHiv F, ATTY-CR` -, - -__ __--.----- ------------------___�_-..�_•-.:. �,--•-----_____-------_ A#4tlUt�lT lC -------•----.-..r----r PATE �-�rr_��-s.-._.___-•_...-_ EXECUTION -DOCKET --_r---__r-.--_.__-_- - --�..-.- 1_-__- -- T-TRAN,:;CF_I?T =,8-14-96 OF - UDGME- 41 COURT CAUSE T9f`�`O'� ' i �I.�,RICT` i�F L T DNA �.• , AGAINST DEFT, F?IIPEfiT RIGH i PET ��LITRI1-IOP� F,R7i.h4 �5 FAVnR OF F't .--TF 1�IL.i_'_' � IN , ,p(? C 0 S T-S .,_.. 'F JUNE Z- AIJG FG.' ItJEREST !a00 0t. F IHCIPAL l[ CUB ____-- TO -- --____- ABSTRAC+rICSUEL� f!'fifG-�� ------ :1 A ,.i 4, f, F1 Lo S ' r I T r, _]tjT1GMF_i?-1• 96-9•-•20206- 7 E'aGF I. KING EUF•ER IOR COURT T CLERK OF THE UF''`FIOR C0�1R T Ii' ANT? FOR T, M. .JANICE MIGHE=1_S, KING COl_�ti€TY, STATE OF WASHING DO FII-REEDY C.'Ef"•TIFY THAT THE ABOVE iS A FULL: 1i:U= AND CORRECT hF-SfRACT OF _jUj>(rr; :'��' T.i} THL ABOVE NTIT�_EL` CT 70h At 1-HE SANE APPEARS OF' RECORD I,4 �i C]F•: I C F WITNI ESS MY HAND AND THE SEAL_ OF THE iAID SUPERIOR COURT AT MY OFFICE Ii4 SEATTt'E, THIS 26TH DAY OF AUGI�ST, �y`f>• ,? s T i O '. ►,lsl Y S 1 tO � i ? 1 7 3 1 L I� :7I� 151 i Schedule C Item # j rl i 1 L 5 6 IN THE SUPERIOR COURT OF THE STATE OF WASHINGTON FOR KING COUNTY LAKEHAVEN SEWER DISTRICT of a municipal ) King County, Corporation of the State of ) ) Washington, ) Petitioner. V. } 1{ARgy 0. S AMPLE and LEHP I 1), IRIS STRONG; ) SAMPLE, his wife; ftARTIN L. SLISCO and JANE ) ) SLISCO, his wife; PIMREW SLISCO and SANDRIS�Sad, his } ) wife; WAYNE B . his wife; ) DAWR Q. KNIGHT, }tAFFNER and JOAN HAP'�R. ) G£DRGE SAFECO his wife; ARNOLD TA INC.. TITLE INSutANCE CO-, INC.: . ) HOOD CANAL STATE BANK; } ' ,yEpjiAEUSER REAL ESTATE V ELECTRICAL ) COMPANY; V & 7 INC.; METROPOLITAN FEDERAL ) CO.. SAVINGS AND LOA14 ASSOCIATION �'ASE � B OF SFATTI,E, Inc. ; H. L. VERA FREASE, his wife; ) ) and 9 MtERICAN FEDERAL SAVINGS AND OF TACOMA. ) LDAN ASSOCIATION JOHN DOE and JANE DOE, ) ) 0 Inc.; his wife; AUBURN INTERCHANGE ASSOCIATES, A Limited Partner) 130I.DING 1 ship : PROPERTY CO., Inc.; ELVIN P. CARNEY ) ) RENT 12 and MAUDE C- CARNEY, his wife, MARGARET S • � JACOB A. T.IERLE and his wife, GEORGE P . DUECE"Y , ) 23 WERLE , JR.; PETERSON CONSTRUCTION Inc.; BENJAMIN H. ROBERTSON end 2{ REBA C. RICKMAN , ) ,t Respondents. 823r,79-3 NO. 6232'513 LIS PENDENS 261 NOTICE IS HEREBY GIVEN that an fiction has been institut 27 and in now pending in the Superior Court of the Stato 0 2® Lis Pendens PAGE �._ q. sa0 low owa.aesrn N tfau s pe wpe • same+ c� in 2 Washington, for King County, upon the Petition of LAKEHAVE 3 Washington, a municipal corporation SEWER DISTRICT, King County, B 4 of the State of Washington, Petitioner, against the above- 5 named Respondents. 6 That the object of that action is to condemn land 7 and property for sever mains; that the action affects real 8 estate described on Exhibit "A" attached hereto and by this 9 reference incorporated herein, said realty being situate in King County, Washington, of which the above named Respondents 10 are owners, encumbrancers or parties in interest, so far as can 11 • be ascertained from the public records; all persons in any 12 manner dealing With the real estate subsequent to the filing 13 hereof will take subject to the rights of the Petitioner as 14 established by this action. 15 16 17 18 19 20 21 22 23 24 ttorney orLakehaven Sever District so,*, sewfw R reams Pendens ►~f"Ot +w- 'M eon MIMM r,ARM n O&V"" oaeax ;,E 2 A�q ix • ass eear • s:r+�ay I .j EXHIBIT 11 • 2{ PAI�CE1.. NO. 1 I1 .ri ht-of-way or easement for sewer mains with the 31A perpetual g over and across the following necessary appurtenances through, County, Washington, more 41described property, situate in King particularly described as follows: ~ 5� That portion of the South half of theSolf uth of the North half of the Southeaa 21 North, i east quarter of Section 20, T 6Northownship N Range 4 East, W.M., lying Wesof King, State ofState of O 7 No. 1, situate in the County Washington. 8 Said easement shall be the North 5 feet of the East 283.5 feet of the West 526 feet of the above described parcel- 9 permanent easement Together With that portion of a 15 foot ofdland. Said easement 10 lying within the above described p• shall lie 7.50 feet on each side �.f the following described 11 centerline: Beginning ne of the Begthnhalfaofatheint Noz�h talfhe softthe isouth half 12 No Nart of the Northeast quarter Of the Southeast q said point being 205 fee[ 13 of said Section ?0, the East theNorthSouthwestthersouthner fhalf Ofrslid al 14 of th North Northeasterly Southeast quarter and running to a point on the North line of the South half f the 15 of, the South half of the North half uarter Southeast quarter of the21oNorthatRange 4 East, 16 of section 20, Township said point being 250 feet East of the Northwest 17 corner of the Southeast SouthS half Otquar[erh half of the North half osaid temporary c�struction easement 18 Together with a 40 foot wide iparcelpof land, said easement lying AND 19 across the above described p 20 feet on each aide thetEastb306 feet ove rofetheeWest 1536�feet the North 15 feet of aEcet 30 land. 20 of the above described p in in force 21 Said temporary construction easement shalinN� remain force during construction and until the Operation by the Lakahaven 22 are accepted for maintenance and op Bever District_ le and Lempi D. « Harry 0. Samp 23� Sample. his wife 241. PARCEL t:0-._2 +na with the 25 ~� or easement for sever �- A perpetual right -of -WAY se over and acrossthe following ` necessary appurtenances through,County, 26 described real property situate in King more particularly described as follows: 27 h North half of the North The North hnlf of t e 1 PAGE too*. b-FT- a P*OWA 1 Arm,K i.•• ; on . rrrsw+ 1 ,; half of the Southeast quarter of the Northeast i quarter lying Went of State Highway (pacific 2 i 3 Rangea4 F.as[h)W.M _ inSectionKinng Ca ntYipNaahington. Highwy 21 North. E 4, Said andthetEastl10bfeeteoforth lo the Weesteet 526LESS feetthe of thetabove i feet and 51 described parcel. 00 6 Together with2a temporary thestrucWes[t506 feet and the ion easement cEast d30 as the North steel of land. feet of the West 536 feet of the above described p fV 7 ` 0 Said temporary construction easement shall remaiurtex�aroecea � 8 during construction and until the sewers and appurtenances t ►� aintenance and operation by the Lakehaven are accepted for m` g Sewer District. Iris Strong i 10 Martin L. Sliaco and Jane Sliaco, his ife I Andrew Sliaco and Sandra S11acRnight, 11 ife Wayne B. Knight and Dagmar Q. PARCEL N0. 3 his wife 12 or easement for sewer mains With the A perpetual right-of-waythe fll 13 necessary appurtenances through, over and acr�aaWashino8toning described real property situate in King County. follows: 14 more particularly described as That portion of the South half of the North t orth half of the Southeortionuarter 15 half of the N4 of the Northeast quarter and that p he North the North half of the south half 16 theof tNortreaa[ half of the Southeast q quarter of Section 20, Township 21 North, Range East, W.M. in King County, Washington, lying West 17 Highway South). of State Highway (Pacific Nig Y 18uth 3 Said easemen526hfeet bAnd hthe oF.nst510efeet fofh[he$West 8526 feet 191of the West feet of the above described parcel of land. 20 Together with a temporary construction easement described as I West 536 feet the South 15 feet OfeWeatEast5366fee[t fftheeabove describedand 21 the East 30 feet of thee he parcel of land. � 22 in force Said temporary construction easement shall rea+aiurtenancea are 23 during construction and until the aeon athe nd aLakehaven Sewer { accepted for maintenance and operation by } 24 District. Gtor a Haffner and Joan Haffner, his ife Arnold Tahja Safeco Title Insurance Co-, Inc. I 25 Hood Canal State Bank 261 , Tpie EL NO. 4 is with the 27 or rpetual riRhesythrouRhe overfandsacrossathe follrn+ing 281necessnry appurtenanc iepi$&, i tNir� xh i h i t "A.' ne+s•• W" c,p. 420 Ere *�^ cp" 1ri7 r • • 1*7 + :} PAGE_ - - - 1 described real property situate in King County. Washington, mor 2 particulArly�described as follows: 3 The South 5 feet and the Easterly 5 feet of the South 175 feet of Lot 6 of West 4 Cw.npus Business Park, as recorded in Volum e 97 of Plats, pages 78 through 82, public records of King County, Washington. 5 i 6 7 8 9 10 11 12 13 14 15 16 17 lE V 21 2 Together Wir_h a deEastl5fee[ temporary construction oftheeasement oath 185cfee[dofsthee South 15 feet an above described Lot 6. Said temporary construction easement shall remain in forceces dvrin construction and until the sewer mains and ap. accepted for maintenance and operation by the Lakehaven Sewer District. Weyerhaeuser Real Estate Company PARCEL NO. 5 ins with the A perpetuarigYtoroao easement for andsacrossathe following necessary appurtenancesWashington. more described eadescribedyasituate followsn King County, t� particula The Northerly 5 feet of Lot 5 of West Campus Business Park as recorded Volume cords,ofages 78 through 82 of Plats, public King County, Washington. Together with oforaryaove descrconstruction easemed Lotnt described as the Northerly 15 feet the Said temporary construction easement shall remurtenanceacforurin. construction and until the sewer mains and app maintenance and operation by the Lakehaven Sewer District. Weyerhaeuser Real Estate Company 22, 231 24 25 PARCEL NO 6 ewer ins with the A perpetual right-of-way or easement for sacroaaathe following necessary appurtenances through, over In Kin mnre described varticularlyesc operLCounty, Nnahington, That portion of the North half of the Soutr half of the South half of. the Southeast quarter of the Northeast quarter of Section 20. Township of 21 North, RAnge 4 Eaat, W•H � y E EXCEPT State Highway, (Pacific Highway South), the South 16 feet thereof, situate in King County. Washington. 26{ Said casement shall be the West 15 feet of the above dePcribe 271 parcel of land. 29 Exhibit "A PAGE 3 — aaz,. ®".w a rwpa4 A,"wm" ae taw I aoIM wak% soma I I Together with a temporary construction asment described as the 2 Wesr 25 feet of the above described parcel. ce durin 3 Said temporary construction easement shalurC�naneegnareraccepted construction and until the sewers and ap_ 4 for maintenance and operation by the Lakehaven Sewer District. `o V & V Electrical CO., Inc. 5 Metropolitan Federal Savings and Loan. Association of Seattle, Inc. N 6 O PARCEL NO. 7 er ins with the i� 7 A perpetual right-of-way or easemeonYerfBndsaCrossathe following necessary appurtenances oaez[y situa[e�in King County, Washington, 8 described real property as follows: more particularly 9 The West 15 feet and the North 7.5 feet ofscribed the West 212.5 feet of the following 10 parcel of land; L1 The West 626.60 feet of the South half of the North half of the South half of the Southeas20, ecion 12 quarter of the Northeast quarte4 East iJ.M.. situate Township 21 North, Range of Washington, 4- �>1v CrnintV of King, 13 14 151 16 17 181 19 20 21 22I 23 Together with a temporary construction West 25 feet and the North o thl200 feet of above described parcel Said temporary construction easement shalurt�anceain n construction and and perationwbysthedLakehaven Sewer for maintenance and op V & V Electrical Co., Inc. easement described as the the West 225 feet of the force durin. are accepted District. PARCEL N_0_8 fs with the A perpetual right-of-wAY or easement andaa °scathe following necessary appurtenances through, County, inWashington, more described real property situate in King particularly described as follows: The South 10 feet of the East 151 feet of the West 271 fast of Tract 15 of State Plat in Section 16. Township 21 North, Range East, W•M as ofctheepitblicVolume records of King 30 through 32, 7.4� County, Washington. { Together with a temporary construction easement described as the 251 South 20 feet of _the East 171 feet of the West Z71 fee[ of the i above described Tract 26` Said temporary construction easement shell remain 1n force durin I appurtenances are 27 station by the Lakehaven Sewer construction and until the xeWer mains an accepted for maintenance and op wife District- H. L. Freaae & Vera Frease. his .9—s at 28 _—�--- mar can a era av nps �G+aap.•w - - Fxhihi t „A.. Tacoma. Inc. Au,., "jai Law Tohn 1k,P And Jane Doe 170 FW mvv ^ . cry ��y •. a � m+0o0 I PAGE —2L— ~ T • 1 2 3 4 5 ��p O 6 (V Q 7 8 9 10 _ 11 12 ►� 13 14 15 PARCEL for Sewer p perpetuawith the l rightnancesytor easement and acrossmtheafollowirg necessary appurtenance �tzshington. more described real property situate in King County, particularly described as follows: The Southeasterly and Easterly:20 feet of the following The Southeast quarter of the Northwest quarter of the Southwest quarter of Section 21. Town- ship 21 North, Range 4 East, W-M• in King County, Washington and the South half of the Southwest quarter of the Northwest quarter of the Southwest quarter of said Section 21; EXCEPT those portions thereof lying within South 348th Street and 16th Avenue South; and EXCEPT those portions conveyed to the State of Washington by deeds recorded under King County Recording Nos- 4739107, 4hereoff c�dand4emned7in and EXCEPT that p ingy ateHighway CountitCRuse No. 1, No. 53323 fPrimarSt 16 17 18 19 20 21 22 23 24 25 26 27 28 or etrtiction easement described as Together with a temporary conparcel Southeasterly and Easterly 50 feet of the above described Said temporary construction easement shall remain inaforce accepted construction and and il operation bysand Lakehaven Sewer District. for maintenance and op A Ltd. Partneral Auburn Interchange Associates. eopment Co., Inc. Property Holding & Devel°p Carney, his wife Elvin P. Carney and Maude C Werle, his wife PARCEL. N0. 10 Jacob A- Werle and Marpp,,aret S. - George P. puecey, Jr. b Peterson Construction, ins, with the A perpetual right- f-wRYor througsement f �dsacrossathe following necessary appurtenancesWanhin ton. described real property situate in King County, g more particularly described as follows: The West 10 feet of the following described parcel of land: The South half of the Southwest quarter of the Northwest quarter of the Southwest. qunrter of Section 21. Township 21 North, Range 4 Enst, W.M., EXCEPT those portions thereof lying within South 348th Street and 16th Avenue South (S.S.H. No. 5 D) described as the Together with a temporary constructionrcele"nt West 40 feet of the above described p Srid temporary construction easement shall remain in force durin Exhibit "A" 1 PAGE 5— M.'j, I WVW 6 Pmdaw error r� eu�r . �dsv+ • aa�+� p nc 11 construction and until the sewer mains and appurtenances are 2 accepted for maintenance and operation haven Sewer by the Lake District. Auburn Interchange Associates, a Ltd. Partners ip 3 Property Holding & Development, Inc. E1vin.P. Carney and Maude C. Carney. his wife 4 Jacob A. Werle and Margaret S. Werle, his wife CeorPe P. Duecey. Jr. and Peterson Constructio Inc S. PARCEL NO. 11-ith the 6 A perpetual right-of-waY or eaemoverfor � dsewer acrossmains the following necessary appurtenances through,Washington. N described real property situate in King County, O 2 more particularly described as follrn+s: 8 The West 5 feet of the following described parcel of land: as 9 Lot 18 of Vick Ad2�ior, 10 45 of Plars, pageecordReofrKing ded iVolume County. Washington. 11 Together with a temporary construction easement described as the West 15 feet of the above described Lot 18. 12 in Said temporary c on tildurin ethensewersand Pnt shall raappurtenancesnareraccepted 13 construction for maintenance and operation by the Lakehaven Sewer District. 14 15 *� 16 171 19 19 20 21 22 23 24 25 26 1 27 28 Benjamin H. Robertson and Reba C. Rickman FILM for Record at Req e ft—rw o r Exhibit A' voIE00WA+^ 99W7 5 rr�vo • wrs PAGES - - ---- - - of 'AeA dW ►-�.ts 35�rcel 4 Schedule C RUM 4, MMY IM WIYI'.YIN(, Item # Tile Underglgnctl, hcrchtnfter called tiro IlMier," hereby grants to KinR Comty.,esa�lcgrmitol toririMhttoffc,tryStnxAl ttiletlltc orxfoillrowing�tlie, rm nixl-cillarteondl"011s,;King County . 1" 1. Zile tamer botchy Itrrrr+ts to Kin,, Comity un irrcvocnhle right to enter tenor+ th lends hereinnrtor doscrlhctl, lit any tlKto with"' rt Ile workl to expire at_—, In order to do survey. 2. The permit I't:IIKICS the right of ingress otxl eltl'css n' land of the Omer descrlt>ed Ireltn+, prnvirlctl stx'h inl;ress nlltl egress is necessary mid not otherwise conveniently nvnlinhle to K111I; Cutmty. 3. A]I tonlK, etdnllarwnt, n'd other prrrherly Inkcn ttlxnl nr placed kjx�lr tho land by King (kxrtlty shall 11marl" the prnperty of Kill),. l'otmty nlxl will lrc scrlxrvctl — by King f.Amty at ally I lr+x Mithln a rcasmillIlle perltxl after the expiration of this permit ❑r right of catry. 1. KinR Cululty will he resp'nsiI,Ic for dnnl:rgcs n1 -Ili; frn[a the activity of King Camty, its nfficcrs, nl;cntLt, clIVIOY e9, ur represcnt:rtives on snid lnncl, } in the exercise of rights u'der tills permit or right of entry. r\ 5, ?he land nifcrtell by tills pcnnit or right of cnlry is located in the Co[ r[y 1 of King, State or tVnsltingltnt mud describe) ns lollo++s: Pr The South 1/2 of the North 1/2 of the North 1/2 and the North 1/2 of the South 1/2 of the North 1/2 of the Southeast 1/4 of the Northeast f M 1/4 of section 20, Township 21 North, Range 4 East, W.M., Ring County, i 4, Washington, lying West of Highway. v V 110'S'S 1 B 87iO6/tl3 i RECD F CASHSL Filed Fix R"d At The R."UVA 01 l ti C— rn } Dinsion 5 7 = w ' ►tin" Counts Eli Propem 7 mac. rn rn 1N MI'INIiSS MN:ItI:[H the Civr lun ceretarto sets Is lull t .. `/ -- ---- ' �- to -c o CIt/Ufl1>It� --- w, -n f l STATTI (7f I151111CIDN 11 p�,lljlM or, K I N(, r IRS i this dFtY j�Urmcgull ly nllverli-ei l+efore rrrta ... {3/.41�ffiFT to rr+c kiicxnr [0 IK, "sllc�iitiT`vlTtals of cr n nrx�wlta cxctrrtctf tl a Tnicrnliik nitnmcttt, nrxl rwkI"IctlRcd to me that slRrretl the ?—K•' na �(S free and voltertnry act nlxl drnJ, far rite uses puri-K"es therein rn,:'t li _,r, -T Given urxler sty bnlxi n+xt ol'flclnl real 013-4z�_dny rht,hlnRttxs, rc�lrlittK at Schedule C Item #—Lq_ RPCI 20210490510E //•4111. South 3361th Pond 0"Z"39 11905 RIGHT OFyNT1ZY FOR TFST WRING 'lltc tutdersilmed, hercinaflcr c;llled the "l\jiCr" hereby t;rtnits In King County, a political sulxlivision of the State of Washini,lau, hcrcillarter c:111cd "Killl; County", a pcnnit or right of entry upoll the follul,rinl'. tt:nas and conditions: t. The owner hereby Scants to King County an irrevocable right to enter upon the lands hereinafter described, at any time within :I period to expire March Q 31, 19B9 in order to make 1'i+gIN/ XV4i1/ percolation tests. O O 7. 111c pcnnit includc5 the right or ingrrss and c)'.ress oil land of the zy described below, provided such ingress and egress is necessary and no[ o[hen+ise O conveniently available to Kin),, Cutmty. Cl) l7` 3. All tools etluilxacnt, and other properly taken upon or placed upon [Ilr. land o0 by King County sh:lll retrain Lhc proper[y of King; Cuunly and witI be removed by Kutg County It any time within a misal;ablc period after the czpiraLiun of this pcnnit or right of cn[ry. 4. King County 14111 be responsible for d:mal!cs arising from the ncLivicy of King County, its officers, al;ents, employee:: or rcpresenlaLives cn said l:uul, in Lhe exercise of rights tinder this penniL or ril;ll[ of unlry. S. 'Illc luntl affected by L165 pcnnit or ril;lll or entry is lucal.ctl in the Slalc of Wasliittl;tort, Cotuity of Kinl;, ;ultl de5CI'ihctl :Is 1011ous: A ^C T 9 The South 1 of the North 2 of the North -, and the North i of the South i of E the North : of the Southeast : of the Northeast 1; lying West of the highway, all in Section 20, Township 21 North, Range 4 East, t:•tl•. King County, Washington, ; 1. �J> i!.• holy ko;;U1iy I E;9i0Z;-02 k0111; R RECC• F On CFSHSL rl:kl:r..DQ — 55 a.. 1N 1V111'liS5 h111i1ai011 the 01+Ilcr5 heroin h:lve hercullla set Lheir h;olds, the 23— ram_ da� of etrrflary 19 89 x W O1U / c_� tu"t7 U 1x cZ, w}t+ x [lwtitt t srn'rr: p[ WA51 r�rrl�ltrl) "s Cn this day perso)tally ;Ippcared before nle to Ilse I'Jlaml tv la: tlii ItIt IV a 5 tLl 'SC rIi7Ct 111 Iltli wm C%CctltCtl B1 arta;oU11, Inslnmicril, ;Ind :Icknm+lall;cei [u Ire Lh:I[ they sil;ncd [Ile same as th-cir free altd voluntary act ;nul dectl, for the uses and purlxses lhcrein mentioncd. Given wider my h:lnd and official scat this _Z �> Jay oC rN �� Ct4r'�t FiJUJi- j1Rii MI, am for t ; SWC 0 Ij 11:l511irlgtrn, residing at Ce ih1 / ,:' � k, , r This certificate provides the Department of Health and the Department of Development and F- 4ronmental Services with I :-- malion necessary to evaluate development proposals. Please relurn lo: KING COUNTY Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 KING COUNTY CERTIFICATE OF SEWER AVAILABILITY a not wr.La in MAS boX number name Building Permit ❑ Preliminary Plat or PUD ❑ Short IS`ubdivision ❑ Rezone or other APP L IG,NT' S NAME }-� l — A�L- PROPOSED USE TDF-AGF- OND LOCAT ION - - �E-i �U • ZOZ L `� q0 __ -- � a i A-\r-ice HWq pA-L WA�-- ® �� (Attach map a. leg&i description if necessary) a a # a a H N # SEWER AGENCY INFORMATION pip 4 H & # CAN Sewer service w+1-1-be provided by side sewer connection only to lL� an existing l"z'l • size sewer 0 r� - €eet from the site and the sewer system has the capacity to serve the proposed use. OR b. ❑ 0 R: b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or latteral to reach the site; and/or ❑ (2) the construction of a collection system on the site; and/or ❑ (3) other (describe) The sewer system improvement is in conformance with a County approved sewer comprehensive plan. The sewer system improvement will require a sower comprehensive plan amendment. 3. a. The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city. OR b. ❑ Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. Connection charge:^ -Th PF_ L.L_C)cA (i✓-b ` b. Easement(s): c. Other: * The District, at its sole cLiscretion, reserves the ri�glit to deiay or deny sewer service based upon capacity limitations in District and Other Purveyor facilities. I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. Lakehaven Utility District Agency Name - Title p1, -k 4 'E . ; ,t O A signatory Name s g n-a t u r4f Date F279 King County This certificate provides the Seattle - King County Department of Public Health and DDESthe Department of Development and DEPARTMENT OF DEVELOPMENT AND Environmental Services with information ENVIRONMENTAL SERVICES necessary to evaluate development 900 Oakesdale Avenue Southwest proposals. Renton, Wa 98055-1219 King County Certificate of Water Availability Do not write in this box number name Building Permit ❑ Preliminary Plat or PUD ❑ Short Subdivision ❑ Rezone or other Applicant's name: Proposed use: C_ n VM)._.E_F(_,\. A. t_ - f 'C) �z=.k-Cc 1:: Location: TAx V�14s«_(_ 1 �r�. 7�Z.IOcJr-�i'nSl (attach map and legal description if necessary) Water utility information: CAN 1. ❑ a. Water wPA be provided by service connection only to an existing (size) water main that is feet from the site. OR b. Water service will require an improvement to the water system of: ❑ (1) feet of water main to reach the site; and/or t (2) The construction of a distribution system on the site; and/or 0 (3) Other (describe) Ex-rg_ b To 'F-AI, gD6r_ + LOOP 15JS7EkK I ►3 ACtQ MC-4:— w,rIA �rt�r'rRiC:7r ?0LAe-1 -+- f j- 2. a. The water system has a current County -approved water comprehensive plan and franchise. OR ❑ b. The water system does not have a current County -approved water comprehensive plan or franchise and will require a new or amended water comprehensive plan or franchise. (This may cause a delay in issuance of a permit or approval). 3 a. The proposed project is within the corporate limits of the utility, or the utility has been granted Boundary Review Board approval for service area annexation, or the project is within the County -approved service area of the utility. OR ❑ b. Boundary Review Board approval of an annexation will be necessary to provide service. 4. a. Water is or will be available at the rate of flow and duration indicated below at no less than 20 psi measured at the nearest fire hydrant )-b - Z t-3 �� feet from the-buiidirr*property (or as marked on the attached map) ........................................... C f�1,TE KM -MAY- In .556 ✓ Pressure Zone; Iftheet Elevation of Property FgSI t � ;-Est. Min-- Pressure /O S "'psi Rate of flow at Peak Demand Duration ❑ less than 500 gpm (approx. gpm) ❑ less than 1 hour ❑ 500 to 999 gpm ❑ 1 hour to 2 hours ❑ 1000 gpm or more A 2 hours or more ❑ flow test of gpm ❑ other ;. calculation of Z5b0 gpm (Note: Commercial building permits, which includes multifamily structures, require flow test or calculation.) OR ❑ b. Water system is not capable of providing fire flow. 5 a. Water system has certificates of water right or water right claims sufficient to provide service. OR ❑ b. Water system does not currently have necessary water rights or water right claims. Comments/conditions: `D��D�2 Ei�T�ttl'a1b+� tEEVT W _.., The District, at its sole discretion, reserves the right to delay or deny water service based upon capacity limitations in District and Qther. Puzv y. r. cil.itAe , ... .... ........ I............... ... .... _.... _E I certify that the above water utility information is true. This certificate shall be valid for one year from date of signature LAKEHAVEN UTILITY DISTRICT Agency name �t=� El,(�1�tll.Et�('i~ SE�2Vl C.ES SU�2�lISDfZ Title AtA-kY 6 � Sstory na iTe S S" nat a 7 Date Nov. 24, 1999 j Uhaul Federal Way Site Photographs from each Compass Point w i, NORTH SOUTH IT, WFWAq- I it. I N I r f y 5. E\1371NG A X -ON5 4 Q — — — — — — — - — — — — -- — 7' e. v F'' 10' X HIGH BAY UNITS" 7- 10'x20' .5M SrAUS 7 - • STORAGE UNirs z L I. jp 41Y XtFra- CGV?L'CP CF PACII. AL ... .. .... . OWNER U-HAUL INTERNATIONAL CONSTRUCTION AND RENOVATION 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 CONTACT PARUL OUTALA PHONE. 602.263.6502 FAX. 502.27Z 1026 ENGINEERIPLANNERISURVEYOR LANDSCAPE ARCHITECT MAD ASSOCIATES 11814 115TH AVENUE NE KIRKLAND, WA 98034 CONTACT.• DON HILL, PE PHONE 425.821.8448 FAX.• 425.821.3481 WETLAND BIOLOGIST ASSOCIATED EARTH SCIENCES, INC 911 FIFTH AVE. SUITE 100 KIRKLAND, WA 98034 CONTACT.- JUDITH LIGHT PHONE.- 425.82Z 7701 FAX.- 425.82Z5424 P 341 ST.: STREET 'wExnwmw 70' MCI- LWTS 4 --7 tam, i l SWRAGE UNITS i I 7 le 4k -Ij . L u SCALE: 1 = 30' 41 N r 7P GEOTECHNICAL ENGINEER ASSOCIATED EARTH SCIENCES, INC. 911 FIFTH AVE, SUITE 100 KIRKLAND, WA 98034 CONTACT: RON PARKER PHONE: 425.82Z 7701 FAX.- 425.8275424 A SITE TE INFORMA TION ZONING TOTAL SITE AREA BC 8.27 AC (360.364 SF) TOTAL PARKING STALL COUNT 25 STANDARD STALLS 19 COMPACT STALLS 4 ACCESSIBLE STALLS 2 TOTAL TRUCK STALL COUNT Ii TRUCK STALLS (FRONT) 8 TRUCK STALLS (BACK) 5 BUILDING INFORMATION BUILDING HEIGHT 24 TOTAL BUILDING GROSS AREA 46,659 5F If FEDERAL WAY � e VICINI T Y MAP NOT TO SCALE 020D1 TRIAD N TRIAD A P'oy' IanJ Lnndsc 119I4 115M bL No Td 425 MUM ba the III FEDERAL WAY � e VICINI T Y MAP NOT TO SCALE 020D1 TRIAD N TRIAD A P'oy' IanJ Lnndsc 119I4 115M bL No Td 425 MUM ba the III r I . E.U57ING •� 1 I'� $"74 PL,l 5' t;? 1 5 ,{t�=17EF �'S AL DETZINi7C„ 1 F' 110' I --- -_'- - - --- --� ,ypy ® BARRICADE Li EXISTING CRAWL LOT LINE IyDKT-OF-WAY !III ROCKERY PROPOSED GRAVEL GL OWUpyE NE &CURB LINE - �y�jq CUT SLOPES � FILL SLOPES ❑ EXISTING ASPHALT --- EASEMENT RIPRAP - - - - - - - BUILDING SETBACK LINE (BSBL) t SIGN PROPOSED ASPHALT PAVEMENT ❑ STORM DRAIN PIPE OVERFLOW STRUCTURE -------------ROOF & FOOTING DRAIN ; SEWER MANHOLE PROPOSED SIDEWALK -- -- ------ -- - ---- ROCKERY DRAIN -----SEWER MAIN • SEWER CLEANOUT PROPVSSP= CONCRETE SEWER SERVICE R�-- SINGLE WATER METER NAM? AMW 9-- IRRIGATION METER WETLAND I -. ='0- --•-••---- - TO' EXISTING CONTOURS . -•; o••-• --» ---- 2' EXISTING CONTOURS DETECTOR CHECK VALVE ASSEMBLY >IOX SLOPE ---._--------- --------- 10' PROPOSED CONTOURS --- __--------2'PROPOSED CONTOURS 0--- OOUB¢E OFFECTOR CHECK VALVE A55EM8LY RIPRAP FENCE A FlR£ HYDRANT -+ • • • SWALE OR DITCH a FIRE DEPARTMENT CONNECTION (FDC) CATCH BASIN, TYPE / --------- TOP OF 90X SLOPE a POST INDICATOR VALVE (PIV) - EDGE OF WETLAND ® CATTJi BASIN, TYPE /I I • • • • • •• • •• BUFFER LINE N GATE VALVE • STORM CLEANOUT -i.- DAYLIGHT LINE I=I TEE O YARD DRAIN (� BEND - - - - - EXISTING STORM DRAIN PIPE EXSTING GUY ANCHOR EA75TING CATCH BASIN TYPE I _ - - - - EXISTING SEWER MAIN EXISTING WATER METER "o) EXISTING CATCH BASIN, TYPE II - - - EXISTING WATER MAIN !D EXISTING FIRE HYDRANT D EXISTING SEWER MANHOLE --FO--EXISTING POWER LINE tT EXISTING ALRfvAC RELEASE VALVE ^ EXISTING POWER POLE - -UL%- - - EXISTING UNDERGROUND POWER LINE �� EXISTING POWER VAULT - -- - EXISTING GAS MAIN o- EXISTING'[_J BLON 01T --R- -EXISTING TELEPHONE LINE Id EXISTING GATE VALVE j nr _ 1 JI r • / - = r r Ird BE r?zmoV.a I 1 1 _ ¢isT s` REET 04 EXELM , I-- . � •�`�...._ - '__._.war^-`-'30B -- 'mot I 1 f ' � N1, �ti --------- �-307 g Tr '�� '., I •`•` STORAGE UNTS la &E+vEicirED I I' T BE REL 0&FED i yf' , k I f J OFF -ICE MD701 1 r � 7rr J� r ti e• STORE FRONT 1 e' g FF 301.0 l �f' .'rig � r.I • f� I t f ,�TORA p p STORAGE ■ JJ''� :' , -, UNfTs. 'STORAGE `I£rUU2¢ UNITS lr 1 - Cj f J li FF 30/ UNIT5 d .fF 304.0 61 R FF 302.0 d ¢ ■■f ,` cc Ui Ts pRNNAlE EASE 4ilr . --- fIs• LU ..7 . el IF `�• - � y - _ ��+�i; r,��, fir, 1 { y 1 �"J�! SCALE: 1' = 30 SITE 5 .N8TH 5T Z9 �'� f 1•�` � lI EARTHWORK ESTIMATE APPROXIMATE CUT — 3, 000 YD' APPROXIMATE FlLL — 3,000 YD' -- � � � � , �_ r FEDERAL WAY � INI M IJ NOT TO SCALE 02001 TRIAD 45 t_j EGAL DESCRIPTION BENCH MARKS THAT PORTION OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE CITY OF FEDERAL WAY BENCH MARK NO. 2168-5-1 SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, AND THAT PORTION ELEV=346811 FEET OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST RAM -SET w/WASHER ON EAST SIDE EDGE OF QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 TELEPHONE PEDESTAL AT NORTHWEST CORNER EAST W.M., RECORDS OF KING COUNTY, WASHINGTON, LYING WESTERLY OF PRIMARY OF SOUTH 336TH AND PACIFIC HWY SOUTH STATE HIGHWAY NO, 1 (US 99) AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 20; CITY 3 FEDERAL WAY BENCH MARK N0, 2168-8-1 THENCE SOUTH 01'12'17" WEST ALONG THE EAST LINE OF SAID NORTHEAST QUARTER OF ELEV SET w77 FEET SECTION 20, A DISTANCE OF 1479.34 FEET TO THE NORTHEAST CORNER OF SAID SOUTH RAM -SET w/BRASS WASHER IN NEW 51ONAL POLE HALF OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE BASE 50 FEET SOUTH OF HWY 18/I-5'1tE1EGTI0N NORTHEAST OUARTER OF SECTRp1 20; SIGN, THENCE NORTH 85"24'53" WEST ALONG THE NORTH LINE OF SAID SOUTH HALF OF THE &M. "UHAUL" NORTH HALF OFF THE NORTH HALF OF THE SOUTHEAST OUARTER OF THE NORTHEAST ELEV=311,32' FEET QUARTER Oi SECro" 20. A DISTANCE OF f89.% FEET TO THE WES7EALT RIGHT -OF --WAY RA D SPIKE IN EAST FACE OF POWER POLE #54483 LRIE OF PRIUART STATE HIGHWAY ND. 1 (US 90 AND THE TRUE POINT OF BELWV* (1' POLE IS APPRM 160' SOUTH OF SOUTHEAST THENCE C07T11NUE ALONG SAID NORTH LWE NORTH 88'45'53 WEST, A DISTANCE OF CORNER OF SITE ALONG THE WEST SIDE OF PACIFIC 143.58 FEET To THE NORTHWEST CORNER of SMO SOUTH HA11' OF THE NORTH HALF OF THE HWY SOUTH. NOR711 RALF OF THE SOUTHEAST DOARTER OF THE NORTHEAST QUARTER OF SEUGH ! 1R THENCE $QUIN Ol•14'32' PIES: ALONG THE WE57 LINE OP SAIO SOUTHEAST WARIER OF THE NORTHEAST OUARTER OF SECTION 20, A OISTANGE OF 328 83 FEET TO THE SOUTHWEST AREA ORNER OF SAID NORTH HALF OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST 360,364 SF or 6.27 ACRES QUARTER OF THE NORTHEAST QUARTER OF SECTION 20; THENCE SOUTH 88'46'07" EAST ALONG THE SOUTH LINE OF SAID NORTH HALF OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, A DISTANCE OF 1034.43 FEET TO SAID WESTERLY RIGHT-OF-WAY LINE OF PRIMARY W NO. 1 US 99 STATE FN r H ( ), THENCE NORTH 22'49'31" EAST ALONG SAID WESTERLY RIGHT-OF-WAY UNE, A DISTANCE OF 11581 FEET TO THE BEGINNING OF A CURVE TO THE LEFT; THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 2815A0 FEET THROUGH A CENTRAL ANGLE OF 04'21'52" AN ARC DISTANCE OF 21443 FEET; THENCE NORTH 71'32'21" WEST, A DISTANCE OF 10.00 FEET TO THE BEGINNING OF A CURVE TO THE LEFT: THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 2805.00 FEET THROUGH A CENTRAL ANGLE OF 0'20'24" AN ARC DISTANCE OF 16,65 FEET TO THE TRUE POINT OF BEGINNING SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. GENERAL NOTES 1. PRIMARY CONTROL POINTS AND ACCESSIBLE WONWENT POSITIONS WERE FIELD MEASURED UTILIZING OLOSAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA OF BOTH ELECTRONIC TOTAL STATIONS FOR THE MEASUREMENT ANGLES AND DISTANCE$ THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090. 2, LEGAL DESCRIPTION AND EASEMENTS BASED UPON FIDEUTY NATIONAL TITLE COMPANY OF WASHINGTON, A,LT.A COMMITMENT, ORDER NO. 0170646, DATED SEPTEMBER 21, 1999 AT 8:00 A.M. FOR ALL OTHER MATTERS OF RECORD SEE THE ABOVE REFERENCE TITLE REPORT. w THE INFORMATION DEPICTED ON THIS DRAWING REPRESENTS THE RESULTS OF A SURVEY MADE OCTOBER 20 - NOVEMBER 3, 1999 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THE 4_ UNDERGROUND UTILITIES WERE LOCATED BASED 00 SHE SURFACE EVIDENCE OF UTILITIES (ORATES, COVERS, LDS, ETC-) AND INFORMATION SUPPLIED BY THE UTILITY PURVEYORS. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. n' WEIR WATER SURFACE — ELEVATION ON THE UPSTREAM S1DE OF WEIR = 260.3 ON (3/13/01) 12" PVC IN N. IY PVC OUT S, CTR CHNL IE=270.66' SECTION BREAKDOWN FROM RECORD OF SURVEY RECORDED IN BOOK WATER SURFACE- 110 OF SURVEYS AT PAGES 36 AND 36A, RECORDS OF KING COUNTY, ELEVATION ON THE WASHINGTON. UPSTREAM SIDE OF 6.--CENTERLINE OF PACIFIC HIGHWAY SOUTH WAS LOCATED BY HOLDING WEIR = 280.0 ON FOUND MONUMENTS AND INFORMATION SHOWN ON RECORD OF SURVEY RECORDED IN BOOK 110 OF SURVEYS AT PAGES 36 AND 36A RECORDS OF KING COUNTY, WASHINGTON; CURVES WERE CALCULATED BY HOLDING THE TANGENTS DERIVED FROM THE FOUND MONUMENTS AND THE CURVE RADIUS AS SHOWN ON THE RIGHT OF WAY PLAN PREPARED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION TITLED SR 99, KING COUNTY, REDONDO TO TACOMA- APPROVED MAY 25. 1928 WITH THE DATE OF LAST REVISION OF 2-7-85. 7. REFERENCE: RECORD OF SURVEY - BOOK 30, PAGE 75 RECORD OF SURVEY - BOOK 110. PAGES 36 AND 36A RECORD OF SURVEY - BOOK 4, PAGE 140 RECORDS OF KING COUNTY, WASHINGTON. P1-13 DRAINAGE FACILITIES EASEMENT r STORM WATER POND REC. NO.'S 950911607 & 9509110608 WATER SURFACE ELEVATION - 275 6 I E JUT S. IE=268.513 I 2 0 SITE n x 31 SO S S4B1H 5T, w r FEDERAL WAY �+ VICINITY MAP (N.T.S.) —N88'46731"W------------ (3/12/01) / $WARY SEWER EASEMENT J KING COUNTY SUPk71IOR COURT CAUSE NO. 825293 10 fnM.2 C I 12" PVC O N. 12" PVC OUT W. CTR CHNL IE=269.43' 1 1-1 IE 30" CONIC = 277.01 E. SX1.5' OPENING = 794.08 N., S, W. IE 30"_OW - 285,16' W. IE 12" [ONO. 286 59' N. IE 30" CONC = 285.46' E IE 24' CONE = 286.70' SE D SO LEGEND CB ---- CATCH BASIN EJB --- ELECT. JCT. BOX EOW --- EDGE OF WATER FH ---- FIRE HYDRANT W =__- POWER POLE SCALE: 1" = 50' TP ---- TELEPHONE POLE SO -- STORM DRAIN MANHOLE SSMH -- SANITARY SEWER MANHOLE TS ---- TRAFFIC SIGNAL TSL --- TRAFFIC SIGNAL -/LIGHT WCR --- WHEEL CHAIR RAMP GRAPHIC SCALE LINE LEGEND BASIS OF BEARING -P- OVERHEAD POWER -SS- SANITARY SEWER ASSUMED BEARING OF -SD- STORM DRAINAGE NORTH 0172'21" EAST ALONG T- OVERHEAD TELEPHONE THE EAST LINE OF SECTION 24 P TOWNSHIP 21 NORTH, 1-3 WETLAND FLAG LOCATION RANGE 4 EAST, W.M. PSP-3 SAMPLE PLOT LOCATION DATUM PEP-3 EXPLORATION PIT N.GV.4 1929 LOCATION (TYP.) CONTOUR INTERVAL „-- RIP -RAP ROCK 1' CONTOUR INTERVAL IE 24" CONC= 289.93' N.W. 6 DOWN 1.1 IN CASE O INTX S 336TH ST. & 16TH AVE S }1 . (10-20-99) 20 21 {r I' 2" IRON PIPE IN CASE ) 1' CALC'D POSITION PER RA.S. 7a BOOK 110. PG 36A N I {{ 5" CONC FILLED RED CLAY PPE; I w/COPPER TACK DOWN 0.75' e; IN CASE O CL PACIFIC HWY SO_ f (10-26-99) H' PVC IN S & E 8" PVC OUT W. [� ) CTR CHNL IE=297.04' swY -3.. • i { B" PVC LN & E PVC OUT W CTR CHNL IE=29597' gp. UH " Ot RIM- 244LP, IN S IE=300,5Y 8• PVC IN N & E 24_ D.I.R. OUT W. IE=30432' Jr PVC OUT W. I... IF=97a I. j 1143.15' i (7143.58• RECORD) f PEP-6 1 } / I k I f!j ' I 1{ I EP_5 Ii I I` f fEP-4� (' 1 1 � � f t t ] 0TY OF FEDERAL WAY RM NO. 2168-8-1 aoo-1s'stw E�sBDs.ao' L=18.20', J 11.7 rl ..�• � _ � r� � d�R WCR pp go, I � � I I TS • I 2 WOR L=16.65' I (RECORD) i P I:,II i N7t'31'3B'W l....T ` e f W FCIUTFALL p �yF* +.. r • •ju I ~' g. 12' IE=306.OJ' N A,'� ,' r ,+• . t ,. 2 I - I • Ir � t 1 fjlF1f O f 1 O al h, {7j �ry/4' •• ' ,'r 1' F WCR I, T+CA:G O CURVE DATA ; ,Lye L = 1O61 EP-8 P CURVE V i•(+ ! STATE RVE DATA I R = 21* CU1'37' ' L = 1080_80' ❑ 4 I r. r � FN/DppRON 2" CONE FILLED IPIPE ` ` W /8RA55 TACK GOWN 1.3' IN CASE I! +� +: ! (10 ED 6") O P.T. C PACIFIC HWY SO. i f EP-9 P (-20-99) 'V 1� N' - ---279,60'-ri'y'J UNABLE TO R----^Y~-- :'. LOCATE END OF PIPE ' f nfl w I � 19" 4LP, IN S. IE=303.90 1 15' D.LP. OUT W, IE=303.84' } .l I TFIND 1/2" REBAR (NO CAP) J"a' FIND 1/2" REBAR w/CAP "R.T. 15042" ip IN PROXIMITY OF THE ^(: + PROP. COR_ FND 1/2' ROAR -/CAP LS p5O42 (10-io-99) ' 0.84' E OF R/W UNE : 1 968 84' ' r ' --'---_7662_37'`_ D.I.P. IN F, IE-30496' D.LP. OUT N, IE=304.88- 1 m ' FIND 2" IRON PIPE -/HUB 2 & TACK DOWN 0,25 IN CASE EAST 1/4 CORNER 20-21-4 O O PACIFIC HWY Sq FIND 1-1/2" BRASS DISK -/PUNCH , DOWN 0.8' O INTX S. 344TH ST. & 16TH AVE S (10-20-99) �' I 1 [WSOOT] 20 21 551,134' (R:OS BOOK 30. PG75) f I TRIAD JOB NO. 99-355 ® 1997 U-HA 1�L NTERNA TTTTTTT� FEE m QUARTER OF THE NORTHEAST QUARTER OF SECTION 20; THENCE SOUTH 88'46'07" EAST ALONG THE SOUTH LINE OF SAID NORTH HALF OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, A DISTANCE OF 1034.43 FEET TO SAID WESTERLY RIGHT-OF-WAY LINE OF PRIMARY W NO. 1 US 99 STATE FN r H ( ), THENCE NORTH 22'49'31" EAST ALONG SAID WESTERLY RIGHT-OF-WAY UNE, A DISTANCE OF 11581 FEET TO THE BEGINNING OF A CURVE TO THE LEFT; THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 2815A0 FEET THROUGH A CENTRAL ANGLE OF 04'21'52" AN ARC DISTANCE OF 21443 FEET; THENCE NORTH 71'32'21" WEST, A DISTANCE OF 10.00 FEET TO THE BEGINNING OF A CURVE TO THE LEFT: THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 2805.00 FEET THROUGH A CENTRAL ANGLE OF 0'20'24" AN ARC DISTANCE OF 16,65 FEET TO THE TRUE POINT OF BEGINNING SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. GENERAL NOTES 1. PRIMARY CONTROL POINTS AND ACCESSIBLE WONWENT POSITIONS WERE FIELD MEASURED UTILIZING OLOSAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA OF BOTH ELECTRONIC TOTAL STATIONS FOR THE MEASUREMENT ANGLES AND DISTANCE$ THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090. 2, LEGAL DESCRIPTION AND EASEMENTS BASED UPON FIDEUTY NATIONAL TITLE COMPANY OF WASHINGTON, A,LT.A COMMITMENT, ORDER NO. 0170646, DATED SEPTEMBER 21, 1999 AT 8:00 A.M. FOR ALL OTHER MATTERS OF RECORD SEE THE ABOVE REFERENCE TITLE REPORT. w THE INFORMATION DEPICTED ON THIS DRAWING REPRESENTS THE RESULTS OF A SURVEY MADE OCTOBER 20 - NOVEMBER 3, 1999 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THE 4_ UNDERGROUND UTILITIES WERE LOCATED BASED 00 SHE SURFACE EVIDENCE OF UTILITIES (ORATES, COVERS, LDS, ETC-) AND INFORMATION SUPPLIED BY THE UTILITY PURVEYORS. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. n' WEIR WATER SURFACE — ELEVATION ON THE UPSTREAM S1DE OF WEIR = 260.3 ON (3/13/01) 12" PVC IN N. IY PVC OUT S, CTR CHNL IE=270.66' SECTION BREAKDOWN FROM RECORD OF SURVEY RECORDED IN BOOK WATER SURFACE- 110 OF SURVEYS AT PAGES 36 AND 36A, RECORDS OF KING COUNTY, ELEVATION ON THE WASHINGTON. UPSTREAM SIDE OF 6.--CENTERLINE OF PACIFIC HIGHWAY SOUTH WAS LOCATED BY HOLDING WEIR = 280.0 ON FOUND MONUMENTS AND INFORMATION SHOWN ON RECORD OF SURVEY RECORDED IN BOOK 110 OF SURVEYS AT PAGES 36 AND 36A RECORDS OF KING COUNTY, WASHINGTON; CURVES WERE CALCULATED BY HOLDING THE TANGENTS DERIVED FROM THE FOUND MONUMENTS AND THE CURVE RADIUS AS SHOWN ON THE RIGHT OF WAY PLAN PREPARED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION TITLED SR 99, KING COUNTY, REDONDO TO TACOMA- APPROVED MAY 25. 1928 WITH THE DATE OF LAST REVISION OF 2-7-85. 7. REFERENCE: RECORD OF SURVEY - BOOK 30, PAGE 75 RECORD OF SURVEY - BOOK 110. PAGES 36 AND 36A RECORD OF SURVEY - BOOK 4, PAGE 140 RECORDS OF KING COUNTY, WASHINGTON. P1-13 DRAINAGE FACILITIES EASEMENT r STORM WATER POND REC. NO.'S 950911607 & 9509110608 WATER SURFACE ELEVATION - 275 6 I E JUT S. IE=268.513 I 2 0 SITE n x 31 SO S S4B1H 5T, w r FEDERAL WAY �+ VICINITY MAP (N.T.S.) —N88'46731"W------------ (3/12/01) / $WARY SEWER EASEMENT J KING COUNTY SUPk71IOR COURT CAUSE NO. 825293 10 fnM.2 C I 12" PVC O N. 12" PVC OUT W. CTR CHNL IE=269.43' 1 1-1 IE 30" CONIC = 277.01 E. SX1.5' OPENING = 794.08 N., S, W. IE 30"_OW - 285,16' W. IE 12" [ONO. 286 59' N. IE 30" CONC = 285.46' E IE 24' CONE = 286.70' SE D SO LEGEND CB ---- CATCH BASIN EJB --- ELECT. JCT. BOX EOW --- EDGE OF WATER FH ---- FIRE HYDRANT W =__- POWER POLE SCALE: 1" = 50' TP ---- TELEPHONE POLE SO -- STORM DRAIN MANHOLE SSMH -- SANITARY SEWER MANHOLE TS ---- TRAFFIC SIGNAL TSL --- TRAFFIC SIGNAL -/LIGHT WCR --- WHEEL CHAIR RAMP GRAPHIC SCALE LINE LEGEND BASIS OF BEARING -P- OVERHEAD POWER -SS- SANITARY SEWER ASSUMED BEARING OF -SD- STORM DRAINAGE NORTH 0172'21" EAST ALONG T- OVERHEAD TELEPHONE THE EAST LINE OF SECTION 24 P TOWNSHIP 21 NORTH, 1-3 WETLAND FLAG LOCATION RANGE 4 EAST, W.M. PSP-3 SAMPLE PLOT LOCATION DATUM PEP-3 EXPLORATION PIT N.GV.4 1929 LOCATION (TYP.) CONTOUR INTERVAL „-- RIP -RAP ROCK 1' CONTOUR INTERVAL IE 24" CONC= 289.93' N.W. 6 DOWN 1.1 IN CASE O INTX S 336TH ST. & 16TH AVE S }1 . (10-20-99) 20 21 {r I' 2" IRON PIPE IN CASE ) 1' CALC'D POSITION PER RA.S. 7a BOOK 110. PG 36A N I {{ 5" CONC FILLED RED CLAY PPE; I w/COPPER TACK DOWN 0.75' e; IN CASE O CL PACIFIC HWY SO_ f (10-26-99) H' PVC IN S & E 8" PVC OUT W. [� ) CTR CHNL IE=297.04' swY -3.. • i { B" PVC LN & E PVC OUT W CTR CHNL IE=29597' gp. UH " Ot RIM- 244LP, IN S IE=300,5Y 8• PVC IN N & E 24_ D.I.R. OUT W. IE=30432' Jr PVC OUT W. I... IF=97a I. j 1143.15' i (7143.58• RECORD) f PEP-6 1 } / I k I f!j ' I 1{ I EP_5 Ii I I` f fEP-4� (' 1 1 � � f t t ] 0TY OF FEDERAL WAY RM NO. 2168-8-1 aoo-1s'stw E�sBDs.ao' L=18.20', J 11.7 rl ..�• � _ � r� � d�R WCR pp go, I � � I I TS • I 2 WOR L=16.65' I (RECORD) i P I:,II i N7t'31'3B'W l....T ` e f W FCIUTFALL p �yF* +.. r • •ju I ~' g. 12' IE=306.OJ' N A,'� ,' r ,+• . t ,. 2 I - I • Ir � t 1 fjlF1f O f 1 O al h, {7j �ry/4' •• ' ,'r 1' F WCR I, T+CA:G O CURVE DATA ; ,Lye L = 1O61 EP-8 P CURVE V i•(+ ! STATE RVE DATA I R = 21* CU1'37' ' L = 1080_80' ❑ 4 I r. r � FN/DppRON 2" CONE FILLED IPIPE ` ` W /8RA55 TACK GOWN 1.3' IN CASE I! +� +: ! (10 ED 6") O P.T. C PACIFIC HWY SO. i f EP-9 P (-20-99) 'V 1� N' - ---279,60'-ri'y'J UNABLE TO R----^Y~-- :'. LOCATE END OF PIPE ' f nfl w I � 19" 4LP, IN S. IE=303.90 1 15' D.LP. OUT W, IE=303.84' } .l I TFIND 1/2" REBAR (NO CAP) J"a' FIND 1/2" REBAR w/CAP "R.T. 15042" ip IN PROXIMITY OF THE ^(: + PROP. COR_ FND 1/2' ROAR -/CAP LS p5O42 (10-io-99) ' 0.84' E OF R/W UNE : 1 968 84' ' r ' --'---_7662_37'`_ D.I.P. IN F, IE-30496' D.LP. OUT N, IE=304.88- 1 m ' FIND 2" IRON PIPE -/HUB 2 & TACK DOWN 0,25 IN CASE EAST 1/4 CORNER 20-21-4 O O PACIFIC HWY Sq FIND 1-1/2" BRASS DISK -/PUNCH , DOWN 0.8' O INTX S. 344TH ST. & 16TH AVE S (10-20-99) �' I 1 [WSOOT] 20 21 551,134' (R:OS BOOK 30. PG75) f I TRIAD JOB NO. 99-355 ® 1997 U-HA 1�L NTERNA TTTTTTT� FEE m P1-13 DRAINAGE FACILITIES EASEMENT r STORM WATER POND REC. NO.'S 950911607 & 9509110608 WATER SURFACE ELEVATION - 275 6 I E JUT S. IE=268.513 I 2 0 SITE n x 31 SO S S4B1H 5T, w r FEDERAL WAY �+ VICINITY MAP (N.T.S.) —N88'46731"W------------ (3/12/01) / $WARY SEWER EASEMENT J KING COUNTY SUPk71IOR COURT CAUSE NO. 825293 10 fnM.2 C I 12" PVC O N. 12" PVC OUT W. CTR CHNL IE=269.43' 1 1-1 IE 30" CONIC = 277.01 E. SX1.5' OPENING = 794.08 N., S, W. IE 30"_OW - 285,16' W. IE 12" [ONO. 286 59' N. IE 30" CONC = 285.46' E IE 24' CONE = 286.70' SE D SO LEGEND CB ---- CATCH BASIN EJB --- ELECT. JCT. BOX EOW --- EDGE OF WATER FH ---- FIRE HYDRANT W =__- POWER POLE SCALE: 1" = 50' TP ---- TELEPHONE POLE SO -- STORM DRAIN MANHOLE SSMH -- SANITARY SEWER MANHOLE TS ---- TRAFFIC SIGNAL TSL --- TRAFFIC SIGNAL -/LIGHT WCR --- WHEEL CHAIR RAMP GRAPHIC SCALE LINE LEGEND BASIS OF BEARING -P- OVERHEAD POWER -SS- SANITARY SEWER ASSUMED BEARING OF -SD- STORM DRAINAGE NORTH 0172'21" EAST ALONG T- OVERHEAD TELEPHONE THE EAST LINE OF SECTION 24 P TOWNSHIP 21 NORTH, 1-3 WETLAND FLAG LOCATION RANGE 4 EAST, W.M. PSP-3 SAMPLE PLOT LOCATION DATUM PEP-3 EXPLORATION PIT N.GV.4 1929 LOCATION (TYP.) CONTOUR INTERVAL „-- RIP -RAP ROCK 1' CONTOUR INTERVAL IE 24" CONC= 289.93' N.W. 6 DOWN 1.1 IN CASE O INTX S 336TH ST. & 16TH AVE S }1 . (10-20-99) 20 21 {r I' 2" IRON PIPE IN CASE ) 1' CALC'D POSITION PER RA.S. 7a BOOK 110. PG 36A N I {{ 5" CONC FILLED RED CLAY PPE; I w/COPPER TACK DOWN 0.75' e; IN CASE O CL PACIFIC HWY SO_ f (10-26-99) H' PVC IN S & E 8" PVC OUT W. [� ) CTR CHNL IE=297.04' swY -3.. • i { B" PVC LN & E PVC OUT W CTR CHNL IE=29597' gp. UH " Ot RIM- 244LP, IN S IE=300,5Y 8• PVC IN N & E 24_ D.I.R. OUT W. IE=30432' Jr PVC OUT W. I... IF=97a I. j 1143.15' i (7143.58• RECORD) f PEP-6 1 } / I k I f!j ' I 1{ I EP_5 Ii I I` f fEP-4� (' 1 1 � � f t t ] 0TY OF FEDERAL WAY RM NO. 2168-8-1 aoo-1s'stw E�sBDs.ao' L=18.20', J 11.7 rl ..�• � _ � r� � d�R WCR pp go, I � � I I TS • I 2 WOR L=16.65' I (RECORD) i P I:,II i N7t'31'3B'W l....T ` e f W FCIUTFALL p �yF* +.. r • •ju I ~' g. 12' IE=306.OJ' N A,'� ,' r ,+• . t ,. 2 I - I • Ir � t 1 fjlF1f O f 1 O al h, {7j �ry/4' •• ' ,'r 1' F WCR I, T+CA:G O CURVE DATA ; ,Lye L = 1O61 EP-8 P CURVE V i•(+ ! STATE RVE DATA I R = 21* CU1'37' ' L = 1080_80' ❑ 4 I r. r � FN/DppRON 2" CONE FILLED IPIPE ` ` W /8RA55 TACK GOWN 1.3' IN CASE I! +� +: ! (10 ED 6") O P.T. C PACIFIC HWY SO. i f EP-9 P (-20-99) 'V 1� N' - ---279,60'-ri'y'J UNABLE TO R----^Y~-- :'. LOCATE END OF PIPE ' f nfl w I � 19" 4LP, IN S. IE=303.90 1 15' D.LP. OUT W, IE=303.84' } .l I TFIND 1/2" REBAR (NO CAP) J"a' FIND 1/2" REBAR w/CAP "R.T. 15042" ip IN PROXIMITY OF THE ^(: + PROP. COR_ FND 1/2' ROAR -/CAP LS p5O42 (10-io-99) ' 0.84' E OF R/W UNE : 1 968 84' ' r ' --'---_7662_37'`_ D.I.P. IN F, IE-30496' D.LP. OUT N, IE=304.88- 1 m ' FIND 2" IRON PIPE -/HUB 2 & TACK DOWN 0,25 IN CASE EAST 1/4 CORNER 20-21-4 O O PACIFIC HWY Sq FIND 1-1/2" BRASS DISK -/PUNCH , DOWN 0.8' O INTX S. 344TH ST. & 16TH AVE S (10-20-99) �' I 1 [WSOOT] 20 21 551,134' (R:OS BOOK 30. PG75) f I TRIAD JOB NO. 99-355 ® 1997 U-HA 1�L NTERNA TTTTTTT� FEE m IE 24" CONC= 289.93' N.W. 6 DOWN 1.1 IN CASE O INTX S 336TH ST. & 16TH AVE S }1 . (10-20-99) 20 21 {r I' 2" IRON PIPE IN CASE ) 1' CALC'D POSITION PER RA.S. 7a BOOK 110. PG 36A N I {{ 5" CONC FILLED RED CLAY PPE; I w/COPPER TACK DOWN 0.75' e; IN CASE O CL PACIFIC HWY SO_ f (10-26-99) H' PVC IN S & E 8" PVC OUT W. [� ) CTR CHNL IE=297.04' swY -3.. • i { B" PVC LN & E PVC OUT W CTR CHNL IE=29597' gp. UH " Ot RIM- 244LP, IN S IE=300,5Y 8• PVC IN N & E 24_ D.I.R. OUT W. IE=30432' Jr PVC OUT W. I... IF=97a I. j 1143.15' i (7143.58• RECORD) f PEP-6 1 } / I k I f!j ' I 1{ I EP_5 Ii I I` f fEP-4� (' 1 1 � � f t t ] 0TY OF FEDERAL WAY RM NO. 2168-8-1 aoo-1s'stw E�sBDs.ao' L=18.20', J 11.7 rl ..�• � _ � r� � d�R WCR pp go, I � � I I TS • I 2 WOR L=16.65' I (RECORD) i P I:,II i N7t'31'3B'W l....T ` e f W FCIUTFALL p �yF* +.. r • •ju I ~' g. 12' IE=306.OJ' N A,'� ,' r ,+• . t ,. 2 I - I • Ir � t 1 fjlF1f O f 1 O al h, {7j �ry/4' •• ' ,'r 1' F WCR I, T+CA:G O CURVE DATA ; ,Lye L = 1O61 EP-8 P CURVE V i•(+ ! STATE RVE DATA I R = 21* CU1'37' ' L = 1080_80' ❑ 4 I r. r � FN/DppRON 2" CONE FILLED IPIPE ` ` W /8RA55 TACK GOWN 1.3' IN CASE I! +� +: ! (10 ED 6") O P.T. C PACIFIC HWY SO. i f EP-9 P (-20-99) 'V 1� N' - ---279,60'-ri'y'J UNABLE TO R----^Y~-- :'. LOCATE END OF PIPE ' f nfl w I � 19" 4LP, IN S. IE=303.90 1 15' D.LP. OUT W, IE=303.84' } .l I TFIND 1/2" REBAR (NO CAP) J"a' FIND 1/2" REBAR w/CAP "R.T. 15042" ip IN PROXIMITY OF THE ^(: + PROP. COR_ FND 1/2' ROAR -/CAP LS p5O42 (10-io-99) ' 0.84' E OF R/W UNE : 1 968 84' ' r ' --'---_7662_37'`_ D.I.P. IN F, IE-30496' D.LP. OUT N, IE=304.88- 1 m ' FIND 2" IRON PIPE -/HUB 2 & TACK DOWN 0,25 IN CASE EAST 1/4 CORNER 20-21-4 O O PACIFIC HWY Sq FIND 1-1/2" BRASS DISK -/PUNCH , DOWN 0.8' O INTX S. 344TH ST. & 16TH AVE S (10-20-99) �' I 1 [WSOOT] 20 21 551,134' (R:OS BOOK 30. PG75) f I TRIAD JOB NO. 99-355 ® 1997 U-HA 1�L NTERNA TTTTTTT� FEE m E PVC OUT W CTR CHNL IE=29597' gp. UH " Ot RIM- 244LP, IN S IE=300,5Y 8• PVC IN N & E 24_ D.I.R. OUT W. IE=30432' Jr PVC OUT W. I... IF=97a I. j 1143.15' i (7143.58• RECORD) f PEP-6 1 } / I k I f!j ' I 1{ I EP_5 Ii I I` f fEP-4� (' 1 1 � � f t t ] 0TY OF FEDERAL WAY RM NO. 2168-8-1 aoo-1s'stw E�sBDs.ao' L=18.20', J 11.7 rl ..�• � _ � r� � d�R WCR pp go, I � � I I TS • I 2 WOR L=16.65' I (RECORD) i P I:,II i N7t'31'3B'W l....T ` e f W FCIUTFALL p �yF* +.. r • •ju I ~' g. 12' IE=306.OJ' N A,'� ,' r ,+• . t ,. 2 I - I • Ir � t 1 fjlF1f O f 1 O al h, {7j �ry/4' •• ' ,'r 1' F WCR I, T+CA:G O CURVE DATA ; ,Lye L = 1O61 EP-8 P CURVE V i•(+ ! STATE RVE DATA I R = 21* CU1'37' ' L = 1080_80' ❑ 4 I r. r � FN/DppRON 2" CONE FILLED IPIPE ` ` W /8RA55 TACK GOWN 1.3' IN CASE I! +� +: ! (10 ED 6") O P.T. C PACIFIC HWY SO. i f EP-9 P (-20-99) 'V 1� N' - ---279,60'-ri'y'J UNABLE TO R----^Y~-- :'. LOCATE END OF PIPE ' f nfl w I � 19" 4LP, IN S. IE=303.90 1 15' D.LP. OUT W, IE=303.84' } .l I TFIND 1/2" REBAR (NO CAP) J"a' FIND 1/2" REBAR w/CAP "R.T. 15042" ip IN PROXIMITY OF THE ^(: + PROP. COR_ FND 1/2' ROAR -/CAP LS p5O42 (10-io-99) ' 0.84' E OF R/W UNE : 1 968 84' ' r ' --'---_7662_37'`_ D.I.P. IN F, IE-30496' D.LP. OUT N, IE=304.88- 1 m ' FIND 2" IRON PIPE -/HUB 2 & TACK DOWN 0,25 IN CASE EAST 1/4 CORNER 20-21-4 O O PACIFIC HWY Sq FIND 1-1/2" BRASS DISK -/PUNCH , DOWN 0.8' O INTX S. 344TH ST. & 16TH AVE S (10-20-99) �' I 1 [WSOOT] 20 21 551,134' (R:OS BOOK 30. PG75) f I TRIAD JOB NO. 99-355 ® 1997 U-HA 1�L NTERNA TTTTTTT� FEE m I l ! I TS + r 4 5 , , 11.7 1 TS I I / ' // / f ❑rr I BILLBOARD PEP-6 — i EP-7 / I 1 i; l 11�. 1�/. �� r 1 ► XC � O p� p l I 1 � �, � �! � �► EP--s P { I ! / I I a51 1 f ❑ .pa r 1 �l; o ? I / / / / I / ❑ 1l i � TP �• n f ❑ ' a 1 ID EP-9 P { I I ! I ! 1 FEE TRIAD JOB NO. 99-355 0 1997 U-HAUL INTERNATI V -TAU L U-Haul International Inc P.O. Box 21502, Phoenix, AZ 85036-1502 Phone 602-263-6561 Vendor; 0002320769 - 2320769 Date; 14-MAY-01 PO NUMBER CLIENT INVOICE NUMBER INV. DATE 14058867-XXX 507005 PROCESS IV SUBMITTAL F 10-MAY-01 Detach and negotiate immediately TOTALS Check No. 003322860 GROSS AMOUNT DISCOUNT NET AMOUNT 2,877.00 0.00 2,877.00 2,877.00 1 0.00 I 2,877.00 Wachovia Bank, N. A. 67-1 INTERNATIONAL INC Greenville. South Carolina 532 In Cooperation with & Payable If Desired at P.O. Box 21502, Phoenix, AZ 85036-1502 Wells Fargo Bank, N. A. Phone 602-263-6561 4759-613540 Two Thousand Eight Hundred Seventy -Seven and 00/100 Dollars DATE CHECK NUMBER AMOUNT PAY TO THE ORDER OF 14-MAY-01 003322860 $2,877.00 FEDERAL WAY, CITY OF 33530 FIRST WAY SOUTH FEDERAL WAY, WA 98003 Authorized Signature VOID lF NOT CASHED WITHIN 180 DAYS m 06/26/01 08.37 '0425 821 3481 TRIAD ASSOCIATES U 002 00-102720-06-PC ApPL1C'.4Tlolvl NO(s)- — U-Haul Federal Way Project Name 34001 Pacific Highway South Property Address/Location - Parvel Nuntber(s) Project DeSerip00111 P1 MASTER LAND USE APPLICATION DEPhRTMFrgTOF COP041 NrryDRVKL•4)YMY:N1'SsRVI4:F-S 33530 First clay South PO Box 9718 Frdervl Way WA 99063-9719 7.5:1.6614000; Fax 253-661-4129 wvv �Y.Ci_federal-wiiy.►va,lt5 A ate 6/26/01 - 202104-9051 Commercial Mini Storage Facility and U-Haul Truck Rental Show Room With Associated Truck and Truck Rental Parking. Type of Permit Rt:,4uired Annexation Binding Sitc Plan Boundary Line Adjusnuent _ t.'pm p PlantR ezAne J,nnrl surface Mudification Lot .I..ine Fliminatiun _ prcnpr, icatinn Conference Ps�occss I (Director'sApprovul) Process 11 (Site Plan Revicw) Process ill (Project Approval) XX Process IV (Flraring Examiners Decision) Process V (Quasi-}udiri,l Rerone) Process VI S)PA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Varinncc: Corntnercial/Residential Required Information mooning Designation Cuttiprehensive Plan Designation -0- V �i ue of Existing ImproveMcnts $iM+ Value of Proposed Iniprovoments Unifonn Building Code (UBC): SI—.—Occuoulcy Type I I N Construaivn '1�'pe Dullotin 4003 - Octobcr 30, 2000 Applicaut Name: Parul Dutalo C/o U-Haul International, Inc. Address: 2727 North Central Avenue City/State: Phoenix, AZ Zip: 85036 Phone:: 602-263-6852 Fax_ 602-277-1026 Email: parul@fc.uhaul.com Signature: Agent (if different th,, n Applicant) Narric: Don Hill c/o Triad Associates Address: 11814 115th Avenue NE City/State- Kirkland,, WA Zip: 98034 Phone: 800-488-0756 . Fax: 425-821-3481 E-mail: dhill@triadassoc-com Signature: Owner Narne: Robert Lluyd Wright - Addresx: 34839 Pacific Highway South City/Slate: Federal Way, WA Zip: 98003 Phone: Fax. _ Email: v &� Page 1 kAl-landouts - RcviscdlMaster Land Use Application 08/28/2001 09:20 6022771026 UHAUL /AMERCO CONSTR PAGE 01/01 99-355 PLICATION No(5) 00-102720-00-PC )jcct Ngmc . _ _ u-Haul^Federal Flay )perty Address/Location 34001 Pacific Highway South reel t+lurnbe s 202104-9051 F MASTER LAND USE APPLICATION DF.PnRTMENTOFCoAtMUNITV t)EtiELOPMDrr8SciRY CES 33530 First Way South Pia Box 971$ Fcdcral Way WA 93063-9718 253-661-4000;Fax 253-661-4129 V^M.C,i, federal-way_wa.us Date6/25/01.. v...... �jectl3escription Commercial Mini Storage Facility and V-Haul Truck Rental,Show Room With Associated Truck and Truck Rental Parking. Type of Permit Required Annexation Binding Sire Plan Boundary Line Adjustment Comp P1an/Rozona _ Land Surface Moditir.,ation _ Lot Line Elimination Preapplicativn Con lbrence Process I (Director s Approval) Process 11 (Site Plan Review) Praces3III (ProjectApproval) XX Process IV (Hearing Mxaminer's Decision) Proccss V (Quasi -Judicial Rczonc) Process VI SLPA w/Project SEPA Only _ Shoreline; Variance/ConditionaJ Use Short Subdivision Subdivision —variance-, Variance: Contmcrcini/RcsidLatial 2ecluired Information Lag Designation —•• Comprehensive Plan Dcsignadvrl -0- Value of Existing Improvements $1M± Value of Proposed Improvements .Iniform Ruildin8 Cnda (1TRC;): SI .____... _,__Occupancy Type Cac15n'.action Type Appli"rt t Narrle: Parul sutala c/o V-Haul International, Inc. Address: Z727 North Central Avcnur: CiTy/STate; Phaenis, AZ , Zip; 85036 Phone: 602-263-6852 Fax: 602-277-1326 Email: paru fc_uhaul�.}com Signature: Agent (if DlBerentThan Applicant) Name: DDn Hill c/o Triad Associates Address: 11814 115th avenue NE City/State: Kirkland, WA Zip: 93034 Phone: 800-488-0756 Fax: 425-621-3481 Ernail: dhillftriadassoe.com S. ynaturc Owner Narne: ' P.obert Lloyd Wrig,ht�_, . - L Address;-34839 Pacific Highway South City/State: Federal Way, WA Zip; 98003 Phonc: Fax: E-mail: actin #003 - October 30. 2000 Page 1 luxHandouts - RcvLwdVA=cr Lard Use Application Z00[1 SH,IVTOOSSY (txrx.T Town T78 . -0-b -- - - Smooth Feed She LT K R S Holdings Llc 34100,QTh Ave S Fed )Nay, WA 98003 321 ,---C,- - C2C: Orville & Victoria Cohen Mountain Paci Dba PO Box 46073 Seattle, WA 98146 W N Chase 336 Shore Dr Camano Island, WA 98282 Jane Slisco & Andrew & Sand Slisco 2320 Canary Ct Anchorage, AK 99515 Lumbermens Of Washington 3773 Martin Way E #A Olympia, WA 98506 Ralph Jones 33 Prospect Hill Rd CID Cromwell, CT 06416 1,G21rq C W R Pattison 700 S 282Nd St #730 Des Moines, WA 98198 Lumeat b Washington 3773 Ma ay E #A (p Olym W 98506 2G21C1.1 7L5?;y Orville & Victoria Cohen O Mountain Paci Dba PO Box 46073 Seattle, WA 98146 ZbG1bL}--`11CC C W R & Evelyn Pattison City Of Federal Way C W P Pattison 34110 Pacific Hwy S r p 33530 1 St Way S J 34222 Pacific Hwy S j Federal Way, WA 98003 Federal Way, WA 98003 Federal Way, WA 98003 Gou f d n� -Fetd'- Weyerhaeuser Company T F M Temple Assoc Star Llc Property Acntng Tti 922 / 3 PO Box 3121 PO Box 4985 Tacoma, WA 98477 Federal Way, WA 98063 j� Federal Way, WA 98063 Z) � Lf-'-1-)cr2_ ZI I �'`f - CSC �61 C"3�G-G!5(=, Rickney Brown Fedway Associates Lp Campus Business Parks Llc 34004 16Th Ave S #200 1 1133 164Th St SW #107 14100 SE 36`I'h St #200 Federal Way, WA 98003 Lynnwood, WA 98037 Bellevue, WA 98006 '3C1 C)'.0 01V `T2-C�,�TG `)Z�ry %' C' - GII L" Camp1-ABusiness Parks Llc Campus= Parks Llc Campus [1Siness ks Llc 14100 SE St #200 14100 S St #200 14100 SE t #200 2 Bellevue 8006 Bellevue, 8006 2� Bellevue,'.;W8006 Frito-Lay 3131 S Vaughn Way #301 Aurora, CO 80014 9 2 &%`-f SAC - P2Q 0 VII1 n'kffCnorn AAArncc 1 nh®Ic I near cafn ' Smooth Feed SheetsTM Use template for 51600 K R S Holdings Llc Jane Slisco & Andrew & Sand Slisco C W R Pattison 34100 9Th Ave S 2320 Canary Ct 700 S 282Nd St #730 Federal Way, WA 98003 Anchorage, AK 99515 Des Moines, WA 98198 i- 18 6 — 002.0 202roq -- 0100q 2-021OLI - 9D111 Orville & Victoria Cohen Lumbermen Of Washington Lumbe ens Of W bington Mountain. Paci Dba 3773 Martin Way E #A 3773 Ma wn W E #A PO Box 46073 Olympia, WA 98506 Olympia, 98506 Seattle, WA 98146 2 0 2 10 zt - 9 053 202 of05 3 2421 oLf -,!57oy2 W N Chase Ralph Jones Orville & Victoria Cohen 336 Shore Dr 33 Prospect Hill Rd Mountain Paci Dba Camano Island, WA 98282 Cromwell, CT 06416 PO Box 46073 2 02.10'-E - c10 72 2 02 o'-{ - 9 p $0 Seattle, WA 98146 Z02io4- 91oD C W R & Evelyn Pattison City Of Federal Way C W P Pattison - 34110 Pacific Hwy S 33530 1St Way S 34222 Pacific Hwy S Federal Way, WA 98003 Federal Way, WA 98003 Federal Way, WA 98003 202ic>4- `PI1g Z0210q- gJ20 2D2lo4- 7/3-7- Weyerhaeuser Company T F M Temple Assoc Star Llc Property Acntng Tb 922 PO Box 3121 PO Box 4985 Tacoma, WA 98477 Federal Way, WA 98063 Federal Way, WA 98063 212104- GI002 2121 -gUsd 3702 - aISD Rickney Brown Fedway Associates Lp Campus Business Parks Llc 34004 16Th Ave S #200 1133 164Th St SW #107 14100 SE 36Th St #200 Federal Way, WA 98003 Lynnwood, WA 98037 Bellevue, WA 98006 3go360 - oloo C12&Lj80-'00i0 ` &` St- 080 Cam us Business Parks LIc Camp Business Parks Llc Campus usiness Parks Llc 1410 SE 3 St #200 14I00 S 6 St 0200 t4100 S 6T t #200 Belle A 98006 Bellevue 98006 Bellevue, 98006 `�2 — �11 �7 q�� o -D11 D �2� sr - UI o Frito-Lay 3131 S Vaughn Way #301 Aurora, CO 80014 72(pL[ $ D - 012 d � AVERYO Address Labels Laser 5960TM Current Resident 34100 9T1i Ave S Federal Way, WA 98003 l- VSG Current Resident 34201 Pacific Hwy S Federal Way, WA 98003 ?u2-1 C`f-gCC.5z- Current Resident 34051 Pacific Hwy S Federal Way, WA 98003 072-- Current Resident i 34110 Pacific Hwy S Federal Way, WA 98003 202.1 C Lf - '13119 COlttd,M'P- -1 AJ-- Current Resident 3 2501 S 336Th St Federal Way, WA 98003 2121C4-'�Cez Current Resident 34004 16Th Ave S Federal Way, WA 98003 3T -6&o — Dl too � e!esi & Cur t 3400 Th ve S Federal Ak, WA 98003 q 2-`-f 9 n -- 01(o Current Resident 33930 9Th Ave S Federal Way, WA 98003 O1Z(p46: o .- al2v Current Resident L:J 33901 Pacific Hwy S Federal Way, WA 98003 C iCLF Current Resident 34211 Pacific Hwy S 0 Federal Way, WA 98003 Current Resident V 34100 Pacific Hwy S Federal Way, WA 98003 2CZ1C, 1-1Lg1 rep too? -t- Current Residers 34211 cifi wy S [p Federal . WA 98003 2C�'1 uI( N 1�0�-:3- Current Resident Current Resident - 34010 Pacific Hwy S ® 34211 Pacific Hwy S Federal Way, WA 98003 Federal Way, WA 98003 2C2.10I-f -- 70 SC 2C)?-)c,f-- /oc, Current Resident Current Resident 34020 Pacific Hwy S 34222 Pacific Hwy S Federal Way, WA 98003 Federal Way, WA 98003 202—I C,If- `312—C 2-0210If Current Resident Current Resident 34020 Pacific Hwy S 1610 S 341St PI Federal Way, WA 98003 Federal Way, WA 98003 Current Resident Current Resident 9Th Ave S 34004 9Th Ave S ] Federal Way, WA % Federal Way, WA 98003 ovio Current Resident Current Resident 34004 9 A 2v 34004 Av. Federal WA 98003 Federal , WA 98003 C-11 ID was I -L-1- i COLnTM Smooth feed SheetsTM Use template for 51600 Current Resident Current Resident Current Resident 34100 9Th Ave S 33901 Pacific Hwy S 34100 Pacific Hwy S Federal Way, WA 98003 Federal Way, WA 98003 Federal Way, WA 98003 1. ? 1970- 062-0 202-I o`f- g06q 2o21o4- 9ogl Current Resident Current Resident Curren Resident 34201 Pacific Hwy S 34211 Pacific Hwy S 34211 P fieVy S Federal Way, WA 98003 Federal Way, WA 98003 Federal W A 98003 202-10q-9052 2o2lo4-`loe53 D93 Current Resident Current Resident Current Resident 34051 Pacific Hwy S 34010 Pacific Hwy S 34211 Pacific Hwy S Federal Way, WA98003 �F]exde�r7al Way, WA 988003 Federal Way, WA 98003 Z 02� 1 � ( - p L 072- V L 10 ! - 708%n r n /V j /) n Current Resident Current Resident Current Resident 34110 Pacific Hwy S 34020 Pacific Hwy S 34222 Pacific Hwy S Federal Way, WA 98003 Federal Way, WA 98003 Federal Way, WA 98003 )-62II)q- %l cG 62l0� - 7120 202/b�- c 3� Current Resident Current Resident Current Resident 2501 S 336Th St 34020 Pacific Hwy S 1610 S 341 St PI Federal Way, WA 98003 Federal Way, WA 98003 Federal Way, WA 98003 212-1V4-9002 2/ZfO4�—Cj65D /So ant Resident Current Resident Current Resident ,,t)4 16Th Ave S 9Th Ave S 34004 9Th Ave S Federal Way, WA 98003 Federal Way, WA Federal Way, WA 98003 33039-6 - Woo `l 26048-0 - 0090 ' 2;7 44 'o -1,-) Current Resident Current Resident Current Resident 34004 Th S 34004 9 A 34004 9 Ave Federal , WA 98003 Federal , WA 98003 Federal W A 98003 q2 all o 2 p l�o ��1� - 0//0 Current Resident 33930 9Th Ave S Federal Way, WA 98003 92CpLfS4 —O 20 SAVERY(g) Address Labels Laser 5960TM /r TRLAD ASSOCIATES PHONE LOG From: Lee Ann Fraser Placed Call To: Rick Schell. Chief Title Officer, Transnation Title Insurance Phone Number: 1-800-776-3021 Re: U-Haul Triad Job No.: 99-355 Date: August 28, 2001 Time: 11:31 am Per my phone conversation today with Rick Schell at Transnation, there everything the same for report dated May 3, 2001, Title Order Number 0170646. is no change, Kdelrty National Title Company of Washington Underwritten by Fidelity Natior1a2 Ti t2 a Insurance Company 3500 188th Street SW #300 Lynnwood, Washington 98037 (425) 771-3031 / (800) 776-3021 Fax No. (425) 774-9200 Direct Line: (425) 640-3510 Toll Free: 1-800-776-3021 UNIT 7 TITLE ORDER NUMBER: 0170646 TO: FIDELITY NATIONAL TITLE 200 GALLERIA PARKWAY #1695 ATLANTA, GA 30339-0000 Attention MARGIE POOLE , Your Number NTS 99-01-485 Reference Name: BMO GLOBAL WRIGHT, ROBERT LLOYD TITLE ORDER NUMBER: 0170646 FOURTH REPORT A.L.T.A. CONMTMENT SCIMDULE A UNIT: Rick Schell, Chief Title Officer Commitment Effective Date: May 3, 2001 at 8:00 A-M. 1. Policy or Policies to be Issued: - ALTA Owners policy - 1992 Form Amount $ To Follow Extended Coverage Premium $ To Follow Special Project Rate Sales Tax: $ .00 Proposed Insured: BMO GLOBAL CAPITAL SOLUTIONS, INC. - ALTA Loan Policy - 1992 Form. Amount $ To Follow Extended Coverage Premium $ To Follow Special Project/Simultaneous Rate Sales Tax: $ .00 Proposed Insured: BMO GLOBAL CAPITAL SOLUTIONS, INC. - ALTA Owners Leasehold Policy - 1992 Form Amount $ To Follow Extended Coverage Premium $ To Follow Special Project Rate Sales Tax: $ .00 Proposed Insured: AMERCO REAL ESTATE COMPANY 2. The estate or interest in the land described herein and which is covered by this Commitment is a fee simple. Fidelity National Title Company of Washington ALTA Commitment, Page 2 Order No. 0170646 SCHEDULE A (continued): 3. The estate or interest referred to herein is at Date of Commitment vested in: ROBERT LLOYD WRIGHT, as his separate estate 4. The land referred to in this Commitment is situated in the County of King, State of Washington, and is described as follows: That portion of the South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20, and that portion of the North half of the South half of the North half of the Southeast quarter of the Northeast quarter of Section 20, Township 21 North, Range 4 East W.M., records of King County, Washington, lying Westerly of Primary State Highway No. 1 (US 99) and more particularly described as follows: Commencing at the Northeast corner of said Section 20; THENCE South 01'12117" West along the East line of said Northeast quarter of Section 20, a distance of 1479.34 feet to the Northeast corner of said South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20; THENCE North 88024153" West along the North line of said South half of the North half of the North half of the Southeast quartet' of the Northeast quarter of Section 20, a distance of 169.96 feet to the Westerly right-of-way line of Primary state Highway No. 1 (US 99) and the true point of beginning; THENCE continue along said North line North 88145153" West, a distance of 1143.58 feet to the Northwest corner of said South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20; THENCE South 01,14,32" West along the West line of said Southeast quarter of the Northeast quarter of Section 20, a distance of 328.83 feet to the Southwest corner of said North half of the South half of the North half of the Southeast quarter of the Northeast quarter of Section 20; 2 : 31 Fidelity National Title Company of Washington ALTA Commitment, Page 3 Order No. 0170646 SCHEDULE A (continued): LEGAL DESCRIPTION (Continued): THENCE South 88046,07" East along the South line of said North half of the South half of the North half of the Southeast quarter of the Northeast quarter of Section 20, a distance of 1034.43 feet to said Westerly right-of-way line of Primary State Highway No. 1 (US 99); THENCE North 22049131" East along said Westerly right-of-way line, a distance of 115.81 feet to the beginning of a curve to the left; THENCE along said curve to the left having a radius of 2815.00 feet through a central angle of 04021152" an arc distance of 214.43 feet; THENCE North 71032121" West, a distance of 10.00 feet to the beginning of a curve to the left; THENCE along said curve to the left having a radius of 2805.00 feet through a central angle of 0020124" an arc distance of 16.65 feet to the true point of beginning. Situate in the County of icing, State of Washington, NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended RC'W 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Ptn SE NE S20-T21N-R4E Fidelity National Title Company of Washington ALTA Commitment, Page 4 Order No. 0170646 SCHEDULE B I. The following are the requirements to be complied with: A. Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly filed for record. B. Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. II. Schedule B of the Policy or Policies to be issued (as set forth in Schedule A) will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. A. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. GENERAL EXCEPTIONS 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public record. Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession thereof. S. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts_ authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b) or (c) are shown by the public records. 6. Any lien, or right to a lien, for services, labor or materials theretofore or hereafter furnished, imposed by law and not shown by the public records. 7. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. C Fidelity National Title Company of Washington ALTA Commitment, Page 5 Order No. 0170646 SPECIAL EXCEPTIONS 1. Lien of any real estate excise sales tax upon any sale of said property if unpaid. The subject property is located in the City of Federal Way. The excise tax rate is 1.78% as of January 16, 1991. 2. GENERAL TAXES PAYABLE AFTER FEBRUARY 15TH: TO MAY 1ST; THE SECOND HALF TAXES ARE DUE Year: 2001 Amount Billed: $10,003.90 Amount Paid: $ 5,001.95 Amount Due: $ 5,001.95 Tax Account No.: 202104-9051-06 Levy Code: 1205 Value of Land: $770,000.00 THE FIRST MA7,F TAXES ARE DUE PRIOR PRIOR TO NOVEMBER 1ST: 3. Facility charges, if any, including but not limited to hook-up, or connection charges and latecomer charges for water and/or sanitary sewer service facilities by Federal Way Water and Sewer, as disclosed by instrument(s) recorded under Recording No_: SDOS120210 Said Notice supersedes previous notice under Recording No. 8106010916. 4. Before issuing its Policy of Title Insurance this Company will require evidence, satisfactory to the Company, that BMO Global Capital Solutions, Inc. (a) is validly formed on the date when documents in this transaction are to be signed; and (b) is in good standing and authorized where the Corporation was formed. to do business in the State or Country S. Evidence of the identity and authority of the officers of Global Capital Solutions, Inc., to execute the forthcoming instrument should be submitted. 6. Before issuing its Policy of Title Insurance this Company will require evidence, satisfactory to the Company, that Amerco Real Estate Company, Inc. (a) is validly formed on the date when documents in this transaction are to be signed; and (b) is in good standing and authorized to do business in the State or Country where the Corporation was formed. 7. In addition to the special Exceptions shown above, the Owners/Lenders Extended Policy applied for will contain (unless disposed of to the satisfaction of the Company) as exceptions in Schedule B thereof, General Exceptions 1, 2, 5, 6 and 7. These General Exceptions will he considered when the Owners Declaration is submitted. 8. Underground easements, servitudes or installations of which no notice is of record. Fidelity National Title Company of Washington ALTA Commitment, Page 6 Order No. 0170G46 9. Any rights, interests or claims which may exist or arise by reason of the following facts shown on a Survey prepared by Triad Associates as Job Number 99-355 dated November 1, 1999 and revised December 8, 1999 A. Encroachment of powerline to the billboard B. Encroachment of portion of traffic signal light West of the East property line of the subject property. C. Encroachment of telephone pole West of the East property line. D. Encroachment of storm drain West of the East property line 10. YJnrecorded lease agreement dated August 19, 1987 between Robert L. Wright, as lessor and Sun outdoor Advertising, leasee for a billboard on the Northeasterly portion of the subject premises. 11. Any assertion or determination that (a) the lease referred to at Exception (the "Lease") is not a "true lease" or (b) the vesting of title in the lessor by deed ("Deed") is part of a loan transaction, including an assertion that the Deed together with the Lease constitutes a mortgage or other security device. 12. This policy is issued simultaneously with Loan Policy(ies) No. _ (and No. ). The amount of insurance afforded under this policy shall be ed by any reducamount the Company may pay under (either of) such policy(ies) and the amount so paid shall be deemed a payment under this policy to the insured. 13. Recharacterization or attempted recharacterization of the estate or interest of the Insured as a fee estate. 14. In the event of recharacterization of the Insured's leasehold estate as a Fee, and upon written request by the Insured, the Company will issue a substitute Owner's Policy naming the Insured as a free owner. The policy, subject to the Exclusions From Coverage, and Conditions And Stipulations, will contain only the Exceptions in Schedule B of this policy. 15. EASEMENT AND CONDITIONS CONTAINED THEREIN, AS CONDEMNED BY FINAL DECREE: Entered: In Tong County Superior Court Cause No.: SC823293 In Favor Of: Lake Washington Sewer District Purpose: Sewer mains Affects: The South 5 feet of the East 283.9 feet of the West 526 feet and the East 10 feet of the West 526 feet of the above described parcel of land 16. AGREEMENT FOR PERPETUAL EASEMENT, AND THE TERMS AND CONDITIONS TREREOF: Recorded: September 11, 1995 Recording No.: 9509110607 Fidelity National 'Title ALTA Commitment, Page 7 Order No. 0170646 17, EASEMENT AND CONDITIONS Recorded: Recording No.: In Favor Of: Purpose: Affects: Company of Washington CONTAINED THEREIN, AS GRANTED BY INSTRUMENT: September 11, 1995 9509110608 City of Federal Way Drainage facilities for 336th corner project Portion of said premises 18. In addition, if only a memorandum thereof is recorded, the following exception will also appear unless the full instrument, together with all amendments, is submitted for review: Any defect in, or invalidity of, or any matters relating to, the leasehold estate described in Schedule A which would be disclosed by an examination of the unrecorded lease referred to in the memorandum thereof referred thereof referred to in Schedule A. END OF SPECIAL EXCEPTIONS in the event this transaction fails to close and this Commitment is cancelled, a fee will be charged to comply with the State Insurance Code and the filed Schedule of this Company. 9-27-99 7-6-00 9-12-00 5-11-01 AK/mb RS/mb RS/mb PS/mb _ THANK YOU FOR YOUR ORDER IF WE MAY BE OF FURTHER ASSISTANCE, PLEASE GIVE US A CALL Fidelity National little Company of Washington Underwritten by Fidelity National Title Insurance Company 3500 188th Street SW #300 Lynnwood, Washington 98037 (425) 771-3031 / (800) 776-3021 Fax No_ (425) 774-9200 Direct Line: (425) 640-3510 Toll Free: 1-800-776-3021 UNIT 7 TITLE ORDER NUMBER: 0170646 TO: FIDELITY NATIONAL TITLE 200 GALLERIA PARKWAY #1695 ATLANTA, GA 30339-0000 UNIT: Rick Schell, Chief Title Officer Attention : MARGIE POOLE Your Number : NTS 99-01-485 Reference Name: FIVE SAC SELF -STORAGE CORPORATION WRIGHT, ROBERT LLOYD TITLE ORDER NUMBER: 0170646 A.L.T.A. COM HTMENT SCHEDULE A Commitment Effective Date: September 21, 1999 at 8:00 A.M. 1. Policy or Policies to be Issued: - ALTA Owners Policy - 1992 Form Amount Extended Coverage Premium Special Project Rate Sales Tax: Proposed Insured: FIVE SAC SELF -STORAGE CORPORATION $ 1,400,000.00 $ 3,693.00 $ 317.60 2. The estate or interest in the land described herein and which is covered by this Commitment is a fee simple. 3. The estate or interest referred to herein is at Date of Commitment vested in: ROBERT LLOYD WRIGHT, presumptively subject to the community interest of his spouse, if married from March 23, 1984, date of decree of divorce, to August 30, 1988, date of recording the fulfillment deed 4. The land referred to in this Commitment is situated in the County of King, State of Washington, and is described as follows: See Attached Fidelity National Title Company of Washington ALTA Commitment, Page 2 Order No. 0170646 LEGAL DESCRIPTION: That portion of the South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20, and that portion of the North half of the South half of the North half of the Southeast quarter of the Northeast quarter of Section 20, Township in21 North, Range 4 East W.M., records of King County, Washington, g Westerly of Primary State Highway No. I (US 99) and more particularly described as follows: Commencing at the Northeast corner of said Section 20; THENCE South 01012-17" West along the East line of said Northeast quarter of Section 20, a distance of 1479.34 feet to the Northeast corner of said South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20; THENCE North 88°24153" West along the North line of said South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20, a distance of 169.96 feet to the Westerly right-of-way line of Primary State Highway No. I (US 99) and the true point of beginning; THENCE continue along said North line North 88°45'53" West, a distance of 1143.58 feet to the Northwest corner of said South half of the North half of the North half of the Southeast quarter of the Northeast quarter of Section 20; THENCE South 01°14'32" West along the West line of said Southeast quarter of the Northeast quarter of Section 20, a distance of 328.83 feet to the Southwest corner of said North half of the South half of the North half of the Southeast quarter of the Northeast quarter of Section 20; THENCE South 88a46'07" East along the South line of said North half of the South half -of the North half of the Southeast quarter of the Northeast quarter of Section 20, a distance of 1034.43 feet to said Westerly right-of-way line of Primary State Highway No. 1 (US 99); THENCE North 22049'31" East along said Westerly right-of-way line, a distance of 115.81 feet to the beginning of a curve to the left; THENCE along said curve to the left having a radius of 2815.00 feet through a central angle of 04°21'52" an arc distance of 214.43 feet; THENCE North 71°32'21" West, a distance of 10.00 feet to the beginning of a curve to the left; THENCE along said curve to the left having a radius of 2805.00 feet through a central angle of 0°20'24" an arc distance of 16.65 feet to the true point of beginning. Situate in the County of King, State of Washington. Fidelity National Title Company of Washington ALTA Commitment, Page 3 Order No. 0170646 SCHEDULE A (continued): LEGAL DESCRIPTION (continued): NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Ptn SE NE S20-T21N-R4E Fidelity National Title Company of Washington ALTA Commitment, Page,4 Order No. 0170646 SCHEDULE B I. The following are the requirements to be complied with: A. Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly filed for record. B. Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. II. Schedule B of the Policy or Policies to be issued (as set forth in Schedule A) will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. A. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. GENERAL EXCEPTIONS 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public record. Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession thereof. 3. Easements, liens or encumbrances, or claims thereof, which are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments or any other facts which a correct survey would disclose, and which are not shown by the public records. 5. (a) linpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims mshor title by t o public whether or not the matters excepted under (a), (b) ( ) are records. en, for services, labor or materials theretofore or 6. Any lien, or right to a li law and not shown by the public records. hereafter furnished, imposed by 7. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. S "Reservations or exceptions in Patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitude." C Fidelity National Title Company of Washington ALTA Commitment, Page,;5 Order No. 0170646 SPECIAL EXCEPTIONS 1. Lien of any real estate excise sales tax upon any sale of said property if unpaid. The subject property is located in the City of Federal Way. The excise tax rate is 1.78% as of January 16, 1991. 2. GENERAL TAXES PAY�B��N�FHARFFTAXESRARESDUE PRIORFIRST NOUEMBERTAXES IST;ARE DUE PRIOR TO MAY IST; THE Year: 1999 Amount Billed: $10,659.72 Amount Paid: $ 5,329.86 Amount Due: $ 5,329.86 Tax Account No.: 202104-9051-06 The above amount DUE is a total of the following charges: General Taxes: $9,329.07 Noxious Weed: $ 0.79 Levy Code: 1205 Value of Land: $770,000.00 3. Facility charges, if any, including but not limited to hook-up, or connection charges and latecomer charges for water and/or sanitary sewer service facilities by Federal Way Water and Sewer, as disclosed by instrument(s) recorded under Recording No.: 8905120210 Said Notice supersedes previous notice under Recording No. 8106010916. 4. DEED OF TRUST AND ADDITIONAL ADVANCES, IF ANY, AND THE TERMS AND CONDITIONS THEREOF: Grantor: Arnold H. Tahja, as his separate estate California corporation Trustee: Safeco Title Insurance Company, a Beneficiary: Hood Canal State Bank Original Amount: $45,000.00, plus interest Dated: March 1, 1976 Recorded: March 8, 1976 Recording No.: 7603080171 Said Deed of Trust appears to be paid in full, however we find no evidence of a recorded Deed of Reconveyance. 5. ASSIGNMENT OF CONTRACT AND DEED IN THE NATURE OF A MORTGAGE AND THE TERMS AND CONDITIONS THEREOF: Grantor: Arnold Tahja, as his separate estate Grantee: Hood Canal State Bank Amount: $43,669.76 Dated: October 8, 1980 Recorded: October 17, 1980 Recording No.: 8010170245 Fidelity National Title Company of Washington ALTA Commitment, Page�6 Order No. 0170646 Said Mortgage appears to be paid in full, however we find no evidence of a recorded release by deed. 6. DEED OF TRUST AND ADDITIONAL ADVANCES, IF ANY, AND THE TERMS AND CONDITIONS THEREOF: Grantor: Robert Lloyd Wright Trustee: Commonwealth Title Insurance Company Beneficiary: Helen Marie Wright Original Amount: $250,000.00, plus interest Dated: December 23, 1983 Recorded: January 5, 1984 Recording No.: 8401050575 ,/ Affects: Said premises by reference in divorce property settlement agreement and includes other property as described therein T. TERMS AND CONDITIONS OF A DECREE OF DISSOLUTION: Entered: March 23, 1984 Superior Court Cause Number: 82-3-02972-5 Petitioner: Robert Lloyd Wright Respondent: Helen Marie Wright Which states in part as follows: Said premises have been awarded to -the Petitioner, Robert Lloyd and subject to a lien in favor of the Respondent, Helen Marie Wright and in the amount of $250,000.00 8. CLAIM OF LIEN BY THE STATE OF WASHINGTON, DEPARTMENT OF SOCIAL AND HEALTH SERVICES, OFFICE OF SUPPORT ENFORCEMENT (OSE): Against: Robert Wright aka Bob Amount: $2,534.80, plus interest and costs Dated: May 27, 1993 Recorded: June 1, 1993 Recording No.: 9306010350 ; NOTE: THE LIEN OF SAID MATTER(S) DEPENDS UPON THE IDENTITY OF THE DEBTOR/ TAXPAYER BEING IDENTICAL WITH ROBERT LLOYD WRIGHT, THE VESTEE HEREIN. TO AVOID ANY THIS ECORDING, THE DAYSEPRIORETOACLOSINGTTOHOULD BE HELP DETERMINETED THEAND IDENTITYNOTO IN F THIS SAID PARTY. 9. TRANSCRIPT OF JUDGMENT Against: In Favor Of: Entered: King County Judgment No.: Superior Court Cause No.: Attorney for Judgment Creditor: For: FROM NORTHEAST DISTRICT COURT: Robert Wright DBA Pet N Save Hills Pet Nutrition August 14, 1996 96-9-20206-7 96-2-21234-2 John P. Plovie $1,897.64, plus interest and costs Fidelity National Title Company of Washington ALTA Commitment, Page;7 Order No. 0170646 An Abstract Copy of said Judgment was recorded under Recording No. 9609050207.- NOTE: THE LIEN OF SAID MATTER(S) DEPENDS UPON THE IDENTITY OF THE DEBTOR/ TAXPAYER BEING IDENTICAL WITH ROBERT LLOYD WRIGHT, THE VESTEE HEREIN. TO AVOID ANY DELARECORDING, THE DAYSEPRIORETO CLOSINGTTOHOULD BE HELP DETERMINETED THEAND IDENTITRNOTO IN F SAID PARTY. ARCH 23, 984 DATE OF 10. ACEQUIRINGOCONTRACTLSTATUS OF INTEREST, TOOBERT AUGUSTLOYD 30, 1988HDATEOOFMI RECORDING FULFILLMENT DEED: If then unmarried, or married to the spouse joining in execution of the forthcoming instrument, recital therein will suffice; otherwise, the present ownership of the community interest of the spouse at the time, or times, in question must be determined. 11. Before issuing its Policy of Title Insurance this Company will require evidence, satisfactory to the Company, that Five Sac Self -Storage Corp, a Nevada corporation (a) is validly formed on the date when signed; and (b) is in good standing and authorized where the Corporation was formed. documents in this transaction are to be to do business in the State or Country 12. Evidence of the identity and authority of the officers of Five Sac Self -Storage Corp., a Nevada corporation, to execute the forthcoming instrument should be submitted. 13. Any rights of the parties in possession of said land based upon an unrecorded agreement, contract or lease, as disclosed by inspection and investigation. This Company will require that a full copy of any unrecorded agreement, contract or lease be submitted to us, together with all supplements, assignments and amendments, before issuing any Policy of Title Insurance. 14. In addition to the Special Exceptions shown above, the Owners Extended Policy applied for will contain (unless disposed of to the satisfaction of the Company) as exceptions in Schedule B thereof, General Exceptions 2, 3, 4 and 6. These General Exceptions will be considered when our Inspection and a Survey are completed. A Supplemental Report will follow. 15. Underground easements, servitudes or installations of which no notice is of record. 16. Matters relating to questions of survey, rights of parties in possession, and unrecorded liens for labor or material. An ALTA "as -built" survey must be furnished to this Company which shows the location of all improvements and reveals all encroachments, driveways and easements which encumber the property. We will review the survey and make an inspection of the premises, and will report the results of both the review and the inspection by supplemental report. Fidelity National Title Company of Washington ALTA Commitment, Page- 8 Order No. 0170646 17. EASEMENT AND CONDITIONS CONTAINED THEREIN, AS CONDEMNED BY FINAL DECREE: Entered: In King County Superior Court Cause No.: SC823293 In Favor Of: Lake Washington Sewer District Purpose: Sewer mains Affects: The South 5 feet of the East 283.5 feet of the West 526 feet and the East 10 feet of the West 526 feet of the above described parcel of land 18. RIGHT OF ENTRY FOR SURVEYING, AND THE TERMS AND CONDITIONS THEREOF: Recorded: June 3, 1987 Recording No.: 8706030551J 19-, RIGHT OF ENTRY FOR TEST BORING, AND THE TERMS AND CONDITIONS THEREOF: Recorded: March 2, 1989 Recording No.: 8903020104 J 20. AGREEMENT FOR PERPETUAL EASEMENT, AND THE TERMS AND CONDITIONS THEREOF: Recorded: September 11, 1995 Recording No.: 9509110607-/` 21. EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED BY INSTRUMENT: Recorded: September 11., 1995 Recording No.: 9509110608 In Favor Of: City of Federal Way Purpose: Drainage facilities for 336th corner project Affects: Portion of said premises END OF SPECIAL EXCEPTIONS NOTE 1: Examination of the records discloses no judgments or other matters pending against the name(s) of Five Sac Self -Storage Corporation, a Nevada corporation, the proposed insured. NOTE 2: Prior to closing, we will require the completion of the attached Declaration by the parties named below to enable us to amend or eliminate questions of parties in possession, lien rights and/or other certain unrecorded matters. Parties: Robert Lloyd Wright END OF NOTES Fidelity National Title Company of Washington ALTA Commitment, Page-9 Order No. 0170646 In the event this transaction fails to close and this Commitment is cancelled, a fee will be charged to comply with the State Insurance Code and the filed Schedule of this Company. 9-27-99 AK/mb THANK YOU FOR YOUR ORDER IF WE MAY BE OF FURTHER ASSISTANCE, PLEASE GIVE US A CALL Fidelity National Title Company of Washington DECLARATION TITLE ORDER NUMBER 170646 Declarant has requested Fidelity National Title Company of Washington, to issue its Policy of Title Insurance, Guarantees or Endorsements insuring an interest in, or title to, real property described in the above referenced Title Order Number (hereinafter referred to as "said property") without exception to, or providing certain affirmative insurance against, certain unrecorded matters. 1. Declarant knows of no defects, liens, encumbrances, adverse claims or other matters affecting said property other than as shown on the Preliminary Commitment bearing the above referenced Title Order Number prepared by Fidelity National Title Company of Washington EXCEPT: (insert "NONE" or use reverse) 2. -Declarant hereby affirms that there are no leases or no one in possession, or entitled to possession, of said property other than the vestee shown in said Preliminary Commitment EXCEPT: _ (insert "NONE'' or use reverse) 3. Declarant hereby affirms that there are no liens or rights to liens upon said property for labor, services, materials, appliances, equipment or power furnished or to be furnished to the work of improvement which are imposed by law and not shown by the public records, whether done by an owner, lessee, sublessee or tenant, and which has not been completed within the last 90 days or which is now in progress, EXCEPT: (insert "NONE" or, if work has commenced within the last 90 days, use reverse) 4. Declarant hereby affirms that: A. There -are no charges for assessments levied by a Local Improvement District that are not of record, EXCEPT: — (insert "NONE" or use reverse B. that all sewer, water, gas, electricity, garbage charges and any charges for installation, connection, maintenance or construction for the same have been paid in full, EXCEPT: (insert "NONE" or use reverse This Declaration is made to induce Fidelity National Title Company of Washington, to issue its Policy of Title Insurance with respect to the above referenced Title Order Number. Executed under penalty of perjury on this Declarant AHress A ress day of Feel avant Address Ad ress 19 Fidelity National T e Company of Washington Title Order Number _ 646 Declaration - Page 2 of 2 Pages 1. Defects, liens, encumbrances, adverse claims or other matters known to the Declarant which are not shown in the Preliminary Commitment: 2. Names of Leases, either recorded or unrecorded, or copy of Rent Roll as follows, or hereto attached: 3. List of contractor, subcontractors and suppliers of labor and materials to the subject property within the last 90 days from the date of this Declaration: 4A. Any charges for unrecorded Local Improvement assessments: B. Any charges for installation, connection, maintenance or construction or any bills for sewer, water gas and garbage. Fidelity National Title Company -of Washington ORDER NUMBER I ` (o 6 SECTION 'Z�" TOWNSHIP -j- (RANGE 0 z V A 5B Tarh& ,1%066 A:. GS Bo = o � 4 7V N NFr&MY \ ,`rK11NQFC a µSfl¢iVT 8 L73,�A° \m ( srM.a�vrES"1T SIq Aedu`le-6�[dL��F 610 1N.21 173.G/3o) mlm ry,.rar .r .emu �s•z �� 4 0 .�.,. I I � 0 3h9t� i; �i�2�1�" p� �• for 2Nn z ti• } y' . aM13O r • I S/ \ti 1 p IS Ir v d17,lbf S66-d5 -49G Gr/. 97 �I� 1� �. yQ h��,oT dM1Fpsgn i' q� n ` �fdE �sM'r AU''. t�ihRE+K7' n '^ °' .' ■` 3 'tea v Cr A i� Y �� • p- 7EM�R+.4Y CJCEn15E N..,_sr_er,. r>•r. rr :l oorl° spb� !1 r y poi r¢r d �.7a� gl Y - o ZZS � r•l7Y Np 3�-4L-°GE G/3. 5G �- � f � IJ_I rh Zee .ver.re� w r. v r.. - a z �. ro O `r >° c• r,5d W 81i Q n k KCSP 7770571 AF TBI2110853 4 1 rat. / rre. z �yy PrL-J rre- 4 �� _ L �• y 9 kF ■I ' �i" SSp� y4 0acl�I v �' '! U F- -�� ` 0 3'f''a ir. • ♦ . N'dyri�J�d}•-vt r 6i 8 � 31. 0 Pia` o `I �w'83 }c Q J h• - U) t0 Y� I"�•� KCSP777058 AF7812110074 v y t+4+. `',`' - }Si`' a e'f^` , y5• e eo t rr�.az I War•iz.eew egr.��ieuq.l I '' � i-sre -� PIY 5b1 t,&A 4 '• kj �c' ■� st D �`&y90 4 0 D -I: a �� o ..�• x a s: tea•-ar s 77a a- z sa�� „wrs�k �titiryY 3f' 4.)S fz 9 - 1 38 'A.'flw371 S' 76•U oR0 J•d 2' 1314.00 S. 344 la• sss-s - This sketch is provided as a courtesy only by Fidelity National Title Company of Washington, without charge, for your information. It is not intended to be a Plat of Survey to show all matters relating to the property (including, but not limited to, area, dimensions, easements, encroachments or location of boundaries). It is not a part of, nor does it modify, the Title Commitment or Policy to which it is attached. The Company assumes NO LIABlLrI-Y for the currectrtess of any matter related to this sketch. ReFerence should be made to an nccurate sur.'ey for further information. VESTING DEED I i I , 1 1 �paWT1 w COMPANY , of ViashbISDZ1'� f ►1►,�0 t+M M,,,W AT P*"-T M Kira coub+n MO EXCISE TAX JUL 31 MS 835605 John T. Petrie w ............................ . .r..._,.......... E 400 g�qe Duildin4 _.. �................ ti I b 42 a-�,o: ;1 Sesttl., ............ CM. 9-A .............. ........ Qult Claim Deed THE BRAN OR HELLa MRIE WRIGHT li..hington N of taettlement of dis,olution in Pierce County. toe �d is mrri,lnstkx+ Causa No. a2-3-IGFI-1 5 inct s and quh Claw" to ROBER'T 11,0* D WF? 9tAte of w� 00—o rt,ad Ral aataH, aitwtad Sn s}+. C�*+nty d )Ling r togthe. tollowint �Tl ulnd title of t},a rrantar tw with all char 6se Exhibit 'A' attached hereto. 1 Imo„ MATE pr WASH cvklm or /t►L« nn ou. Awl Belen Maria Wright Hr own Mh..r,ri,rre' er rrlw e..i rvsa+ .a y,rd v,a ewe: •.r �� ►1e� uta r `y M • ?;o a r• � Fe t o - _• _ ..bt o, p o Itr ,v<rN•n, � . .......... rww� M 'qw, - ,r is • �; e�-.r a I� rl:a-7 �I 850731IG42 ' " ,• � � • • . '� • . •ram .�t ►• p-trtioa of rho 1*hio aMall of aka atertk Aco hall ■[ the Borth Cr..c Waif at cad South Cast Ca■ �uarrtr of toe Sart1 East Ow Qrarur le a f Srctlom 20 swot that rartia2 of the sorLb 004 Ma:[ of tse South ilea ntlY.oftile iM Ri�arc �,MVuhl. cca.if or cts S�la ves[h rAst t[1 alQuarter ar die cs K trek Cast Oar quarter rf 51"LOa 20, Tovnshlp 2I ls+rti. !<aaxe t East. g 's 7 !a't% Hlglwa7 14. 1 (t.'s ") sad tars sartic.tlariy 4{scrtb4d as follows: OZ1rtC101C at the %orthaaat coiner of sold ]actin" 10. said cornar bring a brass ts7 ronuee1 1' eg gr!d caordlcacrs X I,6)said K V 11),2t).44 et tLe Worth Zone of � tashlssta■ $:a[a esordinate 5791ro; thence 5au[] olal2 (14 west slung tie INN of said or of oat �. Oaa Q..areer at Seett+e :0 a dtstaa►ra r[ fourcrrrae+rntr�[a+ and thlrr+-four ode-h,�Iredths (lit► X fget to cha v3rcoreo center of - aaid -%"CA 0-)r Mali of the North One Salf at tko "rci Coe Mali of ck: 5.wtha.ss1 One tlwarter of the Xorthease Oc* tk►ar[rr of S■rtlaa 24; [ho-Ice x.ro 1074'13' :■se a:ra% t%e %arch li+* of sa.2 Seuch One Mr.;f a[ t!so Port-1 Coe 4 a I ( of the Xerch D.e Ks-'f a{ the Sw[ktat Doe quarter of ebr ttarthe u t Oar om-arcar of iretiea 20 a tcrtaace of oat-;.v erad-slety-alae and slaecl-v!F o-e-hWndreaths (169•96) feet to [94 reaesr:r Right -*I -Val ]:aa of State 1ll;s"'ax; Ss- l (VS 99) and t:.r True roles of trttaninl. salt ►o[at ►e!rg sa iron pin eacr••�+ent with is 1e11+K0, plastic rap aarkad with a swan Aive[istai. ise., Ta.- Ira. 5103; chance coat-*" slant ss:d -a-Et :!sa sort][ 33*45'53' Vent a dtotaots of eloe.a-[wrty-three am fifty-elgkt e+e-h++slredths (1.1:J.5g) fact go the Xart`vwcs[ come- of +aid South Cre Mail of eh* Xarth , Ora ida:f of eke MrrtSt OmMalf of c5.o iewrhdaa[ Dar C+aria[ of the M7rtlreast on Narter of Scctics 2S. sold r:1ot yeic% am its% 71.2 saa+�eot wii11 ace South Olali'JI" Brat oiaaj Me Vest lien ■r auid irnib a 7e11av pj" tls cal cork*/ rick a Jwes .tsa+ctstss. lac., T■g No. 3102; ttie- eaat Dan Cvartcr of tie :a:thosst Can Qusrtrr a[ Sact..ma 20 a /ist:nce of tbrss-tven[7-ciNc se/ ai=atr-[Ar►r aaa it+lredW (129.23).feat 1. eta [ha Serttsweat Cersar a[ sal! Xottlb Dad halt of Of Uvtk Oar H;lf it the l;orc>+ :a Calf of Me 7ou[hseac Cats (aartisr or the larceaat s +Lana Qwrtrr ■f Sectics V: said Iatst t,oing as ifaw pxa Z*ftW-net vitl a 7ai1ov ea► urkrd With a Janes Assocta[as. rac.. Tag ie. Slot; e)aac■ Sevth 6i"ivar issc aioas tan 7outh it" of said Xerch One Ealf of the Soucit One Half of the Xortk One !Ulf a! the Seadtcasc One tartar of t:e %*rt_hr:at Cea Qvsrcar of Sdcti*4 19 a distaste of tgn-tkirr7-.ro:.r w fwrty-Orce o--Ia-h"tedtta 00]5-sl) [sat CAP aatd vestefl7 ltLht-;[-mar 'line of rrl.sary Stata kl4.+a7 Sz. 1 N1 99) adld taint +tat :a iron pis tw.r-":u ea[ vita a rellou'plastie s r-wk.ad , with a :woes Aise.ciares. Isc.. Tog ko. 5107; [hate zero[ z2 41111' Cast a_czl said vest■r1r of aearhuatrsd _ arS rtfcaln awd (115.8!) feet to the leLtn:ita% of a curve to the left said ?etn[ bring as I'va•gls nnrc eat with a yollcv ila3tte eat Carted Mitt a raw*c Aaa►iiscas. is;•. Tog '%o• =�Gi; th■r:cs sir.= anti curve far [h► iert kavin ■ ra4lua of ev■at7-a I. t ltiwdrYd (lit*** at1 wa rerhusdr■diks f:S1i.a0] fart tir■ttk ■ ca%trci art!* ■f C.a:1'S'- an art d:s[a-sce of rvp•-,atydred 4;L1 frrrua al faurt7-e3�re■ vwa-k•"dreL" (.14:J) fes[ to a Iro+ pia n.eua[.er,t with a yo:le: plastic car asrldd wILS,a Jose$ Ssso[tatra. Inc.. Ta= Mr.SiO3: tl►eacc ]tartJr it']2'1t' t;aat a discaaca ■[ tca sad w axa-hwdradthe (IO-CO) feet to [he %eginslas Of a curve u tea left. said )olst 46LA% on irsa 71a menus**% vtth a yellow plastic cap oarksd vith a Jones Afasctatrs, 1st.. Tag Ms. 5104; tbsacs also% said carvw C. tin left havlaa a rsllus al t++eat7-eItht-hrdrsd-and fife and a■ rse-"dredcns (:K05.00) feet [hrvr4k a central snzan ■ib+Ji 24' aA us_fistN[ts ■Sf rest■*" �+d sistr-[ire en+-ka►irrdrJts (16.65) fret to tha Lr►d rokat•ei s+glasiea. e •'�ta� ar s►*a of 16^,53] seusre fear, or 4.777 acres. Y 0 U VESTING DEED ... ................... . ................ , -..Tfaa56MOAC3FORPECORCERSU Y1C_ TWOIn.ur4nco Co�p%ny THIS SPICE PROVIDED ... SE: Transamenea Tille InsviAnce Services FILED FOR RECORD AT REQUEST OF jjta George 14. Hafffier -W p. o. Box 399 FallCitY, ;-)A 0,8024 any; S WHEN RECORDED RETURN TO RECD r-Oct -1 +_ _'. right ........... .. ...... ...... .............. ... ... r-PEMS-L 5' - 5 Lo .... .......... . . ......... .. ....... .. — ........ xI Fe. 99,002 tril Statutory WorrCInty Deed R E C EIVF-E) Gcoree ji, Haffner and JO= 0- ,iarrntr THE GAANTOTt MAY 0 5 1988 of Ten I)OIILLrs and orlicr valuable conc4.dcrationf, THE WRIGH7 COMPANY T, for and incomideratinn Robert L. WriellL and 11clen I"" ::right in hnild paid, m.,cys and wa"anti L Stale Of 1\'mIli.-.0on. the fojlo.vinr dcacfihcd real cstnte' aituntal in the County Of King Attached u-, Schedule A 1W Depuly the 11.10":1 hitclo. (101M Decanter IL5, 1977 or 'N't "'tnin MD1 mt,jr- rurdroc, r &-scritird I in"I letly- and the cwVj'n4fit-% Of "Onty sivcn i n fUj fk I I wre nt I I hr M kdV Ij " neb",er in X-1jd C., t_t, nnrl • and Cqjgli LZPn0J fnr I lw MlveyOk nCC a [ky. 11trou;h or Undt!'r the title,to anY he•nin con nr inure: I 0 t .ACOMI, Wnca or ft"I nf'fly iqitlr hemming due llut�lolu"A% ln"'e date oil PaIti ro"Iracl Inincd shall nhalk to any larea.aycxamrnh or nlhet not id .'n on 16, 1977 0147145 p,.l E-L- .IFOcLc)bcr 26 .19 Dotal STATE OF %VAS1l1',4GTON_ COUNT yOlr_ Xi.n,gL ----- - - 0n this day rclnomaljy or.f.coted relate Me Georl . ;c ti. IE3jrrner & jonn D. varrpqr .. .... . . .. ....... . So rnr known to be the iA ,,Ut,d the -ilthin und fal Vgd, F, I_ t man c ftl. W�W t le !ha &,6me and .tIlclr free and valo-LorY act and dc"11. f., the 0X3 End Py'P°`t'a therein mentioned. GIVEN my hand and cffili-I STATE OF NVASHING'rO"' J "* COUNTY OF . ..... . .... -------------- ---- ---- - 19. Or, this day of. Notary and for the E.,� .1 We,, n,:. the O-dr"JZLcd' 2 ,,�ajly DPPCUrEd-..- - instua. July eomrnis3ionrd and aw.rn. PC _ _, "... _.- .... ... ... . ...... .............. .... . .. * ..... ...... ........... ........ .. ..... .... . p",","'-,* .... ------ - ScCletary' ieca, and..-......... . ..... to me known to be the . ... ..... - - - - - -------------- ,,,p,ctjvcjy.j,r.. th.� cxm.�Igi the 1he Lh C I ree D nd v 01 W112 rY0C% h nd `f:� "f � id eer Pth k "j,",mentioned. ,d an Wth stated ,I,, I in, ... llod�'e the tbervin ai(n, for the -� 11.1 "" Instrument omj that t4c Seal ouihori,rd in exvcutc the 12"-d corpoealr ,.I of Said —paratice- Wit,cm my Mad and 156al scot 1.0'e, ff.,cd the day end year fimt nl>ove %yrittrm 0, the Sje of \Va3hinjL-,n. Notary Pub1ic_i,nnn1i .................. . roldi.g -t- 6 y,:y ST!}'�a .. rr:: u• .,-r, .I r8jtj•p''s>•:•'r, ..f?�4 ''�'�7f1 3 fir i tV.' r:aA• .r• �•'�,.. ,, r. • a _ t�tnh 'I •L .>rrf..7+oi:. Y �Li �Yt f} -a r- ~ ,. i ,_I • r .... ... Ji '•.• ��-•I••.1. • •rrf)L I.Z� '. ,�ar�.aLL., hK•,;.t 7•x I,_ crl-C.LrG�PT/QW .••or+r ors- -��_ . C\j T1iac parch: of [h• Sou to Ilal( Lhe ':arts One alf of the r:c rth c r Half rf 5tuti; •'f n 11 he C.-e i'a]cof L1r Ca][ Om 1art.r 1AO ch r(oo CO a_id aSac po: t(- of the Har[h Onr H.a:f of the \nut, on. ?a1( of Ihr ';-IN Cui tc �• QI(] Rh Cne Half n; suuch Case I l�+]r[er One Owrt•r of 5re[ton 10, Teansh:p :I :;or L1. Band L C,u[, Y.,y., la G(n9 H: •� (.,lle C+. n-n, Irlr.1 vraterly n( PTr y,va� Ya, I (L'S 79) u2 aan oar[tcu lt: lY dncrl D•9 ar folly; rrl / 1 -- +YCfSC a[ [he :ferthaasL eo[ntrSrsi lrn 77, aa!1 co r, er belr.8 t :Tv] •-•• ;lp _ '•--:PS T It], 161. 16 of a Nert`, Lcne of the :a\F,(o5tvr, S:ate Cv:rdln3t• 5v,-c- ;1.6]J''S6,8: — One Cuarttr r( Scrr lee. 20 • dla can ce r! f:urt ren-<ewn[v -n lnt •• [hence;:" ., t , -� t..e evl:U, cf r td ::orr�eaa; i` aad :`Irc:•fvur ],•, r-:t:,c:ed:! • flC:), •..I f:..- t: Csv, \:: [�<an[ caner of u1J Sou Li Car !:a1: r! the !:ortl. One lid:! of [hr :;ort1 OLe II];! c! the Sat:he_oT net •• t trt :! t.r v't c;yt.^ t �, Oua r[rr of Ste[!to 30; t!:C"7 N°:Lh 8812:'57" ;e,r :_•:� Ch' '•a: L1 " of ]ald 5cuth Q1e Hn.:( of the Now, :tin•:la;! el ruar[c: of t!•e :lart!.tuc to Q,ar[er Cr.,:o I`_+ v:r[n 1•nr 'in!! of G1t Sou [AtAt Oat avc[!a. 2O a U,;ance 1� � +•�.J o! cu•��.drrd•t Lt[v-c:v acd nl-.r:••-.: .•a (16r;961 feet [a •tx!•r:y RJ L1[-a f_'.'ay I:nr al Pr:=a:y Sca:r II::'".a- :: o. 1 f['S S?) .,,: Ire 7:-:- 7: :..: a' .1 .1 a 1rl1 l pl."le cap r-"� :tP•:nr -r< u:L•J vlch • :_iry : fuc!a[ee, 11r., T7T'"a. 511'l; [.`.r-c• c ul a a Jla [ancr 'rc.,ov t•n VV •.0 •�•L:• 1l ^T. •+:d of •Icr+r.-[ov: :v•:hrcr .aJ fll tv-el�ht one -Auld rrdth{'; .ear -a:r sc .t: i --u ,'r::.: 13 .S'JJ •al: ' e: tne'::orsnu :.,<aor fhr Cua c[er a .I._J'!'; r rr: w: ,: ea-r• or• :;a S:ur C:.r Aalr of tSe horiti a ycl lov pl.::;(r cal �raed vltn ,! S,!: [::, i ''I -•e..e ch51 Jc1r],'T•l7 •, a •l'ea:'•r Jc,C (aa: r (.a:[:[ `; - `•Ir OI°,: •' "'• :I lrtn'.a e- 1 l �l )-• -.. ahr c••aa ' o' Id Snutnnr eI I1e ::3: [.`ualf C:.^ •; •:, rt:: a r _�!J e: S.l :r t-r r-: v. r•r a. :1•-.f Ai •1 I'o :a [-: )w a ,, taocac c a -a <r .( •a td : oral Dn; -_:f �oR`V .-; 11• :! a( ,:u;:: Ci Lleef 7`7.67, feet o,• .quarter f ct!rn ']Ir A! [-.r =- .-i raid 7a!1[ :e la�aaa Ire1 ,.ar. Cr, 1; _.1rt:• ,! [n. ' [ Ih.rlcr iru[n id'•�: ;_ - —e-•: vl to • Ye l:e: ;,+:a r•,: :::h n. a. :acia:.s, Ie: ,. Tax No. t51nl:i: a, . t;,< 5o: to : of ;ald T•ercn en. Y.a:1 �Q u! the Yr_;, ier h•lf rf•:nr�\ar[h nnr v [•ua=taf o eh• YvZI -r me l'c< Lta r ter ,:( rr ct 1p1. 77 a d!::1.eJ A.• IIn-I irev-;0ar '" r! [.'•r ,CV:.s,ta!l Lt:t •rlv ' ry� 'eV I.: 1 _;1rr- ;`�,,t.,�f_'-'a)• •I-. Pr:�ary S: a:r Hl(.T: aY•r,,:'• :Zr•• ,d re t:, :1 :.: 11 fret la e.l'J . -f1 rlla a :nn • A�•det alc<, :e,.. Tab '�o. S:i 11 l-ra:. :::rr, 21 J: ')1" .• .� :n, pl- c••n::. .• - J • u p..vt is r:7 G:' , l:rt -. 1 1-.J .'1: [n,•• ya. n.: a1 ..,la's, ,:.r , \Ir-.: �.: .: i. :I,r ..,; 1,:r ]. v`r.•-ALC'rrd •' l:ht:-r1: on a-h .lJ rrdl.l] (!la. J:I fart [] [�, L'n6i ,1n 1!1i C(a r [, [ ,• :ell ,.l:l ,•,•1-t h: l'RIa. Ire. pin Y°t7enC Vlt`_ „ p:•11 :1 :•c]p ;]tft•d ,1e, Ua1r:•iai. I. e.. Ta{ :'r. S:C6; reelIJ, 1 rLf•:r :J :-r Itrl I, a'�,:,; a r]JL•.3 of ,,rant)-tth l,,-atl red (I f[••ea a.:J c: :r•:,lu.d r: d:::] (:5:!, �i) fret taral: h a c•1: rhc :11 n irc d:\I I:are C( Nn,�1;2JtrJ Ld (par(r<i mA Cne-h:rdr[d [;.] (J!a,!, 're: to m Ircn pl.-4 c ,=tnt Vl:y`a�e_IC, rl l,•. rlc}c.rJaeJ l:.cnCt Sor[h 71°77'2l° ? Ti ri Vn[ a d13t3]CC cf tw and no ore-huad--!the (IO.c,)) Ire[ to c•`•u llr Jn^.1.n �Ith Jcors s.v u;,.•, Inc., Tad NnSIJS: m Irn pin vrnueac ,rhunerr , LaL .I[h a ytllw pl.u;tc cap "'r-d vtt% a J: . latacla[re, I,,_ Tap 5oj hav!:i a[adthe • 2, S!Dat aalrn+ ."e curve Ct • caJlra q! r::_[v-<l{hc-AunJrt d-:ns' :ift a•IJ no cne-h•Indre_'ti7 (]SO5.CC) (e• - rr[ faarc en o.,J elsfy-;:ve cne-hcldredtha (16.63) sere t3 ch. -� [`,.n ulth a central -Air.! boJD'3. an •re dlt [au ee • Crvl Poll:, of r•{lnn:r.4. • + rfru Jr!nht� of J6a7.37I rtvre f.Ji. .•r B. t:r a rrr. _� ► 6z5o9 i z i �� - • 1 1 r .. r J �� i-1. •,+•, ,'- ..,.:y r; ' .fir• I r � •,'��`,• ,r� .. 'r •M�' ,. '• ' r'- s �.:"', •� Ala:.k .: •� 1 tiA l; I i -a• �. � . r• ••v T `I.a .if W.,. ;• r''Cµ 11�.. a .. •.N L.. ,;• •��:L t�• • �; 1 1 T. a.• ,,t..• i ft r•�t. .1' t I: �: .I �i1 ��'i1'ra•^•fry L. Schedule C Item # 3 FEDERAL WAY WATER AND SEWER LEGAL DESCRIPTION EXHIBIT 'A' All of sections 3, 4, 5, 7, 8, !, 10, 15, 16, 17, 11, 19, 20, 21, 22, 27, 28, 29, 32, 33, and 34, Township 21 Worth, Range 4 Last, M.K.1 TOGn'Ut t with all of Section 13, Township 21 North, Range 3 Last, W.M.r TOGETHER WIT14 portions of Sections 17, 20, 27, 28, 29, 32, 33, 14, and 35, Township 22 North, Range 4 Gst, K.M.1 TOGETHER KITH rtions of Sections 2, 6, 11, 14, 23, 26, 30, 31, and 35, Township 21 North, Range 4 Last, w.M.1 TOGETHER WITH portions of Sections 1 and 3, Township 20 North, Range 4 Last, w.M.1 TOGETHER WITH portions of Sections 1, 10, 11, 12, 14, 15, 23, 24, and 25, Township 21 Borth, Range 3 Last, W.M.1 More particularly described as followst Beginning at the intersection of the north line of Section 23, Township 21 North, Range 4 Last, w.M., and the centerline of Grand view Boulevard, also known as 56th Avenue South; Thence southerly along the centerline of Grand Vier Dvulevard to its intersection with Pennsylvania Avenue, also. known as South 348th Placer Thence southerly along the centerline of Pennsylvania Avenue, also known as South 348th Place, 57th Avenue South and 56th Place South, to its intersection with Grand View Boulevard4 Thence southerly along the centerline of Grand View Boulevard, also -known as 56th Avenue South and 57th Avenue South, to its intersection with the westerly extension of the north line of Lot 24, Block 83, of Jovita Heights, as recorded in Volume 20 of Plats, pages 12a through 12C, inclusive, records of Ring County, Washington) Thence easterly along said westerly extension and th■ n-)rth line of said Lot 24 to the northeast corner of said Lot 24; Thence southerly along the easterly lines of inclusive, of said Block 83, to the south 11 83, of Jovita Heights; i FEDERAL WAY I WATER &SEWER DISTRICT ■ 1 ; Bolin ii`em !►� . �ir� � r � M �I rrrry i wrap AF s a .-az fA I,qZo Schedule C Item #L_ I c_,AFEGo717L� INSUFIArl CO W arrkt w+v:.res[ri qy,-' nnas+u .� „oo SkC�..6 ate! L2.0O F,kd for k.card et kky�+ �` MORTGAGE & FSCRO t 5-5873i s �jQD CANAL STATZ ftn P. 0. Box 38 Hvodeport. Ya.ahin8ton c-rry ed Sus. Dad of Tnot I1 6. r■s.■•e UST. ■.sd■ tfis � a d■7 0l � — THIS DEED OF 1m AIR_aatata --- .Iw...as..+ Y �gx 1- a�,r,,.,b.t r 1100 S■o oa A...... l..rT1■. r� >K 101, Hord s ■ le,.11c;.n. Statetate Bank .fc,.�.+T�l riw E sr3GT71 • H4oC HeW we.+T r. r.a+n azh Tr■■t .tai 1� M .■. rod Ill" a Ell 0. T Ce+mw. wm*bowl rWild n At n)(1 Tahja ae ecorde °� estate crmtraet batty+ i974 and retarded „order Solierder a saw Purshaaol dated Decaabar l6t rt7 in !Gina Goorgo'e internet a rife, the follori_g daecribod prI Auditor., 3I. Tile !o and 5 snd co"riAg Avditor'a Tile No. 7412� Caunty, Vaahin8t°nt half of the eauthllol of the north halt of the nor#h, * Y of the south half That portion ❑f the awth �[er and UAt port', of "=a � e of cKtioln 20, ,Trtar of Libe northist R1z*•r reamer of the *02" Vol oa Ijimg Vast of state 4 f ❑f the eonthearst q Crnmt1, of then Korth, RanS* 4 asat, Y. 14., in ang Toxnn p Hiew*7- rcal 2 Twrnahip 23 North. Rw% * ps $actioc 31, at * ppixlt 990•30 fa*t N%. rt.h All tbnt portion of CO" own d*sc:it6+d es folio l Be�nS To�raahfp Z3 florth, in Mel cvmt7+ 1d&sb1r,9t jj Bald B#ctioa 31 and 8action '�. in R liorth- r•ter section corner bet+*e 41 D"t 5� then�c* , 150 fol thence of ttka 4 , S.Df+ feet: Hwrb* 4 YQst, Y. ?[.; thence al 1N `o the p;=riarrskr dLot 21ad limenCe, out direction, at rlghd ��rt�alat Lot Zt thaata South sic =zid •astor62 41, Vogt to the Vest Tina of sai ,forth int of begjmnina. Ye s t l irks to the F'o a er rr. mw-tL- x,.raw.�.� ..a .at r°` ,m-l�F Or wrs. � poyRodswr .t �. of , i ,OW.00 - arJrr. rr% waM Af C� JC3M-FEE TFIDWA A iid�1 b r,.-rn-07 Mh dr. wvr Oi a pr-m-' ''� raM d rrt� dru Fes++�- ��b y,r1:y,1wr b r�lM wtir+n�. r+ e�►rw r rf pa. ray! rbn a..x hre7w ++�+ �+ *+1' i-r rharicsd a k,�rl h Grr.r►rx, a.d d! rr. vka r�o�rr►c+r='"a .rrdr f+k� ' N �x rrrr as be W"d "pet �,rra►or. a an of art or— Tn proMry dr rcrr+rY d mo D.W d 7rn G-Mow c�r""rs to arO w ■"r 1 lik"� Ri.c9rr+.r Imo'! !. 7e ktrr do tre}wm Iw �°0i tablio" rd r. : �' }.ryi! ""` err w+a1:Of WWr''W"'"r"4 dr►ra+ .f..s rerl Y.r A""'"t+'i w tt,, _b M Lie &A"ti . to re-*" T^"-�I� M � ti-yp- sari er,-mq � F�O�ry- ' dtsd'oTd; aM.! lb C�••1" f7 -t* a — -*,- cs� mr'6 h• CO-.••�•ft- br .� .dr. dWF - U m a To w � d d6 DOW si l ro-L *v++� tfs }^ r'rrh ~ vMr*r b+ x7 NT x .der yt.w*� �r w r+ keamrfbt ,,Wr w frr V..}w" to YrM W drr yrwrflr6w7. rt e. w ,«■ 1. Te x-•1 d b-" _ dw tcpl M+ rc kf dm D. d Tr+K M !fib W y.M b Vr%rr*0 Tyr 1 } iF 1/ rrya.l ••r -.r �'/w4p v rr1 kw !us �rT.+�+ llnl a. w ��af�d tll000dor m /M ir'wy'lScwi �d ap"s r 64 owwr cts7 �7 be movy.d .r+A r+J b r..r.r% . M. r7wJ .J Tr f61A }A cow" ni.. yrr ,i ds ••snc S+th MpW-000 kf lw�►bd rr 1►�* w 7rraw. rrd k d fa.tl.+r+•r. so r+�n d dr. C,r.w►•+ . ,,•••Yc* rvltin .+� Is 3 _=7 awi rx Fr'r"'-'.c wiu� r".x'rrf, bbr'.1 a r.m.+dW in OPT i rr '! bf%`r°r °r ,..r beu+.�r h -'r M1c »e7 fo fvr+rFc+r rxw L7.r4 d 7 M Ow{ nr 7 r..L Yrrch*K tlr nF f d t!r 7rrarr M�rw"d a' r•iwN+K 7. 7■ }a7 a• c+.b t.w WW ea/r..w r rvrwactrn+ ar+wlr r.C.,'J. r r*�-"" rti .r.r.r. ,.c++.i w►*.r'7 +,W 7 r«r.r 1 NOW $I ww rr • - ■r++rawcr ►�*"'"""- L"`- may'` K o ., `1 ww" W- -"r M" rn p" ub" /w tn1 r'�.y �T-"& *"% be+++-� M tir "INun rtWT% M N.r W ►r —04 irtS br a#de� w +ad i+cvu+ p- of- rcrrHw�� ar f++�+• i#1 . ... ��. 14] 11/73 - v HP, MUFVALLY AG, REED _..AT: of the --a"i w 1 Y takap w da...� M1 arl arnlr,.nt d bi. {Ko°.ed tnefk t+r7 t0 br ■PH'd to "W 1. in th.. e+rnt M' P°� 'M Dr�R f wch polllon thar+af ■+ "my ta■f7 to � "d'fr th, oW aptlos ,.C+r r+d hrs*b7• al+alt f obl.pltan t.r do" not w■" 1rs tot 10 r.qw" pro -pi peg.nrnl _. I, acc, pi" Pay �■t of wt7 t.ua .rssrrd laattb7 aftrt H. irte dab. Mne11c 7 . hs•n dw of NU at}.rt .per .o .ra rt.d a to dactafa dsfwlt fa fakart o-" ao pay, o..+-rixw 3- T1,a 7n.tr talk r«a.-n .n o• r'r f�■;l of L%c Prure ' 0,,,W by �' � ct Trrsi m w r•r*•rw a rKOW t.wmi■rde by tn• t,rw i of 11.f Grmlw and rM lanerrirtT. OF •7 "w aay.[acsiow of Owrdyllptiew �� papa ," are r q•rat fw +ca•ra7 prrF. fk-i■f7 or the perwe "p drd lhrtrto. sac'.rd Nrmr%J ss I. gM Wpr�� d ■wT ■V'w'�w _ 1, Epos d.fw:t *7 Gt•+aroa ba dae parwo*% ni aa7 Wa -•—a at sirs 0paw• of p.e �� I� +C* e+rrrt ate` aaaelrfrdl. lrntin. ati rra. acted webs hat aON trarl]' PUT"". is ritb dw Dwd of Tr-i Act oL qn SpHe d w'�■k■i�'°�wak riq ua*t of Bvm kxry. Trn ens = � s Truce mr Wd M Tn.ter't rM. 7rw+rt th.d 7 d''■ �°`rt�cmt d at psi .actl0. to sir . �C- �i ■ � 7�'�' rN am anctlri', fM: IIi ro r�■ �■[1 iK1Md ti+ d.T% at folSowt i 11 to thr ■xprwae w r■.r ro �� I*" �rk't fYi^+y Ttrot; t]1 ttr wrptwa si a•l. ,I„i is diattk ml to ■ ""` "tl � ..Mcti tail ccw•rl 1. par yrrri�t+r lira *a re.t I. sir �' tlar +•!r'rk'r favt of sir ru.wtl is a!d .11r ui:rt pt"w• ■ }� aI Ow ri. In dapl, witAOvt rrt�•t. _ 5. Tnew 1i •l ro sir. psrirrar at t!f ti.r d bm a..C.tics of eltia D.ed .did am the n v rwuws d Irr a.d d tkti .ttkh Grawtoc kad cc !wf dar PO to co ng L F . Tr.ra.c a bad lid ra+i+. tix fay ►1ow+*i rh►t ttsf wle r++ iie�� x 1%rwof !n ta+w o[ 6awa rs3r f'•rch■+'rn ` Da►d of Tr.+t, rhkA rrctd airs M t'rtw"■ facir of tsrk awl ' rrlw. . pol .w fa e><rM,ti•+ r•wa■dy: j c Thr Po n of .alp "oar-M& 17 0" Drrd of Troll old b7 d.r Derd of Trsa Act d die Star d�a�a■ D"Whcyary .ay capaw *ia D.d 0f Trace io bt fwvdo• in a owrtpo. la +atidew a rrcan"* bl"We. WA d Trwwe. lwrr rw" rf al rc4p t dw wcc**we meta• 7. la ds W st of tias i.ab. I■Ggr■'cit7 • 7 Of R r er .%b,% d k Dwd of TrwO M tecoriwl. icy dr tack llnl of arch ar},.1rtt a M w are 't artir7r wcord+ of 11er mawty Yewras d ►++■fI■ �'■I■ ""far a/y aYt� s r( pr orw+rl tr.sa"a. DO tsw'"t Y rral a►mil a° "'dr �! /■�rt1' b shalt be ...•■■d +n t1 d roars, a1 .r%.C% C'No w. Trwo" or le.rfl�7 �'■� La ■ ls�i t■■�a ewr3 aroaa w penceedMt . D.a d Trrwt or of asr polo• or r— A"f bror t h On Irmo •- a., par y.rti[1 Mnto, b.l oa dart ►ram+. de.i+a+>. .l a- Th% Decd of TrwrrPb x 10. Omm to t!r ber .4. mad is bodiNg pal odi ale Fcid++ and vws.st of the pose wc-- besebf• yeptwta. id<n %trat9f}. CR[T.1[rL wbvcs n a" ■mTx w hwfk'07 10-* mw*n wi,�tlxt w n0I Karma as perwnc+■[7 t D STATE OF RASHPOGTO" I" STATE OF f x� n - M.KTY Ofl11 C04'TTT1f OF cr O. tlra O. 6. "T prr_+csdT apw.d Gafor. r _ 1f�. befnee W.tsar a+aderaQ■d- • Arnold H. T& a — ■" "",a. r pas karr.p a M dr l.11•idr■1 d.+rtlt.d la a..d Tsotary pow la ral far 0, soft *sJlae+0.� d"If COS"' — .160 rarc..ad the .row — k+■s�+/ prrr'.afel ad + ..tlr--war we bLi s ilttsr ood .d..+ar7 ■r$ WA ,d Srcxtae7. ,wear Pa 10 no It1 w so bf T'10' aa ad "ad, for tiv -are, ad p.f}o'+s tlrraw amp•• ��' d — — — — .. —. *Dead-br paps r.wcprd tM f� ir+tr'■'rw4 ad scl.vw►ad'tl pat di w■e••••t � k t!e f.rr ar.1 .ad...tafT art ad d■d d red cvrlt0ratawra. far O.P j. e.att..d. pad .0 o.d DUN art tM raar madIrw1°rt ..ebort a so swec.rr par pad pa.a urm a.d tlrs tfa .r.l m1rpAd Is Ow Como ■" arJ of paid rw►otatioa ad e IiIYTN ■wM w7 1+f"1 rand 0nlc-.l a,ai dr. lrbpsa ^ br n sal sw b.eM aNi+a■d *0 6" and Four (ins 76 y V.Wr la pad 0. par Star o('a_ iai•rt'tw- Nb*WY ry k Fo. tw Soar 0f w rawer ri+l�l at SbAlton r�g(}uist 9C:; i oerSjerY YAMel • rein Do Plot rsowai- T • Its ra m d *say .lama ww 1=s !Sous f� 1 I TO' T wLfTiT E. aas+ed y'1' �'■ wid�i, Dred ad T-,O. Sara aor, a.c.r.d bi' ,ard D..d t ban lyda'y'FaV-w' par Wmtp,c Fr1w"f''d art d� rd Yallrt t � l.r/f0, roll. to cawc- +wi "a't* sbo't e'""ew:" , a" all 00 Or W4 rSch tA, pall Dw4 of Tr.•d. awd to 1 � tja,} yy t"}rr Mc hww—"s" Owrl of TPOW drbaaa.d t° 7 T� � r��w I ril 1'1 Ta+ r.tc..�7..Fpaw t wrw.rl. we L''rc prla•' wdlA'•� byd'r t.r.r of awJ O"+d p.a.d . Iv — ma r.C�l a — b Schedule C_ SAFOW ,� evil Item # C) separate estate over to KT Arnold Tahja, ae his cusp transfer and set flr+t part fa value received, hereby assilttt day or Hood Csnal State Bank 0 second Par, ,that certain real e—te9c74ract iMec^Into on the lbth DvctrRa*r Arnold Tahja As seller, artd and Joan D. Haffner Ce N, Haffner of the following re Be putchsaer, foe the sale end purchase al estate situated in King eorg ��aprr TathinAtm. Includinit any Interest therein which grantor may here slter acquire: For Collateral Purposes only" That portion of the South half of theaGrhandlthat partionf Uf the tofhthe North quarter of the Northeast quarter quarter ❑f the Southeast W Rana 4 E.}f.H., in half of the South half of the North hof the 4u Northeast quarter of Section 2pxeaTownshipf State Highway. King County! Washington, lying \I Fes' � CA�T�"• iAX Nfl , V:QUIRt.D 19� p(CISE RK41 Olvlsla� and said first part it-clairrd] 'Conveyand Warrant [stsilir our if ritlr i+ t❑ `1`r rArrarktcd] r❑ fulfill conditions c�fi7S xK'r` vwmy�lt [.rr11 cut i[ title is w 6rrho hereby as.+uroe and agree rt,l3ew to sa}d second gett hrrrby covenant that there Is now unp04llallars the Maid described pcpart of ,aid real estate contract and saF1 !�r`tihree Thousand, Six hundred eixtynlne 7fa 1 Prlrteipp++l of Mald c ntrmct the +um of orty is g3,669.76 I. do of In 80 pared this Bth y October Arnol Tahja t STATE OF VArlll4tiTON, I County of Matson before ere, the undrrslltned, i A.D., 19 rsonally appeared d■y of October duty coe+missloned and swnrn, Pr . On del■ Bth State of Mashington, Y .. t a Hoary Public in end !or the � Ar „oId 1r.ti jQ to be the I,ydlrl=lual d,,,rlbcd In and who executedtheand voluntainstrument, y A t and de acknowledged uses to 'ze fen*__ M.ld Instrumtnt ss His �* d", He MI'ned an.l Mrsled and 1•an rppsra �� y ■Irma+ sy .l end Official sea' hrrrm MI(tstd the day and year In this certlflutc above written. thrrr1� stentlonrd, IYofnryypublic in and for the State of MaahinAron, She1kR SAFE-W � SAFECO TITLE INSURANCE COMPANY Ml�d For Record N Rprsst of Ca Bite �B ADDRESS CITY AMD STAT! Hood nrt Naehin ton 98549 7HIS SPACE RESERVED FDR RECORDER'S U"I H I Schedule C Item # L' ,r''` •tr IIgO ►ACI►K Avg TAC O..A- vrA.Nll..t�•l ""a T[W Ior R.cotd at Rgq-,14 01 David E...S�hwelnlrr.v. Attorney ...................... Nang ..........-• Suite 211, 950 Fawcett Avenue South Addre............................................................... TacomaWashington 98402 . ........................ City amState.... ........................... ».N. I.", Sr -CI mj"EI1. , aC_,UI•• . r DM OF TRUV . t+ 8 3 - ,v1a„d DeceTber �ntte nasn or Txve'r...a. this .'�' G"NAI•. �,,... ROBERT LLOYD WRIGHT Federal Way, King County. Washington �,,..is 36200-16th Avenue South, -� is 1120 COM)AONWEALTH TITLE INsUFLANCE COMPANY.a—rv--s— Plerce County, Washington Pacific Avenue. Tacoma. Pd HELEn MARIE WRIGHT 15849 Casa Road S.W.. Rochester, Lewis County. Washington: B. � e.Al. tad tww'•�7+ b'Til+t•+ {a'hhut, ayrl wow so Ism. tl. �+K *,.rrtlr.i reelWt'rNie,a�i; Urglat.r l+.r.btr IZ.i11a. N coee7, w..hknr : NM-p- y La f� i n g of the Southeast quarter at Section 20. Township That portion of the Northeast quarter of the 0. Towes quarter W.r „ King County. Washington v 21 North. Range 4 East. described as follows: Commencing at the SauteS�arter ofothehSoutheastst quarter of the Southwestq thence North OD.21'T3etEtpt quarter of $aid Section 20; ■East elong the west line °inning; thencef seid sSouth287.26 19* E the True Point of Erg margin of Pacific Hi9 704.31 feat to the Westerly West slang said westerly South; thence South 2htn�e3Korth 86.07'16" West 629.93 ttargin 20I B2 feet; t hence North Tart to the West line of said subdivision; t OD.21'S3' East along said West lint 179.10 Teat to the True Point of B ginning. commonly known as 34839 Pacific Highway South, Federal May. Washington 98003. come+ Y er +I+M.ti1t rrMi.Mn. U4 ,,ss* rritb Wwar ts. 'SW a+ni . Hal 1102410"s..r .�. 6�.r+�r+� ti'b"'�i+ st4 "'Sr .v4`*��"'�Fr,,.�• b�.r*iw nwl.i*.1 .'f li.► ww of h [a W pnw^F�°^ TWO Hi]MDRED Fri f l s iH0U514 D x6 R�' '" L s„d.,s.�•• gc� L'- til 2 5D r O00 . 09 with Vntrt►•t- F. asr LN ihr*r a seder. r.d .�'f- bJ .i' nntom. 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Grw.lar It I,wrrAnn�""� ` t r . t ExHIlS1T hU a A h.nrfrr+.r* - TTw1^r s pr rnertin■ 1+a on rrl 11...,..t rity }vr'�t,tr n ■r) ..xi..ri..^ •N 1 7•• t4rTrrr.1 .nr stir', or 1- ,i•:,a r+t ••! till. wn-h .^d rrtl�•errr • i.•+ ^.r t.• l•••• .11 _I..^d ral+r ^"r til lw ltrnr M•,. rr 4.11• $.w 1h.. 1*4-1 uI T-1 rr e[ I1r T-11 Inrvrml is rn rrny •W1 }-' a Ilh 1hr t3rr•rt rJ Trwt- rnAurlir.a Lr r^T Y ItalO- t•^rw.+^ ■ A rrt+r ^dares in .r.nr.rrtrnT, w rr tu.11y ,r.rvrrr.l, a:■rrv.r i,. 11�r salt r.r.r.- Fr.+ lr retn ■rrt -Trirl..'r ant allr•mrr'. fry+ r.rr IyTM- r^""R1r-r n1}.rr rnf.•r•,ne f4'r "I,I,Kala•n ..vu rrd U. in•um• nrrm•`,ntI" r at 11.r r■er ...s h..lh rn Il.. 0 yywrl�l iSrnnl••1 Isar] ln,+wr w!r-n d,rr anT errr.. rr�h�mr. ■rr1 0- am•w^ � L'r rrr•S !tir t-r't�rlr h•',rrn.M••r rtr.rrver+l 14r,.-gr,.rT m• L rn•tr .r.vnYS tKrrhT. a}rll }.r ari,trd to and lrl- + ■ Marl d Frr drM r.curr+7 rn 1ht" it.r•d r,R. th• rntirr, wor,eynl vi th► s F 11 "AT: 1" Sh► .n . rnlnrr l drwTrr." ■n M krr IT 1� hSl`•1-t'ALLY ACR 6 tallrn a d'•"r � o},ticstion rsvrr.l h► . shalt br Ww! o+ 1�^�'�' 1 in ll,r r sans ■nr ports' of n•Tix Tt7 n rn Fully a.rlirly r .urh tr•Tlrrrn ihrreY,F a. rna. b► r",ol a mk '••aSw ITi r41%t M rr40r" P"""PS ale 'nl �11rr wirl ,"Iralion .ry T I'ld �.• r "l n[ sal nl wrn nur a h►r►1+'r rFYr Ilr dw d■rr, if � jlr rrr*P irA 4a n 1n [Srtfar+ d.-[rult foe Farlurr W p Pay. 4 Trr1 M i1r Pw�n �^.'yh Sled Sh+rrM rn I'm "nrnI .t,rrt dw r•1 all uthrr rune r• .rrvrral r� o: l}rr n*^P•*ty �r^rd th" w4ns d and ""m T+Ta"t lu rn*••+*"t' _ all ar.Try ba of I}r ^N iR+Lirn 1 T1^ Tn•+ t4cmiarr. eN un-n as ccwrlain.d 1 �C1rtT,tn j rhw R►nr lStlyd lhrrT•ao. li.i ari,r+n r.r 1n t� W B,r*w'�"a d � � awd �� any' mw•tr t� 1hr 9vs.rlk„n or !F+ Pr "r rn nl ■ny lwl.b dw _ "'"r°r.d Yrr*57 Iw +w� 4 i1p�.r, driauit lrr arrrrbt 1. S..1r parri- M p■ H tA► eAd'�^ r, R,-th t}, D d of Tr. hrr�rn- ■11 auw •H+r rrd hrr*>f]' ah+ll ir.ns'.'dr■e+}P' h'K-""'MY1 r1r ltlr irwd Prt'O't7. In ■t Try a ■ran Tt'u.N+ aha i 1 .t prr>r66sry. Trvrur nr ru .nthe&FNKd Aim—"b; rs[rye T T� o Fry surd ,Trry'r [.r; 171rortnrf Helm" 1,y MhinykxT, al PuNx ■udxx+ tv 13v ltiah•'u bdt3re, l ndiiY t'�a"r`-ar'� k cl t!r FrFwT °°fit d 1S+ of rh► Rtate cf rd Ih. ■*I* sa 1dla�+: 411 to Stye rtprr.+er,i},sll 1w drPcdt"d ,nlh l}r. apply rho peacr+d• c131u►t: []f L%r.•lr9t'�a• ,f .rr'J- rtil.tiFrtro.l ••'+'+eer'd tsar thi+ C].rd in whrCh Shy ask twk Ptam to b► di■lribuled 4 OW in �•ordanrr rW g{1Yt�il wrr�rf. w},irh ahaH l} 17redb of ra.t cart lrrdr�l ar■ 1+■ Ty.,xhy a}�ai1 1.41," 7o ehr PQ,gl, .rr�a1 tlwr � �iopndrw�r ae t) SirrM d b6 "'tl n r1 �elgRra it rar.r� �F11+ r14 in thr nn'S� y who, Gm uw had eT hod 0— �rihalt rr�rll+ 11,r rss� rM'�'� tom* wri+ ranP1loif"' � �'• mar h++r lem, d ,,,myna ( TYerl►► of TrailL whlrh T1rc'ibl ■.,S k it P7ir*'a the rrqut-rn`na d }rrr and d S}W 1 �n an.t tO""� d T7rl Ac" o[ 01- >�sd °{ W-'dwft+- tr r'at a'a' rtd} rSrrrrr the r.rf in [■'+vT sad brxra TI.1r P1r " E)rrd of T rume sand lry ti'r il+'►d G Thy pa cf sale cv"eld b a[ Trv.l to top [owed a• a arorp[aL* ta—{lFr,a .area*� tf+:+ 17rrd o[ Trvook •- say ■t,.[1 hits .f Trrre is rrrorT} � F�J.•rv�t'S.ry 1r>•1 aunr Trayrd. d Lb. ""ty r#'rk a vw ..q V ao .m wmrd7: tTrsPoo 7 ,x disability a f.fRr.re"aw rn �t� 7. 1n 11r rr•rn hrd 4r ihf 14 —1 �F�p�+nl,n.ni i,r e?rr *rrla'*a+ u+�■. . Ir .loafs Ot �Fral1 �• r P�'ty In'tr ■n.1 t,,,, a111 b'It'd with all r^r-- "t � i" •+h:d, Cron t ,ram-r,din nr,drr any o"7r`t h►tM ow Truol cc ofTt �• a,. thr Ya�'n lwidrrwiwj a+�rr'7r %sle -4* unl.r 1 a won .1 PrrwA p b th► Frt117r.le bindiru ' i• 1Jr� d TTart aPPlfw 1b, im+rrr -jyr y say erh.11 r.eRa r �r„d>�. why o yrom . �r Ser,rActarl' 9 k »AT: of ws a?nwrl,N a CMrM ar..._. P-S.fe r-r't_ -- lgfw+ we ROBERT LLOYD NRIGHT_-- .hn rr }- • !ir .4tA1. re.+�a 4ar■e^""'" rr.w►. fat .-.. *..- ...... a1p.; a., game lr STATE 01 R AlrN T" s cotrKTs[ o*..........-..__..__...- ._ _ t►—. o...-. . tMa -- ......av of ......---- ., .( brfatr wry. tfr■ Fnd"'C� r7 Netaf. ewd 1w llo6r S1.M Ran}}T•t w.. AGO ccw-si�""ci word '""' P—Morly °rr" --- - - -- - .■sad. - _ - --......_..... _.._.._•rd.a,l awd - ' nyrt tl,+ iur.*d*t art .,.A &4 .i ar+d eorwF t�h. �br.tr++ar•t be br I}w fr.+ wo„ aa,rd 0-1.+ rash rsrrd �1 1 S rrrr aw+ ar.d. laq a6.ol. to. t}r loll. ..d P•r*rol"U"��i 1•°tr'wrwR'rrd woJ P'"rp^■w Wood and .Oci.l a..l lNa S,, ii.-...-._.-. imait �iri L t3.a te+f+raa'" wo+i ar .rid tAaA do. - � 7� !+M f11vr.H::ae ''■'. E tt,.+t ejytfi.an» b.ad r.d rMrid r.drt lrr.•rls rawod w 41! . V_ ». wT4ttra - — �_. - -----j,a, ih r+ kx tlrr »t.l+ d �Iwoii.s►rw la �d d1r r.ai�.t al - -�a • ' � ::- -',•+";' r+�9Ry�r *°" saw. � yet T. 1w sari 11, e4+.rliW, Dr.d of Troot 11 1 To, TRgvTTIM awl DeLlr* d 4!x *two °'a d aE pod a,d .atW 4: ��°'ri r we�o Etc ,Thy rT.6.+'yd !d IhF _ .. eFrrd }yy a.id D*r�'i Teal d .� prr]d�•� t,wo +ieh r]+ w—o Herr. ""ib T .10%.11 nniwpr)'�.►*1 �SIMIS J hlea y, 15r► >r�Tsa d�Wa T7rNo rR rao, A % .bV ,,wwwd and ------ wr �f ' ewM 1 ol rr.L " b icw rvy'�■'..tl f. Ow p+til.w --- tww try 7. 0--d•r- Mai. _. '� _---...---- ••-••� - r " EYA1_UAt1-wi SHEET 1 i - HELEN MARIE ARIGHT FINAL PROPERTY DIYISIOM � Para. lue EnCUMbranCe� -I� rrr� Not Y41ut 6 yra- C'escrletlon Gross_Ya d 111-N Auburn S400.000,00 S 16.459.00 S 20.000,00 S3b3.54i.00 T $1501000.00 S 24,610.00 S126,390.00 7 III.R Home S l,nOO.Do s 1,000.00 -o- f III.0 Mercury 10 $ 15,000.00 I II I.F limber money S 15.000.00 S -9. - 12 II1.F Funds 33 III.G Sound Bank S 5,0i10.U0 -0- S 5.000.00 stock 11 �� S 5U�), OU -n- S 7.500.00 III.H Nord Montara � 13 lll.l household S 10,000.OU -0- S 10,000.00 16 Goods 1T Ill•J SkI boat, motor S 5.000.00 -0 - S 5,n00.on L' L trailer . ;• 1 1 e III.K Pension rlphts/ -0 _0- -0- 19 III.K Sot. Security S 2.000.00 S 2.000.00 =` 20 Ill.l Rank account S 4,000.00 21 III.M Pers. effects 23 111.„ Cash In Ilea 5250,000.00 -o- wo,000.00 23 III.N of TahJa -0. S 25,000.00 111.0 Long &each S 25,no0.00 S 6,400.00 21 111.P Vat. Int'1. 400.00 S 6,400.00 -0- 25 S 63,069.00 $e15,e31.00 26 SR7A,9nn,nn 27 2e 29 30 32 n �r•tix-1 J EVALIIATIntI S_ HCET _ _ 3 FINAL PROPERTT DIVISION 4 Para - f 9raeh t IV .A 7 • f 10 11 12 .13 14 IS is 17 11 19 20 21 22 13 24 25 11 17 21 29 30 31Qk i A� IV .8 IV IV.O IV .E IV .f IV ,G IV IV.1 IV .J IV ,K IV .L IV .M IV IV.0 IV .P IV A TV.R Dcscr►ptlon T ahj a Hel I i part E Iko Wright ProP• ROBERT r n1fD WR►r,HT EncuubranctJ Gross_Vahle ~I�curre� 5188,000.00 S120,000.00 .0 . -0 - 5250,000.00 (Helen) 1n,000.0n -0- M.E. Tacoma S Sharps In $275,000.00 Wright Co. Pac. West S 3,ano.00 Sound Bank stock S 5,000.00 Nord Montar+ S 7,500.00 Thunderbird S 1,000.00 S720,000.00 S 5,000.00 S 7.000.00 S265,000.00 -0 - -0 . Tools L hobby S 5,000.00 "0- equi Anent Household 900dsS 5. 000.00 '0" Profit sharing S Checking +cct. L if a 1"Sur+nce Pers. effects Cutter boat S 20,000.00 -0' Net Value $412,000.00 S 5.000.00 s 7,000.00 S 15,000.00 S 10,000.00 S275,000.n0 S 3,000.00 S 5,000.00 S 7,500.00 S 1,000.00 S 5,000.00 S S,000.00 S 61,458.00 -0 - -0 - -0 - S 20,000.00 s 15.nOn.nn = 15,000�00 y�r TnAerpr'n T�. $846,959.00 $1,404,958.00 5558,000,00 I I EXHIBIT E 1 r STATE flF WASHINGTON DEPARTMEW OF SOCIAL. AND HEALTH 5ERVICES H OFFICE OF SUPPORT ENFORCEMENT (OSE) a NOTICE. AND STATEMENT OF LIEN � (RCW 74.20ti050) NoTsCE t5 HEREBY GIVEN: Thal the Department of Social and Health Services (OSIR5) claims that Robert ur1 RE pica SSN: 57o-25-6236 DOB_ owes a debt for past due Child support. ;hat 05H5 files a lien in the amount al S 253►.80 in Stan County on; F3 A. All real and Dersortal property of the debtor, and/or ❑ U. The property described Wow S aV 1-4Q w[ psite Represrntaiiv 16 STATE OF WAS)i)NGTON Y ss. County of •l;1ng __ I I certify that v_ Robinoon appeared befute me and is known to me as the individual who steed t e a ove. SL)05CR13ED AND SWORN to before me on � NOTARY PUBLIC i and( the 5[atc of Wash' own residing at _ T9 my commission expires an inG wirryy shall be made - UFFIGE ()F SL)PPQRT ENFORCEAtEhCf 101 So. King Street KSt 1417-26 Srnttlr Ka 99104 (206) 4 64 -7 02 0 In reply. refer to: Da: 9nax26 PS wiri LENDa ti SS'LO £ P . r. = Pue0G -4Y 1 1�Qry Schedule C Item # e f•Of�[i MOf�wfr�'I..f Or t.1'. nw smres rnuv saa;�rs rSUPERIOR COURT OF wASHINGTON -- C'OU NTY OF KING ABSTRACT T T E: HIL_L�' F'ET NUTRITION VS WRIGHI I, ;a - �i , O4 f � �� ,I,L JUDGMENT :NUMBS-R: `?6--9--20*206-7 CASE r�UM ED; : 96-?- �>i 23�?- 2 I(;NED BY Ob-2i-96 { DATE SIGNED: DATE FILED: EFFECTIVE DATE; 06-2-i -96 Schedule Item #� 40, ig Fj- NOTE: ----- INAL PARTIES .TU ACTIL ,----- PET NUTRITION ___ HILLS PLAINTIFF: WRIC.HT ROBEnT DEFENDANT: PET N &AVE DBR / F'FTITIONE:R:HILLS SET iJUTRITIO ATTY FOR PLA. ------ ----__w_ ---- DEBTORS -ROBEF:T---- j ------ -------------JUDGMENT WRIGHT ;- DEBTOR: PET N 5A`JE rDBA - ---------_------------------__ ______----------JUDGMENT S CREDTI'OIZ--- -f'ET 1UTTChh:ZTIJN C;IT1R= HILLS ---------------------------- I U} FOF� __---------- Q --.---ATTORNEY(" PLOV I E, J0;1N F, Q7 ATTY CRI AiKOUNT CD �} _-rATE �DOCKET --_-- -_-A -9 _ �EN1 ---- --_-_EXECUTION ,,a-14-6T RANk-CF_IPT OF JUDGT04T TRICT COURT C-AUrE-_SAVE Di T �l Y �.. .�. ACTAINST DEFT, ROPE `tT ail IGH T ��LITRI' ; C�, PE, ', , R7 - h'� -25 & IN FAVOR: OF F'LTF-, HIL.i_ _. .0(� C0 STS (S1 AT Ir?TEREST P i 2 F'FR A r 0R -DUNE- ,ITS:) i Ut, F' RIN�CIPAL ", CUB _ ' K;,NG CO 1�JT AIJI'�:�_ F _.-_.._---- og-2 -Y6r- f AI'STF:ACT ISSUED TO -----___ -------------- -- -- --- -± ----- - --- ---- EE S CQ�I yi - �1BSTF:AE:1' []a JLIDGhiF_NT --- 96-9�--? �?+J6 F'aG T , m� •JANICE M CHEI-S, CLERK OF TH1~ L!F'E.;I(] ' CO�lFt i IN ANTS FOR T3�G COL►�jTY, �'T�'1TE OF ASHIi�iEJON, IT FII-REEDY CERTIFY THAT THE F1�UVE IS A FULL. TRUE AND CORRECTnTiSTRACT OF JUD(ir!.-, IN THE ABOVE ENTITLEli ACTION AS THE SANE APPEARS OF' RECORD i,� f1; r)FF,_�;F.. WITNI ESS Iiy HAND AND THE SEAL_ OF THE SKID SUPERIOR COURT AT MY OFFICE ITS ,S'EATTL'E:, THIS 26TH DAY OF AUGI3ST, i 546. M. JA PY __ CLERK 'r -e - t T� s P t� 8 i 3 4 i 1 0 i• f � '+ 7 I 1 2 5 6 7 8 9 10 ..11 12 13 14 1! D 1' 1 1 7 Schedule C Item v IN THE SUPERIOR COURT OF THE STATE OF WASHINGTON FOR KING COUNTY LhXEHAVEN SEWER DISTRICT of � King County. a Municipal ) Corporation Of the State of ) Washington, ) Petitioner. V. ) HARRY 0. SAMPLE and LEHPI D- IRIS STRONG; ) ) S►�PLE , his Wife; iiARTIN L. SLISCO and JANE ) ) SLISCO, his wife; ANDS SLISCO and SANDRA SLI5CO3 his ) ) wife; WAYNE B . KNIGHT and KNIGHT, his wife'* ) DAGKAR Q. GEORGE HAFFNER and JOAN Hp,FFHER, ) his wife; ARNOLD TAHJA; SAFECO � TITLE INSURANCE CO.. ING-; ) HOOD CANAL STATE BANK ESTATE WEYERHAEUSER REAL COMPANY: V S v ELECTRICAL � ) CO., INC.; METROPOLITAN FEDERAL ) SAVINGS AND LOAN ASSOCIATION B OF SEATTLE . Inc. ; H . L. F-'E ) and VERA FREASE. his wife; AHERICAN FEDERAL SAVINGS AND ) ) 9 LOAN ASSOCIATION OF TACOMA, JANE DOE, ) 0 Inc.; JOHN DOE and his wife; AUBURN INTERCHANGE ) ) ASSOCIATES, A Li3aited Partner- H£iL, 1 ship ; PROPERTY CO. Inc. : 'IN P . CARNEY ) ) MENT . hie Wife; and MAUDE C. CARNEY' MARGARET S. ) JACOB A. WERLE and h i s wife; GEORGE P . DUECEY, Z 3 WERLE , JR.; PETERSON CONSTRUCTION CO.> Inc.; BENJAHIN H. ROBERTSON and 24 REBA C . R1 C)(MAN , ) 2s Respondents. sZ3'93 NO- 823Z1513 LIS PENDENS . 26` NOTICE IS HEREBY GIVEN that an action has been institute 27 in the Superior Court of the Stato 0 _ and is now pending i rn K; Lis Fendens " t7D Ee,S �^ vko y6 w iaY= CJiA �' /#'6a�7e' Rlr�YM n PAGE_ -• - _ - I„ 1 1 3 4 Washington, for King County, upon the Petition of LAKEHAVEN SEWER DISTRICT, King County, Washington, a municipal corporation of the State of Washington, Petitioner, against the above- 5 named Respondents. 6 That the object of that action is to condemn land 7 and property for sewer mains; that the action affects real 8 estate described on Exhibit "A" attached hereto and by this 9 reference incorporated herein, said realty being situate in King County, Washington, of which the above named Respondents 10 are owners, encumbrances or parties in interest, so far as can 11 • be ascertained from the public records; all persons in any 12 manner dealing with the real estate subsequent to the filing 13 hereof will take subject to the rights of the Petitioner as 14 established by this action. 15 16 ttorney or Lakehaven Sewer District 17 18 19 20 21 22 23 24 25} 26� 27 28 Lis Pendens rm.rn�r 1 w Lem s70 li.r wcn .r A.&A. rim eaeaar PAGE 2 rim ppow. seam • try-" EXHIBIT 2IPARCEL N0. 1 { right-of-way or easement for sewer mains With the 3 A perpetual a urtenances through, over and across g[onthe �lmore ng necessary Pp situate in King County, 4 described property, icularly described as f011ows' �part That portion of the South half of the South ofathe lf _ 21 North, •D of the North half of the Southeast O { Northeast quarter of Section 20. Township 6 e 4 East, W.M., lying West of StatState of N Rang 0 No. 10 situate in the County of King. Washington. 8 Said easement shall bofthe theNorth above5describedfeet of tparcelt Eas283.5 feet 9 of the West 526 feetlying permanent easement Together With that portion of a 15d rrcel of nd. Said easement 10 Within the above described p• each side .,f the following described shall lie 7.50 feet on 11 centerline: Beginning at a point on the South line of the 12 f the South hAlf North half of the Narth_.ioffthe Northeast quarter of the Southeast q-said point being 205 feet 13 of said Section 20,th East hefNthe orthshalfwoftthersouthner fhalf Ofthe rsaid al 14 of t North Northeasterly Southeast quarter and running to a point on the North line of the South half 15 of. the South half of the North half quarter Southeast quarter of the Northeast q e e East. 16 of Section 20. Township 21 North. Rang said epoint tebeing 50th halffee[ofathe st osouth half offthe sthe 17 cornquarter. North half of said Southeast q construction easement 18 Together With a 40 foot widarcelpofaland, said easement lying AND 19 across the above described p 20 fect on each aide f the eabEast 3ve fescribeet of dcenterl536,feet the North 15 feet of arcel of land. 20 of the above described p in in force 21 Said temporary construction easement shall reTea urtenances during construction and until the peratsg nionbyatne Lakehaven 22 are accepted for maintenance and op Sewer District. Harry 0. Sample and Lempi D. « 23 Sample, his Wife 25 PARCEL 1:0. 2 { with the ❑r easement for se*er;,a_n A perpetual right -of -"ay h pVer and acrossWth; following necessary appurtenances �in King County. 26 emscribed real property situate snore particularly described as follows. 27 The North hnlf of the North half of the North 28 ___—•-- b F*OMn AZT "A"�_ sA� re Ls- ss+ PAGE __ �� I ,; 2 half of the Southeast quarter of the Northeast est of Stare Highway 2 qunrter lying Wou1 North, Counnty, Highway South), Section 20, ty, Washington. 3 Range 4 East, W.m_ in King C 4} Said eEa he 516 st fothe West 526feetof the feESS et ands feet and h S described parcel. nt 6 Together with2aa temporary thesWest [506 feet ion mand thecEastd30 as the North parcel of land. feet of the West 536 feet of the above described p N O construction easement shall remain Said temporary appurtenances F— 8 during construction and until the sewers and te Lakehaven ►� are accepted for maintenance and operation by 9 Sewer District. Iris Strong 10 Martin L. Sliaco and Jane Sliaco, his ife Andrew Slisco and Sandra Sliscoo.his Knight, ife 11 Wayne B. Knight and Dagmar Q. '' PARCEPARCELNo. 3 his wife 12 or ains with the A peraattlaappurtenances rYthroughe overfandsacross the following 13 necessaryesituate in King County. Washington, described real property 14 more particularly described as follows: That portion of the South half. of the North 15 half of the North half of the southeastq ar of the Northeast quarter and that portionNorth of 16 the North half of the Suarteruth aof thelf of tNortheast half of the Southeast q 21 North, Range 4 quarter of Section 20, Township 2 Washington, lying West 17 East, W.M., in King County, of State Highway (Pacific Highway South). 18 3.5 1Said easement shall feetrndthe bthe South F.rst510feet fee[fofthe theEast Weatg526 feet feet 526 19 the West arcel of land. feet of the above described p 20 Together with a temporary construction easement described as the South 15 feet fftheeWestt5366feettofftheeabove describedWest 536 feet and 21 the East 30 feet o parcel of land. 22 remain in force ruction easement shall Said temporary constd ap urtenances are 23 during construction and until the sewers atheaLakehaven Seger accepted for maintenance and operation by 24 District. Geor a Haffner and Joan Haffner, his ife Arnold Tahja 25 Safeco Title Insurance Cn., Inc. Hood Canal State Bank 261 PARCEL NO. 4 ains with the 27ewer perpetual right-of-Msy or easementoverfandaacros9 the Following l 29rcessnry appurtenances throuR- +. a-rM • i xh i h i t 420 too W%^ A-twl.. I PAGL a_ i . 11 2 3 4 CC) 5 6 • N O 7 N 8 9 10 11 12 ' 13 14 15 16 17 l8 19 20 21 Z2 23 24 i! I 25 described real property situate in King County. Washington, more particulnrlyydescribed as follows: The South 5 feet and the Easterly 5 feet of the South 175 feet of Lot 6 of West Campus Business Park, as recorded in Volume 9:' of Plats, pages 78 through 82, public records of King County, Washington. Together with a temporary construction easement described as the South 15 feet and the East 15 feet of the South 185 feet of the above described Lot 6. Said temporary construction easement shall remain in force dvrir construction .and until the sewer mains and apn;jrtenances are accepted for maintenance and operation by the Lakehaven Sewer District. Weyerhaeuser Real Estate Company PARCEL NO. 5 A perpetual right-of-way or easement for sewer mains with the necessary appurtenances through, over and across the followin.- described real property situate in King County, Washington, more particularly described as follows: The Northerly 5 feet of Lot 5 of West Campus Business Park as recorded in Volume 97, pages Its through 82 of Plats, public records of King County, Washington. Together with a temporary construction easement described as the Northerly 15 feet of the above described Lot 5. Said temporary construction easement shall remain in force durir construction and until the sewer mains and appurtenances for maintenance and operation by the Lakehaven Sewer District. Weyerhaeuser Real Estate Company PARCEL NO 6 A perpetual right-of-way or easement for sewer mains with the necessary appurtenances through, over and across the following described real property situate in King County, Wnshington, more particularly described as follows: That portion of the North half of the South half of the South half of. the Southeast quarter of the Northeast quarter of Section 20, Township 21 North, Range 4 East, W.M., lying West of State Highway, (Pacific Highway South), EXCEPT the South 16 feet thereof, situate in King County, Wnshington 25k. Z71Said casement shall be the West 15 feet of the above described parcel of land. 28 Exhibit "A" PAGE 3 vim, w►•► a P-M" AM,"" of law 4" [M4 IAIw A tbw-M. V%0-9— "MI MW 8I34W • 800-1M. 977-OW f— .co O_ N O N 1 Together with a-remporary construction asement described as the 2 {Jest 25 feet of the above described parcel 3 Said temporary construction easement eapppurtenanCes arerce durin accepted A construction and untoper9tionil the wbysthedLakehaven Sewer District. ce nd V & V Electrical Co.. Inc. 5 Metropolitan Federal Savings and Loan. Association of Seattle, Inc. 6lPARCEL N0. I sewer mains with the 7 A perpetual right-of-way or easeme�nerf and across the following necessary appurtenances through, Washington. 8 described real property situate in King County, more particularly described as follows: 9 The West 15 feet and the North 7.5 feet of the West 212.5 feet of the following described 10 parcel of land; 11 The West 626.60 feet of the South half of the North half of the South halfOf r[erthe of Sec[ions20, 12 quarter of the Northeast qua4 East iJ.M., situate State of Washington. Toxnship 21 North. Range in the County of King, h 13 Together with a 14 West 25 feet and above described 15 easement described as t e the West 225 feet of the force durin are accepted t. 16 coperation by t onstruction and until the sewer for maintenance and operhe Lakehaven Sewer Diatr c 17 V b V Electrical Co., Inc. 18� PARCEL N� 19 Wa ar easement for sewer mains with the A perpetual right -of- Y Lithe f 011cr more necessary appurtenances through. over and across the follow more 20 described real property situate in King County, particularly described as follows' 21 The South lfl feet of the East 151 fort o 22 the Wrat 271 fart of Tract 15 of State Plat in StCtion 16. To►rnahip 21 North. Range 4 234 East' W-M , as recorded rdethe pttb1lcin orrcurdslume �vfnKing 30 through ]2, County, Wn4hingtan. 24 Together with a temporary construction easement described as the f the Y` Smith 20 feet of the Ear;t 171 fret ocleat 271 fret of the Above described Tract 15• 251 construction east�nt ahrtl remain in force. durin Said temporary urtenante�+ are 27 ion and un til operation by the Lakehaven Seer rcics��+tedt for fiaintrnencrhAndenp R1nins ■n aPP wife Dlntrict. H. L. Fresse & Vera f'rease, his ►rifs at 29 �— — rase ran a era av ngs a� oi.$, rw a Poor" Fxhihir A" Ta�omn, Inc. wt+•-+7,w t••• .1ohn Dr�P and lane Doe.TMUv [+vr^ � .pear apa.ssr •are-+�sa+ • s77�° PAGE _-jLJ. temporary construction the North 20 feet of parcel of land- h.' Said temporary construction easement s s and aPeurCenancesn n ' 1 2 3 4 N O 6 N_ Q 7 8 9 10 _ 11 12 13 14 15 PARCEL p with the perpetual right-of-way or eeas over and across the ent f or sewer afollowirmore necessary appurtenances though• Washington, described real property situate in king County, particularly described as follows - The Southeasterly and Easterly 20 feet of the following described parcel: The Southeast quarter of the Northwest quarter of the Southwest quarter of Section 21. Town- ship 21 North, Range 4 Fast. W.H., in King County. Washington and the South haluarierhof e Southwest quarter oe the Northwest q 21, the Southwest quarter of said lying EXCEPT those portions thereof en g South 348th Street and 16th Avenue South; and EXCEPT those portions conveyed to the State of Washington by deeds recorded under King ty Recording Nns- 4739107, 4742320 and 498457 ; and EXCEPT that portion [hereof condemn ed in King County State o No. Superior Court Cuse a No. 533235 primary 16 17 18 19 20 21 for ,,nt described al the Together with a temporary c n feettOfntheAabove describ d parcel Southeasterly and East y force durin Said temporary construction easement shalur[enanceaemain nare accepted construction and until erh se ersLaand appuven Seises District. for maintenance And op A Ltd. Partnerai Auburn Interchange Aseociament Co., Inc. Property Holding & Deve Carney, his Wife Elvin P. Carney and Maude C. 'r lerle. his wife Werle and MarFF,aret S. PA.RCE14 N� Jacob A. Duecey, Jr. b Peterson Construction, George A perpetual right-of-way or ea�overfandOr sewer mains sent ossthe following necessary appurtenances through,County, Washington. described real property situate in King more particularly described as follows: ib d 22 23 24 25 26 The West 10 feet of the following descr e parcel of land: The South half of the Southrreat quarter of ter of the est the Northwest quarp 21 North, quarter of Sj_�ction 21. Township i•EXCEPT those portions Range 4 East. W.tin South 348th Street and thereof lying with 16th Avenue South (S.S.H. No. 5 D) ease"Together with a temporary construction rcel nt degfr'L 2 as the West 40 feet of the above described p 27 Said temporary construction easement shall retrain in force Burin 2 8 — — e ear• a r.a Exhibit "A" 0114,w".tt"' AWNW,4 V%0,0 po^ VOOD2 � ��vr • ass�sx • �rra+a PAGE _- P nc } l ' 1 construction and until the sewer mains and appurtenances are by the Lakehaven Sewer 2 accepted for maintenance and operation Partners ip District. Auburn Interchange Associates, alLtd, Development. 3 property Holding & his wife and Maude C. Carney. ; E1vin.P. Carney his wife Jacob A. Werle and Margaret S. We 4 C onstructio nc n �- George P. Duecey, Jr. and Peterson N~ 5, PARCEL N_ O, for sewer mains with the z8 A perpetual right-vf-way or easement- through, over and acrossashing[onw ng 6 the ' — necessary appurtenances situate in King County. � N O described real properly 7 particularly described as follows: more 5 fee[ of the following described 1 g The Wes[ parcel of land: 1 9 Lot 18 of Vick Addition, as recorded in Volume r of King County, 45 of Plats, page 27, records 10 Washington. ' construction easement described as the • 11 Together with A temporary the above described Lot 18. West 15 feet of 12 alemainforce + construction easement acceptedi Said temporary con and app ancesnare 13 construction and until the sewers operation by the Lakehaven Sewer Distr ct. for maintenance and 14- Benjamin H. Robertson and Reba C. Rickman 15 16 i 17 19 4 19 , 20 21 11 ? 23 24 25 1 26 FILMfor Record at Reques of l 27 — — — — — — w.►rr�r+ re Lpm Exhibit "A" san e.++ "W- real . �vx+ 6 I PAGE-- .e 35� Afidw �r; cel 4 Ritur ou mmy im s. yrylrK, Schedule C Item # i The trxler?Igncd, ►icrelnnfter cnllotl tho'Y]►+nscr," hereby grunts to King County, s legal srixtivlsial of for. State of lwashinglon, berclnnrter callnl "King County," a permit or right of trrltry ulxxi the following terars end conditions: 1. the t1mer horehy grunts to King Cotmty till Irrevocable right to enter upon tlends hereinnftor descrlhed, tit cony time withln it peritxl to expire ar_ h__ 1!)- T, in order to do survey work. 2. the permit Incitoes, the right of ingress at -RI el;rsstill of the Ormer t described below, prnvlded srK•h InI;I'ess and egress Is necessary nail not otherwise conveniently nvailtible to King (:txurty. 3. All ttxnls, cYlnil+rrx!nt, rend otht•r prrgTrly lnkrn Ulxm or placed nlxm tho land by King (:unity shnll r'Itinalrr the prol+rrty of Kin); comity nrxi will be rcrrxlvNi h by Ktng C Intyy at any 11mv within itreasontihle perlud after the expiration of this CO permit or rlglrt of entry. 4. King Ctxmty wi 11 be responsible for donungcs nrisinit frorm the nctivity of King Cotmty, Its officc,rs, nl;rm t, cugtlnyces, or rrprcccnlnl Ives on said Inn<l, I in the exercise of rights Imder this permit or right of' entry. S. Tlne ]mrd nl•fe"ell by this permit or right of entry is locnted In the County a of King, State of mishinglon rind described ns follows; i� ii h� I The South 1/2 of the North 1/2 of the North 1/2 and the North 1/2 i of the South 1/2 of the North 1/2 of the Southeast 1/4 of the Northeast 1/4 of Section 20, Township 21 North, Range 4 East, W.M., King County, tl Washington, lying West of Highway. � v v e7/0f>/)3 00531 D RECD F .00 CRSHSL w****.00 Filed For Retard At Tht RMue Of t � �l Propeth Dirision r '° rm King County x;;i m IN MI'INI:SS M11:111IN: tht I,In;IJJirrr hcrensrto sets Is bin f D E' � a v+ o I;ItAN1111t� . > ( Wflixt STATE OF W&911M 11JN) 44 CUJNTY OF K 1 NG ) i ''his day jmrssxurl ly nlj,,enrcxj Wore me 'X_' lt��14"rtfT ._ to-n+c`kii�►+ii tii !� tlr�iiiflvliFials ice= cr n urn wfro rxrtrrrnF tta Tnicrnkiiu lnntrumicrrt, nrxi rwkrK-mlmlgcd to are that �D 31grretl the Krmx nq �[ � free nerd volsrntnry act mKl dond, for the uses end purposes thereln Witt lnncsr- -� 19Given trxler eery harm nrxl ol•flclnl rronl thls�� dny �_. r lid. r, n rrs ur n fil�v�` Fhtslrinpttxn, resJding nt� Schedule C Item # L RPqZ 202104505106 _ South 336th Fond RIGHTOF k1jIlly FOR 3'F.:i1' 60Z1K( O"Z"39 0905 lire taldersiglicd, hcreinaflcr crrllcd life "tAnct'", hereby a polltlral sulx"vision of the state of Il;rtilrjrrl!t rl, I,r.rcirr:rflcrrraltcc Krrr a permit or right of cite 1, Ccrnrty, taxer Elk fallur ju! Kin(; County", 1 tcnss ;unl conditions: I- Tire Criner horeby grants to King Covnty It, irrevocable right to enter open Life lands tM 0 einarter9 describer], at any tune Within 7 ptcricd tp expire ch 31. 198in "lar or4er to make )t�+,i✓/sldi'lt�i{/ percolat� i O 7. 77rc penlit includes Elie ril;ht of inl!rr'ss and cslress on laud oC the C4CV c'cscrilcd Frelow, provided such illtress ;root egress is necessary and not others iser Cconveniently ttVailablc to Kirrl; (ucrrrty. O tT 3. All tools, cclnjlnnent, mil other ern, 00 by King Couilty shall rennin Cbe Irrrrperty of Kiul,y taken Igrnn or placed u r County at ntry time within n rca5vr:nhlc period aCtcrrr[hc exl,iratiun of tnvc-0bnnitaor 1. )' and Hi 1 I ha rcnxrVC'Ll by King nd right vF entry, 4. King t:oun:y will be re5lronsibfc for d:rn:rl;;•s arising from life ;rcfiviry of King County, its officers, ;rl!crr.ts, cugrlo)'ear or exercise of rights rrpresentatives cn said lend, in the tinder this Ir�nnit or ril;lit of entry, 5, lire lund effected by this I,cnnit or ril:Ilt of entry is luca[cd in the SCa[c of 4lasliinl;tort, Comity of Kinand descrihe,l as Iblof of ,P The Soutlt s of the North z of the North , and the North ; of the South ; of the North a of the Sootheasr , of the Northeast . lying 1•iest of the highway, all in Section 20, Township 21 North, Range 4 East, Xing County, Wdshing[on. F r� 6?10 •' 02 40104 hFor .....:J i„ i:. F'."OUCst Of RECD F 00 CF SH-cL 1 _ _ f 1 55 hn �- f IVI' Feb N111ilfl:Ol r the [)'+aces herein Iclvc I:crcnnthe 23rd lo sct their h:wds of car) —� 1!1 89 — Q, ~ = C Gr w .. w"z a tl[7Uri 1 . 3 �ru x STATE Or• WILSlfT jGfl7l axm-e of• KtI;c y u Ch this day persollally appcared before me � D.riol,11--tEL. Clic iitf'vlif[,u St y tinp executo me te. [Tic orf cl;otiI ]ai5tnmicriE, ;nd :rcknnulc�lleci to me Ihaty[lcyL�sil,rrect1le as their tree and vulun[aIT act ;nut deed, for the nses and purlx,scs therein ncntioncd 'c Givcn under my blend al,d ofl'ici;rl seal this r FkYlllti F11ltl.11. 1:1 asl, 1pr E : State v�� Ir;rsliinl;tin ressdirtg at e This certificate provides the Department of Health and the Department of Development and F- 4ronmenial Services with mation necessary to evaluate development proposals. Please return to: KING COUNTY Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 KING COUNTY CERTIFICATE OF SEWER AVAILABILITY ❑ not write an Lh.Ls box number name a- Building Permit ❑ Preliminary Plat or PUD ❑ Short Subdivision ❑ Rezone or other APPL X;-11T - S NAME PROPOSED USE C� 1N1t` I C CJ1 L �TDt;A-G 1F LOCATION ZUZ (0 ^ gC): (Attach map legael description if necessary) N # N # # N # # # # SEWER AGENCY INFORMATION 2. 0 # # # CAN a. ,( Sewer service wl-1-1- be provided by side sewer connection only to an existing_ (•�" � _size sewer 0 rs €eez—f-riDm the site and the sewer system has the capacity to serve the proposed use. OR b. ❑ Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or latteral to reach the site; and/or ❑ (2) the construction of a collection system on the site; and/or ❑ (3) other (describe) a• The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR b. ❑ The sewer system improvement will require a sewer comprehensive plan amendment. 3. a. The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city. OR b. ❑ Annexation,or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. Connection charge: -Tb PF_ CAL-C-c1CA7Flb b. Easement(s): c. Other: * The District, at its sale cxe J-ons reserves the ri-ght toy or deny sewer service based upon capacity limitations in District and Other Purveyor facilities. I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. Lakehaven Utility District Agency Name PKkE, Q•T S� LrS P1= JtSDP� Title Ag y E . -y6 rJnl(7; Signatory Name � Id' 0 / S gnatur Date F279 King County DUES DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES 900 Oakesdale Avenue Southwest Renton, Wa 98055-1219 Do not write in this box number [ Building Permit ❑ Short Subdivision This certificate provides the Seattle - King County Department of Public Health and the Department of Development and Environmental Services with information necessary to evaluate development proposals. King County Certificate of Water Availability ❑ Preliminary Plat or PUD ❑ Rezone or other Applicant's name: i- IL NAAL_ Proposed use: C o "y-x-E- — �J cC )= Location: TAX Qc-� • 2c zi 04- �c)s l name (attach map and legal' description if necessary) Water utility information: CAN 1 ❑ a. Water wiii be provided by service connection only to an existing (size) water main that is feet from the site. OR b. Water service will require an improvement to the water system of: ❑ (1) feet of water main to reach the site; and/or It (2) The construction of a distribution system on the site; and/or IX (3) Other (describe) E ►= - FA?- t LpoP IQ eTl ANJC,4_-' W1T4a -1>IS'rR1c:T T5�z)UG-`( PL-AKJ. — a. The water system has a current County -approved water comprehensive plan and franchise. OR ❑ b. The water system does not have a current County -approved water comprehensive plan or franchise and will require a new or amended water comprehensive plan or franchise. (This may cause a delay in issuance of a permit or approval). 3. 1� a. The proposed project is within the corporate limits of the utility, or the utility has been granted Boundary Review Board approval for service area annexation, or the project is within the County -approved service area of the utility. OR ❑ b. Boundary Review Board approval of an annexation will be necessary to provide service. 4. a Water is or will be available at the rate of flow and duration indicated below at no less than 20 psi measured at the nearest fire hydrant )-b- 2 -t 3 feet from the-buftngfproperty (or as marked on the attached map): 11 In 53S '` Pressure Zone; Hight -A Elevation of Property Zqs' ✓; st. '€trt-Pressure 1 S psi .................... ......... Rate of flow at Peak Demand Duration ❑ less than 500 gpm (approx. gpm) ❑ less than 1 hour ❑ 500 to 999 gpm ❑ 1 hour to 2 hours ❑ 1000 gpm or more X 2 hours or more ❑ flow test of gpm ❑ other ;KL calculation of ZSbO gpm t (Note: Commercial building permits, which includes multifamily structures, require flow test or calculation.) OR ❑ b. Water system is not capable of providing fire flow. 5 a. Water system has certificates of water right or water right claims sufficient to provide service. OR ❑ b. Water system does not currently have necessary water rights or water right claims. Comments/conditions: Ex7E tAt>KA �LElJT t P—E- .. .. .. .... ... ...... k_., :--r_S.f..'.:.�!. 1..: Y..-..V.h.r.L.'.�'-. i........7. •....�.:'.`.? era..u..t..t.-a.:. ..r-............... .. ........ ........ ... ......... .. ...... .. ... ....-. The District. at its sole discretion, reserves the right to delay or deny water service based upon capacity limitations in District and Qth..e.r. purvey r. aci.I.iti.es. ............................... ... . .... . ...... ... . ....................................................................................................... I certify that the above water utility information is true. This certificate shall be valid for one year from date of signature. LAKEHAVEN UTILITY DISTRICT Agency name �aL�El.D1�tllE_rJT SEiz�! r�5 SUP�2� Title K Y 6 • [ i61 Si story na F. e S Si nat a Dat Nov, 24, 1999 j Uhau l Federal Way Site Photographs from. each Compass Point ;ff"1'�L•!'.:G'.'�El�1 :r t•rY�.r•cy R' •r` �,� ' 'fit... .'s� �i�V �: (�i] � + .. IL''�,;.; NORTH SOUTH .. •. .=� �� _... `�. _ � �. �- �- 1 � - + ] • .V. . - � - �, i r � i GENBIAL NOTES Federal Way, Washington DRYVIT EIFS , —METAL CANOPY AND SUPPORTS, (COLOR MATCH - BANK BLUE) , COLOR - SAW, BLUE p• SIERRA SUNSET STRIPE (TYP) _ }k8' CL1:A1Z TEMP GLAS6. ON ]Ilt✓DPLE D AL111 5'x3' CLEAR Ti7-V 6LAS5 (BLAC ) TRM - YYP WITH ANOPLZED ALUt'S (BLACKJ TRIM - TY �w DR'MT EFTS COLOR - csrwr FIN. THIRD FLOOR __ - _ ■ i s. ='1'...z.E�yv-Y�•e�,•in vJ�A..�::•:: -'::::•_.,•.: ... 'ArH:� .. :...; ..' a1�^"-.< t. ll'-W, '.:f. �•s•Yn s�.. - _ - — -' sue: ' - _ - -- 4FIN. SECOND FLOOR FINS FIRST FLOOR p'xl0' METAL SECTIGNAL O]{ GLASS STOP T East l'-0'x8'-0" STORAGE DOt Elevation CONCRETE TILT PANEL (REFER STRSM (COLOR ADDITIVE: SILVER SMOKE BY DAVIS SILVER DOOR COLOR EGGSHELL BLACK 5 GAL FIN DOORS (SHERWPAIR OF PAIR CF S 5 GLASS DOORS ALUtt (BLACK) TRIM COLORS) — —.— A— twa r..— ice—'. 6LS I N VI ll 1 L_IG V CLL1%JI I p- SIERRA StNSEr STRIPE (TTP) CONCRETE TILT PAKFL (REFER South Elevation TO 5TR)GT) CCOIOR ADDORS SILVER SMOKE BY DAVIS COLORS) TO 5TIa1CT) (COLOR ADDRGvS- SILVER SMOKE BY;-'AAS COLORS) MEYAL C4NOf-f AN[> 6LM.-PORTS COLOR BANG BLUE p' S12R m% SUN5ET STRIPE (TYP) METAL CANOPY AND SUPPORYB COLOR L'A4f✓ . 0 2001 U-HAUL ■ REVISIOK4: I PROFESSIONAL SEAL ARCHrIECT LOGQ AMERCQ 3tgAF. �8 COk}P15h[Y CONSRRICNON COLIPAW ZW NOMH CENTRALAV@NE PHOENK ARMW 0,n04 P: (604 F:(607IZ77-10W S[TE ADDRESS: Federal Way 34001 Pacific" So- Pederal Eay, WA SHEET CONTENTS: Elevabons REO NUMBER 4340 701 430A1A 40 elev—c A EP-7 / f I I I I I I I I I I f / 1 I ' II id EP-9 i I I l r I / \ I I i / / r 11.7 BILLBOARD f yl r / I / ! REVS AIA[FJ ADD. [2/p. AUDIT [r.w. o/l. FEE DRA' DATE TRIAD JOB No. 99-355 © 1997 U-HAUL INTERNATIONAL f.. 0 ... ... ... ... T ... ... .. , -It 'Vk I I I F I - W , N1 1,4i :j f L Ell, -Is TNO F j�00D jJ is- 2r a5SE 70' 7 v 11 - WX 20HIGH BAY WMI 7 - jowr sm.srk4s I I PACE UNI TV 30' L 60' 20, P, L ji C- Ala J Ex TwArrApp xnrrEAX�wj r c4v4f 40. VISF2: �f�; I '1's'� I 1leurreEY A A a 0 WNER U_HAUL INTERNATIONAL CONSTRUCT70N AND REMOVA710N 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 CONTACT.' PARUL BUTALA PHONE., 602.263.6502 FAX: 602.27Z 1026 ENGINEERAPLANNERISURVEYOR LANDSCAPE ARCHITECT TRIAD ASSOCIATES 11814 115TH AVENUE NE KIRKLAND, WA 98034 CONTACT.• DON HILL, PE PHONE.* 425.821.8445 FAX. 425.821.3481 IL Z WETLAND BIOLOGIST ASSOCIATED EARTH SCIENCES INC 911 FIFTH AVE, SU17E 100 KIRKLAND, WA 98034 CONTACT: JUDITH LIGHT PHONE: 425.827. 7701 FAX., 425.8275424 ZZ - 15. x 23'. mi;gf BA r w rs AXI SITE INFORMATION ZONING BC TOTAL SITE AREA 8.27 AC (360,364 so TOTAL PARKING STALL COUNT 25 STANDARD STALLS 19 COMPACT STALLS 4 ACCESSIBLE STALLS 2 TOTAL TRUCK STALL COUNT 13 TRUCK STALLS (FRONT) a MUCK STALLS (BACK) 5 GEOTECHNICAL ENGINEER BUILDING INFORMA 1101v 24' ASSOCIATED EARTH SCIENCES INC. BUILDING HEIGHT TOTAL BUILDING GROSS AREA 46,659 SF 911 FIFTH AVE, SUITE 100 KIRKLAND, WA 98034 CONTACT.- RON PARKER PHONE. 425.627. 7701 FAX 425.8275424 IN —S.E. 341 S T. STREET - - J I / _ 1 ....,. y. Rd' 6 Hopi 8A r Lmi� STALLS; Acms� 40' 4 9.20 \ • " ?I .l,W 1 / }} i AGg LvIonki: q1_ �,4 4 I I e lit f I Ar Q. E lei A., r IIf _Lu '41 b P 4 f CA Lu ------------ e4. SCALE: 1" 30' _2 SITE S .348TMH ST VICINITY MAP NOT TO SCALE TRIAD A Projer wn [,.d Lnd 1 11014 116W i.. W1 Te 4"IbW Tau F_ MCA" 02001 TRIAD �F+•t �� ti 1� E-i�: i E,,\'ISTING f •t r}i SEDA-IF ✓T4110N I:: i FOND �IJ • i ~ •.I� l ��, �•. % /,,:14---i '• !1� �k ;; I� ALAiY /' .". r..,,l i FjQ, TV? VAULT -�. ........ r . ............• , TFMPGs' � r � ' ,•t' t,4, ILv BUTFEI4 l�rr •r 11 t T 11 r +t STORAGE UNITS y I I CAIEo •.. l ; dNACE I IREA:TkfNY vAUi T fI I ! r0 NERar 015FPATER i Cf?rAIEa WE'RAL7D D OF TW I`' ] v � Mrr PER 1 �: k 1 'lip KITTS CORNER CE TEN nO,v .. I ` 1I li r .. .4 'I Il I Tt?RA Z . - ,'STORAGE `?EGIONAL -; FACILITY : - JJ I� ° Lu 'I { �! c� FF 300 Mrs 1• i 1 � I a 'FF J02.9 I rI I i I I pz [� J STORAGE UNITS -emfL ;my DRAWAGGE EASY+�Nr cTTav xT�"9 '6 TART SEWER h LEGEND �—BOUNDARY ® BARRICADE— � EXISTING GRAVEL LOT LINE Avi► GF•-IlAr U-1=71 ROCKERY PROPOSED GRAVEL CWr= FLOW & CURB LINE _ COPIER LIALE Tom.—. CUT SLOPES �� FILL SLOPES EXISTING ASPHALT ❑ — — — EASEMENT — — — — — — — BUILDING SETBACK LINE (BSBL) E3 RIPRAP i SIGN PROPOSED ASPHALT PAVEMENT STORM DRAIN PIPE -------------ROOF & FOOTING DRAIN OVERFLOW STRUCTURE : PROPOSED SIDEWALK ROCKERY DRAIN SEWER MANHOLE ----SEWER MAIN • SEWER CLEANOUT PROPOSED CONCRETE El SEWER SERVICE ll�— SINGLE WATER METER _------WATER MAIN ®-- IRRIGATION METER �I' WETLAND -- ., :n� - --- ---- ---- -- TO' EXISTING CONTOURS .- -. ^ •-- 2' EXISTING CONTOURS G— DETECTOR CHECK VALVE ASSEMBLY SLOPE O --•"C--------- 10' PROPOSED CONTOURS C, DOUBLE DETECTOR CHECK 24OX --- ---------2' PROPOSED CONTOURS VALVE ASSEMBLY ® RIPRAP FENCE 1. FIRE HYDRANT —+ • • • —+ SWALE OR DITCH A F/RE DEPARTMENT CONNECTION (FDC) CATCH BASIN, TYPE I --------- TOP OF 4OX SLOPE —.—.---EDGE OF WETLAND a POST INDICATOR VALVE (PTV) ® CATCH BASIN, TYPE// •••••••••••••• BUFFER LINE 1/ GATE VALVE • STORM CLEANOUT —f —:— DAYLIGHT LINE FT{ TEE O YARD DRAIN BEND — — cn — EXISTING STORM DRAIN PIPE EXISTING GUY ANCHOR El EXISTING CATCH BASIN. TYPE/ --`---EJOS17NG SEWER MAIN _ EXISTING WATER METER '9\ EXISTING CATCH BASIN, TYPE It EXISTING WATER MAIN '� EXISTING FIRE HYDRANT it EA757INC SEWER MANHOLE --Pp---EXISTING POKER LINE EXISTING AIR/VAC RELEASE VALVE ^ EXISTING POWER POLE — —UL:= — — —EXISTING UNDERGROUND POWER LINE Tc EXISTING POWER VAULT — — " — — EXISTING GAS MAIN �- EXISTING BLOW OFF — —TL — — — EXISTING TELEPHONE LINE I I EXISTING GATE VALVE EARTHWORK ESTIMATE APPROXIMATE CUT - 3,000 YD' :. APPROXIMATE FU - 3,000 YD' j • 1 ' j: i7 � ! i� f • I' • -- -�•'' ^_ -.r - to"L+F• R�uo:ro ' .l" rl � �' � ` � 1 1 —SE g 41S T S BEET Ik arx=Lr STORAGE UNITS r i rL Wt rl �♦ 1 =roe OFFICE AND STORE FRb T •rI f1 o •; / { o + STORAGE .r ;,J' '�❑ _ UNITS �', _ f �• f: 3 304.0 `, I ', if: I •� ! - 304 J •ti � r :. 4 .. �4. � 3 f QW Lu 1 IP ' / = � 1• - _ SCALE: 1" = 3D j 0 is ao w I � I SITE ` 7 I rl \ I A / FEI3ERAL WAY NOT TO SCALE 02001 TRIAD A! T\ -- C"C' 0 POSITION PER R-O.S. BOOK 110, PG. 36A p rrs II 1 ro k i:r N!1T p LEGAL DESCRIPTION THAT PORTION OF THE SOUTH HALF OF THE "MTN "AV OP TIC NORTH RAT OF THE SOUTHEAST QUARTER OF THE NORTHEAST WARTER OF SECRON = AND THAT PORTION Or THE NO" HALF Or THE SOUTH HALF OF THE 140M HALF CF THE SOVINEASt OVA!"It OF THE NORTHEAST 01.�TER Or SECTION a 21 NORTH, RANOE 4, EAST W.M.. RECORDS OF KING COUNTY, WASHIN GTO". LYING VIESTERLY OF PRUARY S FOLLOWS STATE HIGHWAY NO. 1 (US 99) AND MORE PARTICWRLY DMSED A• COWENCING AT THE NORTHEAST CORNER OF SAID SECTION 20; IND" SOUTH 0112'17" WEST ALONG THE EAST LINE OF SAID NORTHEAST QUARTER OF SECTION 20, A DISTANCE OF 1479.34 FEET TO THE NORTHEAST CORNER OF SAID SOUTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTIfEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20: THENCE W)RTH 8a74'S3' WEST ALONG THE NORTH WINE OF SAID S" HALF OF THE NORTH HALF OF THE ucRTR Kw OF THE squTwAsT QUARTER OF THE NoirapsT MAWTER OF SECTION 21% A DISTANCE OF jagile NET To INS WESTERLY RIGHT-CF-WAY LINE OF PRIMARY STATE HIGHWAY NO. I (US Vi) THE Or aQMNM: THENCE "C"T'"VE ALONG SAID NORTIA UNE NORTI_= WE T A DISTANCE OF 1105E NET To THE NORTHWEST CORNER OF SAID SOUTH HALF OF THE NORTH HALF OF THE NORTH HALF OP THE SOUTHEAST QUARTER OF THE NORTHEAST OUARTER OF SECTION 207. THIENrE SOUTH 0114'=' wE.5,T ALONG THE WREST LINE OF WD SOUTHEAST QUARTER OF THE NORTHEAST OIJARTER OF SECTON 20.-AL OIS7ANIM OF 321110 FEET TO THE SOUTHWEST CORNER OF SATO NORTH HALF OF THE SOUTH HALF OF 114F NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OP =110N M THENCE SOUTH W4fy Qr EAST ALONG THE SOUTH UNC OF SAID NORTH HALF OF THE SOUTH HALF OF THE NORTH HALF OP THE SOUTHEAST OUARFER OF THE NORTHEAST QUARTER OF SECTION 20, A OIStAXCE OF 1034.43 FEET TO SAID wESTVILY RIGHT-OF-WAY UWE OF PRIMARY STATE HIGHWAY NO. 1 (US 99); THENCE NORTH 22'49'31" EAST ALONG SAID WESTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 115.81 FEET TO THE BEGINNING OF A CURVE TO THE LEFT: THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 2815.00 FEET THROUGH A CENTRAL ANGLE OF 04'21'52" AN ARC OV06NCE OF 214.43 FEET. THENCE NORTH 71'32'21" WEST, A DISTANCE OF 10.00 FEET TO THE BEGINNING OF A CURVE To THE LEFT: THENCE ALOHA SAMCUVE TO THE LEFT HAVING A RADIUS OF 2505.00 FEET THROUGH A CENTRAL ANGLE OF 24' AN ARC OfSTANCE OF 16.65 FEET TO THE TRUE POINT OF BEGINNING, SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. GENERAL NOTES 1. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SIR 9500 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-09Q 2 LEGAL DESCRIPTION AND EASEMENTS BASED UP1IO4 FIDELITY NATIONAL TITLE COMPANY OF WASKINGWIN. A.L.T.A. COMMITMENT, ORDER NO. 0170646, DATED SEPTII 21, 120 AT a 00 mit. FOR ALL OTHER klArtM OF RECORD SEE THE ABOVE REFERENCE TITLE REPORT- 3. THE INFORMATION DEPICTED On THIS DRAWING REPRESENTS THE RESULTSOF A SURVEY MADE OC�TOIEER 20 - NOVEMIUR 3, 1499 AND CAN ONLY BE CCI4SLDEI� AS INDICATING THE GENERAL 00NOPTIDWS AT THE TIM 4, UNDERGROUND UTILITIES WERE LOCATED BASED ON THE �LWACE EVIDENCE OF UTILITIESCGRATES, COMERS. 10% ET;) AND INFORMATION SUPPLIED BY THE UTIUTY PURVEYORS, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 5. SECTION BREAKDOWN FROM REOOM OF SURVEY RECORDED IN BOOK WATI 110 OF SUR%VS AT PAGES 36 AND 36A, RECORDS OF KING COUNT ELEN WASHINGTON. UPS 6. CENTERLINE OF PACIFIC HIGHWAY SOUTH WAS LOCATED BY HOLDING WCA OF FOUND MONUMENTS AND INFORMATION SHOWN ON RECORD SURVEY (3/1 RECORDED IN BOOK 110 OF SURVEYS AT PAGES 36 AND 36A, RECORDS OF KING COUNTY, WASHINGTON. CURVES WERE CALCULATED BY HOLDING THE TANGENTSDERIVED FROM THE FOUND MONUMENTS AND THE CURVE RADIUS AS.SHOWN ON THE RIGHT OF WAY PLAN PREPARED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION TITLED "SR 99, KING COUNTY, MONDO TO TACOMA' APPROVED MAY 25, 1928 WITH THE DATE OF LAST REVISION OF 2-7-85. 7- REFERENCE: RECORD OF SURVEY BOOK 30, PAGE 75 RECORD OF SURVEY BOOK 110, PAGES 36 AND 36A RECORD OF SURVEY COUNTY. 4, PAGE 140 RECORDS OF KING WASHINGTON. BENCH MARKS CITY OF FEDERAL WAY BENCH MARK NO, 2168-5-1 ELEV=346 811 FEET RAM -SET �/WASHER ON EAST SIDE EDGE OF TELEPHONE PEDESTAL AT NORTHWEST CORNER OF SOUTH 335TH AND PACIFIC HWY SOUTH CITY OF FEDERAL WAY BENCH MARK NO. 2168-8-1 ELEV=309,777 FEET RAM -SET w/BRASS WASHER IN NEW §WAIL POLE BASE 50 FEET SOUTH OF HWY 16/1-5 DIRCIPTION SIGN B.M. "UHAUL" ELEV-311,32' FEET RAILROAD SPIKE IN EAST FACE OF POWER POLE #34183 (1- UP) POLE IS APPROX, 160- SOUTH OF SOUTHEAST CORNER OF SITE ALONG THE WEST SIDE OF PACIFIC HWY SOUTH. AREA 360,364 SF or 8_27 ACRES WATER SURFACE E..EVATIQN ON THE UPSTREAM SIDE OF WEIR = 280,3 ON (3/13/01) WOR Ir PVC IN S. ;:r PVC OUT S. CTR CHNL IE=270-66' N88*45'56"W 1-13 SURFACE ON dN AM IETOF DRAINAGE FACILITIES EASEMENT STORM WATER POND REC. NO.'S 950911607 & 9509110608 WATER SURFACE ELEVATION = 275 6 iz- PVC Ir PVC IN E OUT S. CTR CHNL IE-265.56' o SITE FEDERAL WAY SANITARY SEWER EASEMENT KMrG =MTY Ziupwop coun CAUSE NO- 923293 Ic' p m-270- TU_ff__ 12- PVC IN N. V Ir PVC OUT W. CTR CHNL E=259.43' 5' 968 B4' IIIE 30' COK = 277,0 ' E. VXI.5' OPENING = 294"013 N,. &, W. r NU` .E NC 285.16' W, " = 6.139' N, Q.NC 2 - '0: C."; 17 U :FE 14 21��E 0: '1 E. r _2V I& I, 4 2.7 N.W. VICINITY MAP (N.T.S.) 88-46'31'W 2627,85' LEGEND CS ---- CATCH BASIN EJ9 --- ELECT. JCT. BOX EOW --- EDGE OF WATER FH .... FIRE HYDRANT PP .... POWER POLE TP ---- TELEPHONE POLE SDMH STORM DRAIN MANHOLE SSMH SANITARY SEWER MANHOLE TS ---- TRAFFIC SIGNAL TSL --- TRAFFIC SIGNAL ./UGHT WCR .. WHEEL CHAIR RAMP U E LEGEND -P_ OVERHEAD POWER _SS_ SANITARY SEWER _SD_ STORM DRAINAGE -T- OVERHEAD TELEPHONE 1-3 WETLAND FLAG LOCATION (Typ.) SP-3 SAMPLE PLOT LOCATION F' (TYP.) EP-3 EXPLORATION PIT LOCATION (TYPj RIP -RAP ROCK AA_ if 1 1143.15' ' (114-3.5a I PIE k k EP-1 (I 43t RECORD) I 103&W 1 If it, 4 .7 Fill) 1/2' MAR -/CAP LS VINT (N2tnd REM' 1- 11' RI IN S IE_ 304.96' OUT N. Ili=30C88' N SCALE: I" = 50' GRAPHIC SCALE BASIS OF BEARING ASSUMED BEARING OF NORTH 0112'21" EAST ALONG THE EAST LINE OF SECTION 20. TOWNSHIP 21 NORTH, RANGE 4 EAST, RM, DATUM N.G.V.D. 1929 CONTOUR INTERVAL 16fH AVE S. 1+1 2" IRON PIPE IN CASE CALC'D POSITION PER R.Q.S.BOOK 110, PG 36A r V CONIC PILLED M CLAY PIPE ./COPPER TACK DOM 0-7V IN CASE 0 C, PACEM HWY SO. (10-26-.) SSUH -AL' — B" PVC IN S & E. 8' PVC OUT W. CTR CHNL IE=297.04' 1' CONTOUR INTERVAL 6' PVC IN E. PVC OUT CTR CHNL ]E=295.97' SOMH '0' Mw 24' D.I.P. IN S. IE=30(L52' IN N. 2,r OJI OUT WIIE-30(132- jr PVC OUT rW� v, CTR CML -276 9Y 19�CTY OF No, FE2168_sO:I r_ A--- DOI 9 .51. R=2805.00' L-16.20' 11.7 A-00I R=2805M' (RECORD) T 4. 1000, w1l" ts v 6NNWCA %7; CAL& Q.DATA CURVE DATA 21*381 R = 2865,00' L = 1081.80' EP-8 STATE r, CURVE DATA A = 21'37' - R 2865.00' L - 101210.81Y LIN. 2" CONG FILLED IRON PIPE gASS TACK DOWN1,3' IN CASE ( ED 6") 0 P.T. rk PACIFIC HWY SC, EP-9 P (10_20-99) UNABLE TO — ' LOCATE END OF PIPE F�l kT ------------- LQ 5 D LP. IN a IE-303,90' JS_ EL P. OUT W_ IE=30184' FND 1/2 REPAIR (NO CAP) FND /2: R�BAR ./CAP "R.T, 15042 IN PROXIMITY OF THE PROP. COP. FIND 2" IRON PIPE /HUB TACK DOWN '-. I. CASE EAST 1/4 CORNER 20-21-4 I PACIFIC -WY So. FND 1-1/2" S. BRASS DISK ./PUNCH DOWN O.B ' 0 INTX 344TH ST. & 16TH AVE S (10-211-99) 55t (R.", BOOK 30, PG.75) 21 ORA TRIAD JOB NO. 99-355 01997 INTERNATIONA J� I ••1 1 .! li!'{y}l SIl1 1 1 1 I; 1 I �, I •C t".�:',�y�1i11�1!{Ill�l II1 °' '.(1 0', o° w' 1 �.. 1 fl ll'1�I[II.2g6^i rY'__ ��--�+�-��ri{•,rT•sn�..�w*� �'�" it 11�t1s --- �:'.-,; :•:, INt11I{lil Ill it {- '� v .� • `i+ 11lltll�lili, i' I t'i-�� y liiliilil'lilll3 J� P {F ' II,III " '-e1--, R �rr�+ iflllllljll�li�� l - F IIl�fif' t f +�� e Itfllflllll,li�i I i. Wet/and Limit., ;In1111T1111 ;;+ 1 T13111 r t t I �. I r- Per Delineation ", i•1Ijl;illlll By AESI �1151'F1lll , 'r' Iljlltlllll 1 I I�.:,�lfili I I�" S��li1��11 •`lllill .:Ili 'Il li 1 !! t11f ;:11l1111}iRl � / I111�}Till ' � 1111lj�lpi li l 11l 11 � ++;- •-!jI11Il!TI3l31 �191riT1f iT 11lI!iflf! ,tilt: } j , u ul I•� �''��; �fl yl I r , I'�. II 111i{111f 1 I _ ;� ,-.`,- = _ � �1.:�� .. Ilillll�flf �lfi' t •ti l ;�-: �"��1{I Ili I}l•1II =A �l" ,s111 d1111N1f i V t - _ 0 . e-■ + c Fm� eccmll�l®T��ygfw,calw musat�rd� NJ 1 ■ /� ■Ira ■ �' �� ■ �. ■■■ ■ - --. 109 Type 1andscpgO =_----��rPLANT �p O LIST SYMBOL BOTANICAL/COMMON NAME SIZE CONDITION/REMARKS DECIDU01J8 TIMES ACER GINNALA/ 1-I/2" CAL. BIB �J AMUR MAPLE ACER GRISEUM/ 1-1/2"CAL. B.B PAPERBARK MAPLE } - Cf2ATAEGUS PHAENOPYFWM/ 1-1/2" CAL. BIB WASHINGTON THORN FRAXINUS PENNSYLVANICA 'MARSHALLS'/ I-1/2" CAL. BIB MARSHALLS SEEDLESS ASH CONIFERJOUS TREES CALOCEDIOIS DECURRENS/ 6' HT 545 INCENSE CEDAR PINUS NIGRA/ 6' HT 545 AUSTRIAN BLACK PINE SFIIIYbS ® MYRICA CALIFORiICW 5 GAL. 545/CONT., 5 FT. OC. PACIFIC WAX MTRTLE 24" MIN. ® PRUNUS LAUROCERASUS/ 5 GAL. 54B/CONT., 3-1/2 FT. OC. LAUREL 24" MIN. Q ROSA R1IGOSA/ 5 GAL. 545/CONT., 5 FT. OC. WILD ROSE 24" MIN. QV VIBURNUM PLICATUM 'TOMENTOSUM'/ 5 GAL. B45/CONT., 5 FT. OC. DOUBLE FILE VIBURNUM 24" MIN. GRpBiDCOVER PEpewiALS, EULDS, VINES C0TC1N£A6TER DAMMERI/ I GAL. CONT, 2' O.C. BEARBERRY SEEDED AREA 0f"' L10, : LANDSCAPE DATA TREE RETENTION DATA TOTAL SIGNIFICANT TREES THERE ARE NO SIGNIFICANT TREES ON SITE EXISTING TREES TO BE RETAINED NOT APPLICABLE EXISTING TREES TO BE REMOVED NOT APPLICABLE TOTAL LANDSCAPE AREA 34,040 SF INCLUDES FRONTAGE LANDSCAPING PARKING LOT LANDSCAPE AREA 2241 SF DROUGHT TOLERANT LANDSCAPE AREA 31,43-1 SF (INCLUDES ALL LANDSCAPED AREAS EXCEPT LAWN ALONG FRONTAGE) LANDSCAPE AREA TO BE IRRIGATED WITH 2603 SF A PER1ANANT IRRIGATION SYSTEM (INCLUDES FRONTAGE AREA WITH LAWN) DROUGHT TOLERANT PLANTING AREAS SHALL RECEIVE TEMPORARY IRRIGATION DURING ESTABLISHMENT AND/OR SHALL HAVE A PE1741ANANT SYSTEM INSTALLED THAT IS USED ONLY AS NECESSARY WHEN CLIMATIC CONDITIONS REQUIRE ADDITIONAL WATER FOR PLANT SURVIVAL. N U V SCALE: 1" = 30' a 75 ]U fl0 Geotechnical Engineering 0 Water Resources Solid and Hazardous Waste RN Ecological/Biological Sciences � Geologic Assessments LJ Associated Earth Sciences, Inc. Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report FEDERAL WAY U-HAUL Federal Way, Washington Prepared for U-HAUL International, Inc. Project No. KEO1111G June 13, 2001 1 SUBSURFACE EXPLORATION, GEOLOGIC HAZARD, AND PRELIMINARY GEOTECBMCAL ENGINEERING REPORT FEDERAL WAY U-HAUL Federal Way, Washington Prepared for: U-HAUL International, Inc. 2727 North Central Avenue P.O. Box 21502 Phoenix, Arizona 85036-1502 Prepared by: Associated Earth Sciences, Inc. 911 5' Avenue, Suite 100 Kirkland, Washington 98033 425-827-7701 Fax: 425-827-5424 June 13, 2001 Project No. KEO1111G Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way, Washington Proiect and Site Conditions I. PROJECT AND SITE CONDITIONS 1.0 INTRODUCTION This report presents the results of our subsurface exploration, geologic hazard, and preliminary geotechnical engineering study for the proposed Federal Way U-HAUL facility in Federal Way, Washington (Vicinity Map, Figure 1). The approximate locations of the explorations accomplished for this study are presented on the Site and Exploration Plan, Figure 2. Once the final design of the project has been completed, the conclusions and recommendations contained in this report should be reviewed and modified, or verified, as necessary. 1.1 Purpose and Scope The purpose of this study was to provide subsurface data to be utilized in the design and development of the above -mentioned project. Our study included a review of available geologic literature, drilling exploration borings, excavating exploration pits, and performing geologic studies to assess the type, thickness, distribution, and physical properties of the subsurface materials and shallow ground water conditions. Geologic hazard evaluations and preliminary geotechnical engineering studies were also conducted to determine suitable geologic hazard mitigation techniques if needed, the type of suitable foundations, allowable foundation soil bearing pressures, anticipated foundation settlements, basement/retaining wall lateral pressures, floor support recommendations, and geotechnical drainage considerations. This report summarizes our fieldwork and offers development recommendations based on our present understanding of the project. 1.2 Authorization Written authorization to proceed with this study was granted by Ms. Parul Butala of U-HAUL International, Inc. Our study was accomplished in general accordance with discussions with Mr. Don Hill of Triad Associates, and Associated Earth Sciences, Inc.'s (AESI's) proposal L letters dated January 15, 2001 and March 28, 2001. This geotechnical report is Task III of the initial January proposal. The January proposal also consisted of a Wetland and Stream Delineation and Classification Report (Task I) and a Wetland/Stream Impact Assessment (Task ` II). Tasks I and II are included in a separate report. This geotechnical report (Task III) has I been prepared for the exclusive use of U-HAUL International, Inc. and their agents for specific application to this project. Within the limitations of scope, schedule, and budget, our services have been performed in accordance with generally accepted geotechnical engineering and engineering geology practices in effect in this area at the time our report was prepared. No i other warranty, express or implied, is made. Our observations, findings, and opinions are a I means to identify and reduce the inherent risks to the owner. June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. JDC/ap - KE01111G2 - D:IWPIap14-01 - W2K Page 1 Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way, Washington Project and Site Conditions 2.0 PROJECT AND SITE DESCRIPTION Present plans call for the construction of a storage and customer service center facility on the easterly portion of the site. The main building will be a two-story, moderately loaded, metal - frame structure that will be constructed near the east side of the site. A lightly loaded mini - storage building, concrete -paved truck parking, and canopy -covered RV storage are to be built to the west of the main building. The project site consists of the roughly rectangular shaped parcel fronting some 345 feet on the west side of Pacific Highway South. The property extends some 500 to 600 feet to the west of existing wetlands and ponds. The property is bounded by commercial properties to the north and south. The site slopes at low angles down to the west from Pacific Highway South. This eastern half of the site has approximately 15 feet of elevation change over some 500 feet and is covered with grass and scattered brush. 3.0 SUBSURFACE EXPLORATION Our field study included excavating nine exploration pits, drilling three exploration borings, and conducting a geologic reconnaissance to gain information about the site. The various types of materials and sediments encountered in the explorations, as well as the depths where characteristics of these materials changed, are indicated on the exploration logs presented in the Appendix. The depths indicated on the logs where conditions changed may represent gradational variations between sediment types in the field. Our exploration pits were located in the field by survey, while the exploration borings were located by measuring from existing site features. The exploration locations are shown on the Site and Exploration Plan, Figure 2. The conclusions and recommendations presented in this report are based on the explorations completed for this study. The number, location, and depth of the explorations were completed within site and budgetary constraints. Because of the nature of exploratory work below ground, extrapolation of subsurface conditions between field explorations is necessary. It should be noted that differing subsurface conditions may sometimes be present due to the random nature of deposition and the alteration of topography by past grading and/or filling. The nature and extent of any variations between the field explorations may not become fully evident until construction. If variations are observed at that time, it may be necessary to re- evaluate specific recommendations in this report and make appropriate changes. 3.1 Exploration Pits Nine exploration pits were completed by a subcontracted backhoe. All of the exploration pits except one (exploration pit EP-5) were excavated to 13 feet below the surface. Exploration pit EP-5 was terminated at 10 feet below the surface due to refusal in concrete rubble. During the June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. JDClap - KE01111 G2 - D: I WP1ap 14-01 - W2K Page 2 Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way. Washington Project and Site Conditions excavating, samples were obtained of each distinct soil type in each pit. The samples obtained from the pits were classified in the field and representative portions placed in watertight containers. The samples were then transported to our geotechnical laboratory for further visual classification and geotechnical laboratory testing, as necessary. The pits were continuously observed and logged by an engineering geologist from our firm. The exploration logs presented in the Appendix are based on the field logs, excavation rates and action, and inspection of the samples secured. 3.2 Exploration Borings Three exploration borings were completed by advancing a 4.25-inch inside -diameter, hollow - stem auger with a subcontracted truck -mounted drill rig. During the drilling process, samples were obtained at 5-foot intervals. The borings were continuously observed and logged by an engineering geologist from our firm. The exploration logs presented in the Appendix are based on the field logs, drilling action, and inspection of the samples secured. Disturbed but representative samples were obtained by using the Standard Penetration Test procedure in accordance with ASTM:D 1586. This test and sampling method consists of driving a standard 2-inch outside -diameter, split -barrel sampler a distance of 18 inches into the soil with a 140-pound hammer free -falling a distance of 30 inches. The number of blows for each 6-inch interval is recorded and the number of blows required to drive the sampler the final 12 inches is known as the Standard Penetration Resistance ("N") or blow count. If a total of 50 blows are recorded at or before the end of one 6-inch interval, the blow count is recorded as 50 blows for the number of inches of penetration. The resistance, or N-value, provides a measure of the relative density of granular soils or the relative consistency of cohesive soils. These values are plotted on the attached boring logs. The samples obtained from the split -barrel sampler were classified in the field and representative portions placed in watertight containers. The samples were then transported to our geotechnical laboratory for further visual classification and geotechnical laboratory testing, as necessary. 4.0 SUBSURFACE CONDITIONS Subsurface conditions at the project site were inferred from the field explorations accomplished for this study, visual reconnaissance of the site, and a review of applicable geologic literature. We reviewed geologic data for the site based on the U. S. Geological Survey (USGS) Geology of the Poverty Bay Quadrangle, Washington by Waldron (1961). This map indicates that the site is underlain by a mantling of sand and gravel over ground moraine deposits (till). Our explorations encountered stratigraphy that was not in agreement with the USGS mapped stratigraphy. It appears that the original upper sand, gravel, and possibly till that were on the June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. JDClap - KE01111 G2 - D: IWPlap14-01 - W2K Page 3 Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way, Washington Project and Site Conditions site was mined and removed from the site to be replaced by fill. As shown on the field logs, the explorations generally encountered loose to medium dense fill overlying an alluvial deposit consisting of loose/medium stiff sand, clayey silt, and silty clay, overlying dense to very dense advance outwash sand and gravel. The following section presents more detailed subsurface information organized from the upper (youngest) to the lower (oldest) material and sediment types. 4.1 Strati ra h Fill Fill soils were encountered to the full depth (10 to 13 feet) excavated in all nine exploration pits and in the upper 15 to 31 feet of the borings drilled at the site. Generally, the fill consisted of a an upper fine to coarse sand with trace to little silt (outwash sand source) from the surface to between 2 and 6 feet below the surface. Below this, the fill was generally a silty sand or sandy silt with little amounts of gravel (till or glaciolacustrine source). The fill is well suited for parking lot support with minor surficial reworking and poorly to moderately suited for building support, depending on the building loads and settlement tolerances. Most of the fill may be suitable for reuse in structural areas if pockets of debris and silt are removed and the soil recompacted, weather and moisture content permitting. Glaciolacustrine Below the fill, in exploration borings EB-1 and EB-2, an alluvial deposit of loose/medium stiff clayey silt, silty clay, and fine to medium sand was encountered. This alluvial deposit was encountered between 31 and 36 feet below the surface in EB-2. The deposit was encountered from 26 feet below the surface through to the end of the boring at 39 feet below the surface in EB-1. Advance Outwash An advance outwash deposit of very dense sand and gravel with trace amounts of silt was encountered below the alluvium in EB-2 and below the fill in EB-3. EB-2 and EB-3 were terminated in this deposit at 38.5 and 24 feet below the surface, respectively. 4.2 Hydrology Ground water seepage was encountered in exploration pits EP-1, EP-2, EP-4, EP-9, and exploration boring EB-1 at the time of our field study. The seepage was slight and estimated at between 1 and 3 gallons per minute and was encountered approximately 3 to 5 feet below the surface at these exploration locations. The ground water encountered is interpreted as a perched condition. The perched water occurs when surface water infiltrates down through the June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. JDC/ap - KE01111G2 - D:MPIap14-01 - W2K Page 4 Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way Washington Project and Site Conditions relatively permeable upper fill and becomes trapped or perched atop a comparatively impermeable barrier such as the siltier, lower fill or atop less permeable native deposits. During the wetter winters and springs, ground water levels may rise above the current level. It should be noted that fluctuations in the level of the ground water may also occur at any time of the year and due to variations in rainfall, irrigation, pond, and stream levels. L i L �- June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. JDClap - KE01III G2 - D: I WPIapl"I - W1K Page 5 L_ Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way, Washington Geologic Hazards and M ations II. GEOLOGIC HAZARDS AND MITIGATIONS The following discussion of potential geologic hazards is based on the geologic, slope, ground water, and surface water conditions as observed and discussed herein. The discussion will be limited to seismic, erosion hazards, and landslide hazards. 5.0 SEISMIC HAZARDS AND RECOMMENDED MITIGATION Earthquakes occur in the Puget Lowland with great regularity. The vast majority of these events are small and are usually not felt. However, large earthquakes do occur as evidenced by the 1949, 7.2 magnitude event, the 1965, 6.5 magnitude event, and the 2001, 6.8 magnitude event. The 1949 earthquake appears to have been the largest in this area during recorded history. Evaluation of return rates indicates that an earthquake of a magnitude between 6.0 and 7.0 is likely within a given 15- to 20-year period. Generally, there are four types of potential geologic hazards associated with large seismic events: 1) surficial ground rupture; 2) seismically induced landslides; 3) liquefaction; and 4) ground motion. The potential for each of these hazards to adversely impact the proposed project is discussed below. 5.1 Surficial Ground Rupture Generally, the largest earthquakes, which have occurred in the Puget Sound area, are sub - crustal events with epicenters ranging from 50 to 70 kilometers in depth. For this reason, no surficial faulting or earth rupture, as a result of deep, seismic activity has been documented, to date, in the vicinity of the site. Therefore, it is our opinion, based on existing geologic data, that the risk of surface rupture impacting the proposed project is low and no mitigations are necessary. 5.2 Seismically Induced Landslides Based on the existing geologic data and the lack of significant existing or proposed slopes at the site, it is our opinion that the risk of seismically induced landslides is low and no mitigation efforts are necessary. 5.3 Liquefaction The encountered stratigraphy at the site has a low potential for liquefaction due to its generally medium dense to very dense state and lack of true shallow ground water conditions. Therefore, no mitigation efforts are necessary. June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. JDC/ap - KE01111G2 - DJWPIapW-01 - W2K Page 6 Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way, Washington Geologic Hazards and Mitigations 5.4 Ground Motion It is our opinion that any earthquake damage to the proposed building could be caused by a combination of intensity and acceleration associated with the event. This is based on the site stratigraphy and visual reconnaissance of the site. Structural design of the building should follow current Uniform Building Code (UBC) standards for seismic Zone 3 and a soil profile type SD. No additional mitigation efforts are necessary. 6.0 EROSION HAZARDS AND MITIGATION To mitigate and reduce the erosion potential and off -site sediment transport during construction, we recommend the following: 1) All storm water from impermeable surfaces including driveways, parking areas, and roofs should be discharged into the storm sewer system. 2) Temporary sediment catchment facilities may be constructed to intercept sediment eroded during the construction phases of the proposed project prior to the storm water's discharge into the storm sewer system. 3) Check dams should be used to control surface run-off across the site and silt fences should be placed along the lower elevations. 4) Earthwork should proceed during the drier periods of the year, if possible, and disturbed areas should be covered or re -vegetated as soon as possible. 5) Soils, which are to be reused around the site, should be stored in such a manner as to reduce erosion. Protective measures may include, but are not necessarily limited to, covering with plastic sheeting, the use of graded stockpiles, and/or the use of hay bales and I silt fences to surround the stockpiles. June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. JDC/ap - KE01111G2-D:IWPIap14-01 - W2K Page 7 Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way, Washington Design Recommendations III. DESIGN RECOMMENDATIONS 7.0 INTRODUCTION Our exploration indicates that, from a geotechnical standpoint, the parcel is suitable for the proposed development provided the risks discussed are accepted and the recommendations contained herein are properly followed. The existing fill on the site is considered a moderately suitable bearing material, primarily suited to parking lot support. The ideal bearing stratum (advance outwash sand and gravel) is between 15 to 36 feet below the surface in vicinity of the eastern buildings and greater than 39 feet in the western parking and RV storage portion of the site. Several options exist for support of the new buildings. Where the loads are moderate as they are with the proposed two-story main building, selective removal and replacement of the existing fill with new structural fill below the new building is recommended. Total settlement amounts were estimated for several removal and replacement depths. These are as follows: Settlement with no new fill pad: 11/2 to 3 inches Settlement with 3 feet of new structural fill: 11/2 to 21/2 inches Settlement with 5 feet of new structural fill: 1 to 21/2 inches Settlement with 10 feet of new structural fill: 1 to 2 inches If these settlement amounts are not considered acceptable, then placing the building on piling extending through the existing fill and alluvium into the underlying advance outwash is recommended for the building's support. We are available to provide pile foundation design parameters and installation observation services if required. Where the structures are lightly f loaded and are of a more settlement -tolerant structure type, placing the buildings on a f minimum 3-foot-thick structural fill pad is recommended. Concrete -paved parking lots and canopy foundations may be placed on the existing fill following its proper recompaction, as subsequently recommended. Scattered areas in the parking lots and below canopy footings may need overexcavation and replacement. It should be recognized that construction above existing fill soils carries an inherent risk, regardless of the remedial efforts provided to the fill surface. Pockets or layers of organic -rich or soft fill soils left in place will result in post - construction settlement. The magnitude and duration of settlement is difficult, at best, to predict. If post -construction settlement is intolerable, the use of pile foundations is t recommended. In addition, more frequent pavement repairs and a reduced pavement design life should be expected. June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. JDC/ap-KE01111G2-D:MPIapW-01-6i2K Page 8 Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way, Washington Design Recommendations 8.0 SITE PREPARATION Existing fill should be removed to the selected depth below subgrade elevations of new building footings. Existing fill under new parking and canopy areas should be reworked/recompacted to a minimum 12 inches below proposed subgrade. Deeper excavation locally should be expected. Areas where loose or soft, surficial soils remain in the parking areas, below canopy footings, or below lightly loaded buildings may require additional overexcavation and replacement with structural fill. The depth and extent of overexcavation can best be determined in the field by the geotechnical engineer or engineering geologist. We recommend that parking and canopy areas be proofrolled with a loaded dump truck to identify any soft areas. Generally, overexcavation greater than 5 feet below grade should not be necessary. In our opinion, stable construction slopes should be the responsibility of the contractor and should be determined during construction. For estimating purposes, however, we anticipate that temporary, unsupported cut slopes in the fill and the underlying alluvium can be made at a maximum slope of 2H:1V (Horizontal: Vertical) while unsupported cuts in the lower advance outwash sand and gravel may be made at a maximum slope of 1.511:1V. As is typical with earthwork operations, some sloughing and raveling may occur and cut slopes may have to be adjusted in the field. In addition, WISHA/OSHA regulations should be followed at all times. The on -site soils contain a moderate to high amount of fine-grained material (silt and clay), which makes them moisture sensitive and subject to disturbance when wet. The contractor must use care during site preparation and excavation operations so that the underlying soils are not softened. If disturbance occurs, the softened soils should be removed and the area brought to grade with structural fill. 9.0 STRUCTURAL FILL We understand that no major grade changes are anticipated at the site and, as such, the use of structural fill will be limited mainly to fill pads below the buildings. All references to structural fill in this report referring to subgrade preparation, fill type, placement, and compaction of materials are discussed in this section. If a percentage of compaction is specified under another section of this report, the value given in that section should be used where indicated. After stripping, planned excavation, and required overexcavation has been performed to the satisfaction of the geotechnical engineer/engineering geologist, the exposed ground should be recompacted to 92 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. This recompacted surface should also be firm and unyielding. If the subgrade June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. JDClap - KEOIIIIG2 - D: I WPlap 14-01 - W2K Page 9 Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way, Washington Design Recommendations contains too much moisture or ground water seepage, adequate recompaction may be difficult or impossible to obtain and should probably not be attempted. In lieu of recompaction, the area to receive fill should be blanketed with washed rock or quarry spalls to act as a capillary break between the new fill and the wet subgrade. Where the exposed ground remains soft and further overexcavation is impractical, placement of an engineering stabilization fabric may be necessary to prevent contamination of the free -draining layer by silt migration from below. After recompaction of the exposed ground is tested and approved, or a free -draining rock course is laid, structural fill may be placed to attain desired grades. Structural fill is defined as non -organic soil, acceptable to the geotechnical engineer, placed in maximum 8-inch loose lifts, with each lift being compacted to 95 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. The top of the compacted fill should extend horizontally outward a minimum distance of 3 feet beyond the location of the perimeter footings or roadway edge before sloping down at an angle of 211:1V or shallower. The contractor should note that any proposed fill soils should be evaluated by AESI prior to their use in fills. This would require that we have a sample of the material 48 hours in advance of filling activities to perform a Proctor test and determine its field compaction standard. Soils in which the amount of fine-grained material (smaller than the No. 200 sieve) is greater than approximately 5 percent (measured on the minus No. 4 sieve size) should be considered moisture sensitive. Use of moisture -sensitive soil in structural fills should be limited to favorable dry weather conditions. The on -site soils generally contained significant amounts of silt and are considered moisture sensitive. In addition, construction equipment traversing the site when the soils are wet can cause considerable disturbance. If fill is placed during wet weather or if proper compaction cannot be obtained, a select import material consisting of a clean, free -draining gravel and/or sand should be used. Free -draining fill consists of non -organic soil with the amount of fine-grained material limited to 5 percent by weight when measured on the minus No. 4 sieve fraction (such as the Washington State Department of Transportation 9.03.14[1] gravel borrow, modified to less than 5 percent fine). A representative from our firm should inspect the stripped subgrade and be present during placement of structural fill to observe the work and perform a representative number of in - place density tests. In this way, the adequacy of the earthwork may be evaluated as filling progresses and any problem areas may be corrected at that time. We are available to aid in developing a suitable monitoring and testing frequency. June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. JDC/ap - KE01111G2 - D:IWPIap1401 - W2K Page 10 Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way Washington Design Recommendations 10.0 FOUNDATIONS 10.1 Spread Footings Building footings should be founded atop new structural fill pads. Building footings should not be founded directly on the existing old fill. Building loads may also be supported on a driven or drilled pile foundation embedded into the underlying natural advance outwash. Canopy footings may be founded on recompacted existing fill when the upper 12 inches is compacted to 95 percent or greater of its modified Proctor value (see Section 9.0) We recommend that an allowable foundation soil bearing pressure of 1,500 pounds per square foot (psf) be utilized for design purposes, including both dead and live loads. An increase of one-third may be used for short-term wind or seismic loading. Perimeter footings should be buried at least 18 inches into the surrounding soil for frost protection and interior footings require only 12 inches of burial. However, all footings must penetrate to the prescribed bearing stratum and no footing should be founded in or above loose, organic, or existing fill soils. All footings should have a minimum width of 18 inches. It should be noted that the area bounded by lines extending downward at 1H:1V from any footing must not intersect another footing or intersect a filled area which has not been compacted to at least 95 percent of ASTM:D 1557. In addition, a 1.5H:1V line extending down from any footing must not daylight because sloughing or raveling may eventually undermine the footing. Thus, footings should not be placed near the top edge of steps or cuts in the bearing soils. Disturbed soil not removed from footing excavations prior to footing placement could result in increased settlements. Estimated settlements associated with the existing fill are presented in Section 7.0 of this report. These estimates represent total settlements. Differential settlements may approach the total settlement estimates. AESI should observe all footing areas prior to placing concrete to verify that the design bearing capacity of the soils has been attained and that construction conforms to the recommendations contained in this report. The City of Federal Way may require these inspections. Perimeter footing drains should be provided as discussed under the section on Drainage Considerations. 11.0 LATERAL WALL PRESSURES All backfill behind walls or around foundation units should be placed as per our recommendations for structural fill and as described in this section of the report. Horizontally backfilled walls that are free to yield laterally at least 0.1 percent of their height may be designed using an equivalent fluid equal to 35 pounds per cubic foot (pcf). Fully restrained, horizontally backfilled rigid walls that cannot yield should be designed for an equivalent fluid of 50 pcf. LJune 13, 2001 ASSOCIATED EARTH SCIENCES, INC. JDClap - KE01111G2 - D: IWPIap14-01 - W2K Page 11 L Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way, Washin ton Design Recommendations The lateral pressures presented above are based on the conditions of a uniform horizontal backfill consisting of imported sand and gravel compacted to 90 percent of ASTM:D 1557 within 3 feet horizontally of the wall. A higher degree of compaction is not recommended this close to the wall, as this will increase the pressure acting on the wall. Lower compaction amounts may result in settlement of structures above the walls. Beyond 3 feet from the back of the wall, the structural fill should be compacted to 95 percent of ASTM:D 1557. The compaction levels are critical and should be tested during placement. Surcharges from adjacent footings, heavy construction equipment, or sloping ground must be added to the above values. Footing drains should be provided for all retaining walls as discussed under the section on Drainage Considerations. It is imperative that proper drainage be provided so that hydrostatic pressures do not develop against the wall. This would involve installation of a minimum 1-foot-wide imported, washed gravel blanket drain, a Mira -Drain 6000 drainage mat, or equivalent for the full wall height (excluding the upper 1 foot). 11.1 Passive Resistance and Friction Factors Retaining wall footings cast directly against existing fill soils in a trench may be designed for passive resistance against lateral translation using an equivalent fluid equal to 200 pcf. The passive equivalent fluid pressure diagram begins at the top of the footing; however, total lateral resistance should be summed only over the depth of the actual key (truncated triangular diagram). If footings are placed on grade and then backfilled, the top of the compacted backfill must be horizontal and extend outward from the footing for a minimum lateral distance equal to three times the height of the backfill, before tapering down to grade. With backfill placed as discussed, footings may also be designed for passive resistance against lateral translation using an equivalent fluid equal to 250 pcf and the truncated pressure diagram discussed above. The passive resistance value includes a factor of safety equal to 3 in order to reduce the amount of movement necessary to generate passive resistance. The friction coefficient for footings cast directly on undisturbed, medium dense sands may be taken as 0.3. This value includes a safety factor of at least 1.5. Since it will be difficult to excavate these soils without disturbance, the soil under the footings must be recompacted to 95 percent of the above -mentioned standard for this value to apply. 12.0 FLOOR SUPPORT Slab -on -grade floors may be constructed on a structural fill pad as mentioned above. Floor slab settlements may approach the magnitude of foundation settlement previously presented. Significant reduction of these settlement amounts would require a structurally supported floor slab. In order to limit moisture intrusion through floor slabs, the slabs should be constructed June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. JDC/ap - KE01111G2 - D:IWPIap14-01 - W2K Page 12 Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Wav, Washington Design Recommendations atop a capillary break material and a vapor barrier. The capillary break material should consist of a minimum thickness of 4 inches of washed rock, pea gravel, or other low fines content (less than 5 percent passing the No. 200 sieve) coarse aggregate, with a 6-mil or thicker plastic moisture barrier on top of the capillary break. In addition, it is recommended that a minimum of 2 inches of clean sand cover the moisture barrier to protect the integrity of the moisture barrier during concrete placement, and to aid in the curing of the concrete. Floors constructed over a crawl space should have a vapor barrier placed over the surface of the soil in the crawl space and should be adequately vented per the UBC and local building codes. 13.0 DRAINAGE CONSIDERATIONS All retaining and perimeter footing walls should be provided with a drain at the footing elevation. Drains should consist of rigid, perforated, PVC pipe surrounded by pea gravel or washed rock. The level of the perforations in the pipe should be set approximately 2 inches below the bottom of the footing and the drains should be constructed with sufficient gradient to allow gravity discharge away from the building. In addition, all retaining walls should be lined with a minimum 1-foot-wide imported, washed gravel blanket drain, a Mira -Drain 6000 drainage mat, or equivalent for the full wall height (excluding the upper 1 foot). The wall drain should tie into the footing drain. Roof and surface runoff should not discharge into the footing drain system but should be handled by a separate, rigid tightline drain. In planning, exterior grades adjacent to walls should be sloped downward away from the structure to achieve surface drainage. 14.0 PROJECT DESIGN AND CONSTRUCTION MONITORING At the time of this report, site grading, structural plans, and construction methods have not been finalized and the recommendations presented herein are preliminary. We are available to provide additional geotechnical consultation as the project design develops and possibly changes from that upon which this report is based. We recommend that AESI perform a geotechnical review of the plans prior to final design completion. In this way, our earthwork and foundation recommendations may be properly interpreted and implemented in the design. We are also available to provide geotechnical engineering and monitoring services during construction. The integrity of the foundation depends on proper site preparation and construction procedures. In addition, engineering decisions may have to be made in the field in the event that variations in subsurface conditions become apparent. Construction monitoring services are not part of this current scope of work. If these services are desired, please let us know and we will prepare a cost proposal. June 13, 2001 ASSOCIATED EARTH SCIENCES, INC. JDClap - KE01111G2 - D:IWPIap14-01 - W2K Page 13 L i L Subsurface Exploration, Geologic Hazard, and Federal Way U-HAUL Preliminary Geotechnical Engineering Report Federal Way, Washington Design Recommendations_ We have enjoyed working with you on this study and are confident that these recommendations will aid in the successful completion of your project. If you should have any questions, or require further assistance, please do not hesitate to call. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington 4� p� ,�� 295�0�•�$��ti �t E,04R S 11 120 I = Jc�oleman Kurt D. Merriman, P.E. Project Geologist Senior Associate Engineer Attachments: Figure 1: Vicinity Map Figure 2: Site and Exploration Plan Appendix: Exploration Logs June 13 2001 ASSOCIATED EARTH SCIENCES, INC. JDC/ap - KE01111G2 - D: IWP1ap14-01 - W2K Page 14 I 11 ntt a��000 rat O 700m_ t�oem Printedfrom TOPOICIMWtad6mamrPmdwlom(w tOPOmrn) WGS9412rl642' If_}�4 W0394122*1647W 9 FIGURE 1 a Associated Earth Sciences, Inc. VICINITY MAP FEDERAL WAY U-HAUL DATE 3/01 ® ® ® FEDERAL WAY, WASHINGTON PROJ. NO. KE01111G 0 k-- 11 I zgs ��♦� II � / /�\ I J' I i y I,I I I I I I { I I •P-1 / I I i srJf2ao/ 27: I / I �.�i ! I ! \ I • Nco EB-1 I / ou to / o C14 I 1VO ! I ! I I EP-5 ■ / i EP-21 EWER EASEMENT I .•_.I I i I SUPERIOR COURT 823293:♦ I I I i N I I I EP-3 I III 1 I I / 1 / I I Reference: Triad Associates M�"0 o M ND oximate location of )ration pit oximate location of gyration boring EP-9 ■ FIGURE 2 Associated Earth Sciences, Inc. SITE AND EXPLORATION PLAN ® ® ® ® ® DATE 06/01 FEDERAL WAY U—HAUL FEDERAL WAY, WASHINGTON PROJECT NO. KE01111G L APPENDIX L L 3 v Y v a Well -graded gravel and Terms Describing Relative Density and Consistency 2 ti y o' o' GW gravel with sand, little to t Densi SPT biowslfoat 0 m . o . o o no fines Coarse- Very Loose 0 to 4 > o 'm , ° o ° a ° °0°0 ° Poorly -graded gravel Loose 4 to 10 Grained Soils Medium Dense �' o '" GP ° ° ° and gravel with sand, 10 to 30 Dense Test Symbols N ° o ° o 00000 little to no fines 30 to Very Dense >50 50 G = Grain Size a l M = Moisture Content z In c d Silty gravel and silty Cons SPT(2)blowS/foot A= Atterberg Limits C = Chemical � o m a -E q �'� GM H gravel with sand Very Soft 0 to 2 DID = D Density Fine Dry tY CDm ° m Soft 2 to 4 K = Permeability Grained Soils g tii Medium Stiff 4 to 8 �, N Clayey gravel and Stiff 8 to 15 Very Stiff 15 to 30 o ; GC clayey gravel with Hard >30 sand in Component Definitions a o Well -graded sand and Descriptive Term Size Range and Sieve Number m SW sand with gravel, little Boulders Larger than 12' LL to no fines Cobbles 3' to 12' m m `� Poorly -graded sand Gravel 3' to No. 4 4.75 mm) 0 o o `" SP and sand with gravel, Coarse Gravel 3' to 3/4' Fine Gravel 3/4° to No. 4 (4.75 mm) 0 m c little to no fines Sand No. 4 (4.75 mm) to No. 200 (0.075 mm) o Z Silty sand and Coarse Sand No. 4 (4.75 mm) to No. 10 (2.00 mm) f2 N N SM silty sand with Medium Sand No. 10 (2.00 mm) to No. 40 (0.425 mm) m 0 i° o tl H :' m gravel Fine Sand No. 40 (0.425 mm) to No. 200 (0.075 mm) U Ln � Silt and Clay Smaller than No. 200 (0.075 mm) ^' sc Clayey sand and (3) Estimated Percentage Moisture Content g Li; clayey sand with Component Percentage by Dry - Absence of moisture, gravel Weight dusty, dry to the touch Silt, sandy silt, gravelly silt, Trace <5 Slightly Moist - Perceptible o ML silt with sand or gravel Few 5 to 10 moisture CDLittle 15 to 25 Moist - Damp but no visible rn T t With - Non -primary coarse water N Ey Clay of low to medium constituents: > 15% Very Moist - Water visible but d a y OL plasticity; silty, sandy, or - Fines content between not free draining Z y m E gravelly clay, lean clay 590 and 15% Wet - Visible free water, usually m =� from below water table CL = _ Organic clay or silt of low Symbols m o` 0 = OL plasticity Blows/6" or = — Sampler portion of 6" Cement rout g Type Elastic silt, clayey silt, silt / surface seal / o m MH with micaceous or D IQ Sampler 2p p Description Split -Spoon Bealtonite o diatomaceous fine sand or tot Sampler p m °J M >' ` sift 3.0° OD Split -Spoon Sampler ;. Fitter pack with S r°n 0 o Clay of high plasticity, 325' OD Split -Spoon Ring Sampler (4) : blank casing ,n m " cH sandy or gravelly clay, fat Bulk sample section 3.0' OD Thin -Wall Tube Sampler Screened casing ,, clay with sand or gravel Qncluding Shelby tube) with filltter pack �— Grab Sample p Cr !f;;f Organic clay or silt of Portion not recovered L End cap `_ OH medium to high plasticity (1) Percentage by dry weight (4) Depth of groundwater (2) (SPT) Standard Penetration Test (ASTM 0-1586) ATD = At time of drilling T y Peat, muck and other (3) Q Static water level (date) In General Accordance with - o ro PT highly organic soils Standard Practice for Description (� Combined USCS symbols used for and Identification of Soils (ASTM D-2488) fines between 5% and 15% e Umwifi= Ons of soils in this report are based on visual field and/or laboratory observations, which include density/consistency, moisture condition, grain size, x and ptastiraty estimates and should not be construed to imply field or laboratory testing unless presented herein. Visual -manual and/or laboratory classification n methods of ASTM D-2467 and 0-2488 were used as an identification guide for the Unified Soil Classification System. E _c E .E v FIGURE EAASSOCIATED EARTH Exploration Log Key IEFt SCIE H SCIENCES, INC:A-1 p LOG OF EXPLORATION PIT NO. EP-1 x This fog is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be a read together with that report for com fete interpretation. This summary a plies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of hme. The data presented are p a simpification of actual conditions encountered. DESCRIPTION Sod and Topsoil - Fill 1 Loose to medium dense, moist to wet, light olive -brown and light gray, nonstratified, SILTY fine to coarse SAND, trace to little fine to coarse subrounded and subangular gravel, little clayey silt in 2 clumps and zones up to 2'x2', trace organics throughout, trace subrounded cobbles and boulders to 1 16" in diameter, trace small logs. (SM) 3 -f 4 5 -, 6 - 7 8 9 10 11 12 13 Bottom of exploration pit at depth 13 feet 14 Moderate caving below 4'. Slight seepage (-1-2 gpm) below 5'- 15 16 17 18 19 2d N Federal Way U-Haul Federal Way, WA "Wk9 ASSOCIATED Project No. KE01111 Logged by: JDC EARTH Approved by: SCIENCES, INC February 20( U G 11 LOG OF EXPLORATION PIT NO. EP-2 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete interpretation. This summary applies only to the iota 'on of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION and Topsail I Fill 1 Medium dense, moist, light olive -brown, nonstratified, SILTY fine to medium SAND, trace fine subrounded gravel, trace disseminated organics. (SM) 2 i 3 4 Loose to medium dense, wet, light gray, nonstratified, SILTY fine to coarse SAND, little fine to coarse subrounded gravel, trace disseminated organics, trace subrounded cobbles. (SM) 5 Bottom of exploration pit at depth 13 feet 14 Slight caving below 3'. Slight seepage (-2-3 gpm) at 3', 5', and 10'. 15 16 17 18 19 2,0 N i-eaeral way u-nam Federal Way, WA ASSOCIATED Project No. KE01111G Logged by: JDC EARTH Approved by: JrMMSCIENCES, INC February 2001 U Y LOG OF EXPLORATION PIT NO. EP-3 This log is part of the report prepared by Associated Earth Sciences. inc. (AESi) for the named project and should be F_--;� read together with that report far complete interpretation. This summary applies only to the location of this trench at the a) time of excavation. Subsurface conditions may change at this location with the passage of ttme. The data presented are p a simpification of actual conditions encountered. DESCRIPTION Sod and To sail �f Fill 1 JMedium dense to dense, moist, light olive -brown, nonstratified, SILTY fine to medium SAND, trace fine to coarse subrounded gravel, trace disseminated organics. (SM) 2 3 4 5 6 7 8 9 10 t ense, moist, light gray, nonstraitified, SANDY SILT, trace disseminated organics, trace fine to coarse subrounded gravel. (ML-SM) 11 - 12 13 Bottom of exploration pit at depth 13 feet 14 No caving. No seepage. 15 16 17 18 19 20 N Federal Way U-Haul Federal Way, WA 11 Z ASSOCIATED Project No. KE01111G Logged by: JDC EARTH Approved by: SCIENCES, INC February 2001 U Y LOG OF EXPLORATION PIT NO. EP-4 This lag is part of the report prepared by Associated Earth Sciences, Inc. (AES1) for the named prosect and should be read together with that report fos campkete interpretation. This summary applies only to the iota ion of this trench at the a time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are p a simplfication of actual conditions encountered. DESCRIPTION Sod and Tr soil _ �" Fill 1 Loose to medium dense, moist, light olive -brown, nonstratified, fine to medium SAND, little silt, trace 2 disseminated organics, trace fine to coarse subrounded gravel. (SM) 3 Very stiff/loose, moist to wet, light gray, nonstratified, CLAYEY SILT, little fine to coarse sand, trace fine to coarse subrounded gravel, trace disseminated organics, trace concrete rubble to 24" in 4 diameter at 12'. (ML) 5 6 7 8 9 10 11 12 13 Bottom of exploration pit at depth 13 feet 14 -I No caving. Slight seepage (2-3 gpm) at 3'. 15 16 17 18 19 20 N Federal Way U-Haul II Federal Way, WA l ASSOCIATED Project No. KE01111G Logged by: JDC EARTH Approved by: 4A&ME3C[ENCESs INC February2001 U Y LOG OF EXPLORATION PIT NO. EP-5 r This log is part of the report prepared by Associated Earth Sciences, Inc. (AE51) for the named project and should be a read together with that report for complete interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are o a simplfication of actual conditions encountered. DESCRIPTION Sod and Topsoil _ �I Fill 1 Loose to medium dense, moist to wet, light gray, nonstratified, SILTY fine to coarse SAND, little fine to coarse subrounded gravel, trace silty clay in isolated clumps, trace disseminated organics, trace 2 concrete rubble to 24" in diameter, trace brick fragments. (SM) 3 4 5 6 - 7 8 9 10 Bottom of exploration pit at depth 10 feet due to meeting refusal on concrete rubble. 11 No caving. No seepage. 12 13 14 15 16 17 18 19 t-CUCI QI rray v-I Acaul N Federal Way, WA '"kM ASSOCIATED Project No. KE01111G Logged by: JDC EARTH m Approved by: SCIENCES, INC February 2001 f U Y LOG OF EXPLORATION PIT NO. EP-6 r l 1 a p This log is part of the report prepared by Associated Earth Sciences, Inc. (AESi) For the named project and should be read together wrath that report for complete interpretation. This summary a plies only to the locatlon of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplFication of actual conditions encountered. DESCRIPTION Soc# and To soil —s Fill � Loose to medium dense, moist, light olive -brown, nonstratified, SILTY fine to medium SAND, trace fine to coarse subrounded gravel, trace disseminated organics, trace subrounded cobbles. (SM) 2 3 4 5 6 Medium dense, moist, light gray, nonstratified, SILTY fine to coarse SAND, little clayey silt in clumps, trace to little fine to coarse gravel, trace brick fragments. (SM) 7 1. 8 �- 91 10 �- 11 12 13 -- - Bottom of exploration pit at depth 13 feet 14 -f No caving. No seepage. 15 16 17 j 18 - L 19 N Federal Way U-Haul Federal Way, WA ASSOCIATED Project No. KE01111G Logged by: JDC EARTH rJEM I Approved by: SCIENCES, INC February 2001 U Y LOG OF EXPLORATION PIT NO. EP-7 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be a read together with that report for complete interpretation. This summary aplocation plies only to the lotion of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are p a simplFication of actual conditions encountered. DESCRIPTION Fill 1 Medium dense, moist to wet, light olive -brown, SILTY fine to coarse SAND, trace fine to coarse subrounded gravel, trace disseminated organics. (SM) 2 3 [�uarrySpalls_ _ -- _ _ _______ -- - - Very dense, wet, light gray, nonstratified, COBBLEY angular fine to coarse GRAVEL, trace fine to 4 T coarse sand, trace silt. (GW) 5 Dense to medium dense, wet to moist, light gray, nonstratified, SILTY fine to coarse SAND, little fine 6 to coarse subrounded and subangular gravel, trace disseminated organics, trace subangular cobbles. (SM) 7 8 9 10 11 12 13 Bottom of exploration pit at depth 13 feet 14 ' No caving. Slight seepage (-2-3 gpm) below 3'. 15 16 17 18 19 Federal Way U-Haul N C Federal Way, WA ASSOCIATED Project No. KE01111G Logged by: JDC EARTH Approved by: SCIEIi10ES2 INC February 2001 s LOG OF EXPLORATION PIT NO. EP-8 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete interpretation. This summary a plies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of lime. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Sod and To soil _ -� Fill 1 Loose to medium dense, moist, light olive -brown and dark brown, nonstratified, SILTY fine to coarse SAND, trace fine to coarse subrounded gravel, trace disseminated organics. (SM) 2 ^Loose to medium dense, moist, light gray, nonstratified, SILTY fine to coarse SAND, little fine to coarse subrounded gravel, trace brick fragments, trace disseminated organics, trace subrounded 3 - and subangular cobbles. (SM) I 4 I 5 6 7 8 I 9 10 11 — 12 — 13 1 -- Bottom of exploration pit at depth 13 feet 14 No caving. No seepage. 15 16 17 18 19 N Federal Way U-Haul Federal Way, WA CL ASSOCIATED Project No. KE01111G Logged by: JDC IA&9 EARTH Approved by: SCIENCES, INC February 2001 fL U Y r . _ LOG OF EXPLORATION PIT NO. EP-9 This lag is part of the reportprepared by Associated Earth Sciences, Inc. (ABSI) for the named project and should be a read together with that report for ramppfete interpretation. This summary applies only to the location of this trench at the aL time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are o a simptFication of actual conditions encountered. DESCRIPTION Sod and Topsoil Fill 1 Loose to medium dense, moist, light olive -brown, nonstratified, fine to coarse SAND, little silt, trace 2 fine to coarse subrounded gravel, trace disseminated organics. (SM) 3 4 5 Medium dense to loose, moist to wet, light olive -brown and light gray, SILTY fine to coarse SAND, little fine to coarse subrounded and subangular gravel, trace coarse gravel to cobble -sized asphalt 6 chunks, trace subrounded boulders to 16" in diameter, trace disseminated organics, trace silty clay clumps. (SM) 7 8 9 10 11 12 13 Bottom of exploration pit at depth 13 feet 14 Slight caving throughout. Very slight seepage (< 1 gpm) below 6'. 15 16 17 18 19 29 N Federal Way U-Haul Federal Way, WA ASSOCIATED Project No. KE01111G Logged by: JDC EARTH Approved by: SCIENCES, INC February 2001 U Y Exploration L2_q__, ASSOCIATED Project Number Exploration Number Sheet 10SMEAPITH SCIENCES, INc KE01111 G EB-1 1 of 1 Project Name Federal Way U-Haul _ Ground Surface Elevation (ft) 298' Location Federal Way, WA _ Datum MSI Driller/Equipment Holt / B-59 Date Start/Finish 04/09/01 ,4/9/9Q01 Hammer Weight/Drop 140# 1 0" Hole Diameter (in) A25" . v CD U — � C 0 W (D Blows/Foot N U cu T c' DESCRIPTION U m 10 20 30 40 ° Fill Wet, light olive -gray, nonstratified, fine to coarse SAND, little fine to coarse 12 S-1 subrounded gravel, little silt, trace disseminated organics. (SM) 15 30 15 5 1 4 S-2 s 20 11 - 10 --- -- -------- Wet to moist, light gray, nonstratified, SILTY fine to coarse SAND, trace to 1 S-3 little subrounded and subangular gravel. (SM) 3 4 15 S-4 1 a . 3 20 Moist, light olive -brown, nonstratified, fine to medium SAND, trace silt. 8 S-5 (SP) 10 19 9 25 — --— -- Alluvium — ---- Wet, light olive -brown, interbedded CLAYEY SILT and SILTY CLAY, trace 2 - S-6 fine sand in thin lenses. (ML-CL) 3 5 2 30 5 S-7 5 t 1 6 35 Wet, light olive -brown, stratified, SILTY fine SAND, trace organics. (SM) 5 A N S-8 s ,4 8 40 Bottom of exploration boring at 39 feet Sampler Type (ST): m 2" OD Split Spoon Sampler (SPT) No Recovery M - Moisture Logged by: JDC o m 3" OD Split Spoon Sampler (D & M) U i Ring Sample Water Level () Approved by: ® Grab Sample Z Shelby Tube Sample 1 Water Level at time of drilling (ATD) Exploration Lo ASSOCIATED EARTH _ Project Number Exploration Number Sheet SCIENCES, INC KE01111 G EB-2 1 of 1 Project Name Federal Way U-Haul — Ground Surface Elevation (ft) 304' Location Federal Way, WA Datum hAS04109101 Driller/Equipment Holt / B-50 Date Start/Finish 4/?/�Dn1 Hammer Weight/Drop 140# 130" Hole Diameter (in) d 25" O rn CD a) — _ Blows/Foot -a CL�— a S E '° � E .2 v o �m a) T a1 �� r" DESCRIPTION 10 20 30 40 ° Fifl Wet to moist, light gray, nonstratified, SILTY fine to coarse SAND, little fine 5 S-1 to coarse subrounded gravel, trace concrete debris to 12" in diameter, 3 trace disseminated organics. (SM) 5 5 S-2 1 1 A6 5 10 S-3 1 2 A4 2 15 S-4 4 1 o 'I 2 15 20 S-5 2 2 6 25 Moist, dark brown and light olive -brown, nonstratified, fine to coarse SAND, 2 S-6 little wood debris, trace silt. (SW) 3 9 6 30 Catk3vium J Moist, light olive -brown, stratified, fine to medium SAND, trace silt. (SP) 3 S-7 4 11 7 35 ado f Advance Outwash v S-$ v o O. Cd Moist, light olive -brown, nonstratified, SANDY fine to coarse subrounded to trace 31 50 15011, GRAVEL. sHt,_(�Vjl)_ Bottom of exploration boring at 38.5 feet 40 i Sampler Type (ST): m 2" OD Split Spoon Sampler (SPT) No Recovery M - Moisture Logged by: JDC i m 3" OD Split Spoon Sampler (D & M) U Ring Sample Water Level() Approved by: 's ® Grab Sample Shelby Tube Sample Z Water Level at time of drilling (ATD) r Exploration Log __ ASSOCIATED JaMEARTH Project Number Exploration Number Sheet I SCIENCES, INC KE01111 G EB-3 1 of 1 Project Name Federal Way -Haul _ _ Ground Surface Elevation (ft) 309' Location Federal Way WA _ _ Datum Driller/Equipment Halt / B-59 Date Start/Finish 04/Q?/()1 d/?1?001 Hammer Weight/Drop 140# l 30" Hole Diameter (in) 4_9r;" 'n UI V — Blows/Foot o s Ca � T DESCRIPTION U 310 10 20 30 40 ° Fill Moist, light gray, nonstratified, SILTY fine to coarse SAND, little fine to 4 Al- S-1 coarse subrounded gravel, trace disseminated organics (SM); trace asphalt 6 and brick fragments. 9 5 S-2 4 7 s 10 S-3 No Recovery 6 ALi4 7 15 V 0 — - - Advance outwash P Moist, mottled, nonstratified, SANDY fine to coarse subrounded GRAVEL 24 S 4 Tgrading :: to GRAVELLY fine to coarse SAND, trace silt. (GW-SW) 28 71 p 0 43 20 0 a a S-5 7 16 A43 0 - 27 25 Bottom of exploration boring at 24 feet 30 35 i 40 i Sampler Type (ST): m 2" OD Split Spoon Sampler (SPT) No Recovery M - Moisture Logged by: JDC m 3" OD Split Spoon Sampler (D & M) Ring Sample SZ Water Level() Approved by: ® Grab Sample Shelby Tube Sample -T Water Level at time of drilling (ATD) A-federai Way DATE: July 8, 2004 TO: n Jane Gambles FROM: Kevin Peterson SUBJECT: U-HAUL FACILITY - (04-102454-00-AD) 34001 PACIFIC- HWY S MEMORANDUM Public Works Department Public Works Development Services has reviewed the proposed modification to the previously approved land use site plan, and have no comment. CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: June 23, 2004 TO: Public Works, Development Services Manager (2) Scott Sproul, Plans Examiner Mary Young, Lakehaven Utility District Greg Brozek, Federal Way Fire Department FROM: Jim Harris FOR DRC MTG. ON: July 8, 2004- Internal FILE NU14BER(S) : 04-102454-00-AD RELATED FILE NOS.: 01-103406-00-UP & 01-103407-00-SE PROJECT NAME: U-HAUL FACILITY PROJECT ADDRESS: 34001 PACIFIC HWY S ZONING DISTRICT: BP PROJECT DESCRIPTION: Request to modify previously -approved land use approval. LAND USE PERMITS: None PROJECT CONTACT: TRIAD ASSOCIATES JEFF MORGAN 11814 115TH AVE NE (425)821-8448 (Work) MATERIALS SUBMITTED: Attached June 17, 2004 i... _ ECrV4D Cy Jim Harris ��l', DEVEI_L`pr.rHJTDF�gRTMENT City of Federal Way _►f IN 33530 First Way South 1 ?_Q04 PO Box 9718 Federal Way, WA 98063-9718 RE: Mini Storage & Truck Rental Facility File No. 01-103406-00-UP & 01-103407-00-SE Triad Job No. 04-113 Dear Jim: TRLAD ASSOCIATES 11814 115th Avenue NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 Coll free www,triadassoc.coni On behalf of our client, Jimmy Kossert, we hereby request a modification to the above referenced Process III Conditional Approval. The Process III Conditional Approval, dated May 24, 2002, permitted the construction of a 65,000 square foot mini -storage and truck rental facility on this 8.27-acre site, located at 34001 Pacific Highway South. Based the previous meeting you had with Don Hill (of Triad Associates), Jimmy Kossert and Roger Hebert we understand from you that the July 23, 2002 Hearing Examiner approval date for the wetland/stream buffer intrusion will be utilized as the expiration date for both of the above referenced permit approvals. According to the Process III Conditional Approval, the development consists of a main building (Building A) with an office/commercial store front for truck rental and interior self storage units fronting on Pacific Highway; together with five buildings (Buildings B, C, ❑, and E) with individually accessed self -storage units, a covered recreation vehicle (RV) and boat storage area, a display area for rental trucks, and associated parking for the entire development. The City of Federal Way issued an Environmental Determination of Nonsignificance for the project on November 21, 2001. Please find enclosed the revised site plan for your review. The proposed modifications are as follows: The driveway entrance has been relocated approximately 70 feet to the east. The driveway will still be located on South 340`h Street and will be located at least 150 feet from the street intersection with Pacific Highway South (as required in Public Works Development Standards Section 3.2.13.C.2.). The purpose of the driveway relocation is to allow improved security of the buildings by relocating the northerly security gate within the interior of the parking lot. The width of the portion of Building A, located west of the covered loading area, has increased by 2 feet (from 40' wide to 42' wide) adding approximately 300 square feet of storage area to the structure. As a result, the width of the covered loading area decreased from 30' wide to 28' wide. • Building B increased by 5 feet (from 21' wide to 26' wide) adding approximately 1,605 square feet. When added to the increase in Building A, noted above, the total increase is only 1,905 square feet. • Building C shifted to the east by approximately 12 feet. The parking stalls previously proposed for rental truck parking located adjacent to and on the east side of Building C have been removed. ■ A perimeter security fence has been added and the two internal security gates have been relocated to provide improved security to the facility. As a result, one parking stall was lost along the north property line to allow adequate area for the proposed security gate to open and close. It is our understanding that the proposed modification will be reviewed pursuant to section 8. Modification Requests of the Federal Way Development Review Committee Administrative Guidelines, dated April 1, 1996. We have reviewed the Administrative Guidelines and believe that the proposed changes to the site plan represent a minor modification to the Process III Conditional Approval. Please note that we are proposing no changes to the Process IV approval. Please review the proposed modification and respond with the necessary approval as soon as possible. As noted above, the Process III approval expires on July 23. We are currently in the process of revising construction and building plans to account for the proposed changes and would appreciate a timely response to the modification request so that we can apply for the permits by the July 23rd deadline. Please call if you have any questions. Sincerely, T AD ASSOCIATES J .ff Morgan Project Planner Enclosure C: Jimmy Kossert Jim Trueblood Art Pederson February 13, 2002 Page 4 of 5 Storm system comments 1) Roof drain cleanout connections are shown for each building on the enclosed Preliminary Grading, Utility and Channelization Plan 2) We have reviewed our previous wet -vault volume calculations and corrected the typographical error. The calculations/design also includes the small amount of pavement to be installed as a part of the SR99 frontage improvements and which will be directed to a proposed catch basin with flow splitter to meter a proportionate amount of the tributary pavement drainage to and through the onsite storm water quality facility (please see pages 11 and 12 of the enclosed Level 1 Offsite Analysis & Core Requirement Summary). The wet -vault remains the same size as previously shown and as shown on the enclosed Preliminary Grading, Utility and Channelization 3) The small amount of pavement to be installed as a part of the SR99 frontage `"— �"�04 improvements will be directed to a proposed catch basin with flow splitter to meter a �� • proportionate amount of the tributary pavement drainage to and through the onsite storm water quality facility as shown on the enclosed Preliminary Grading, Utility µr �Te Channelization Plan---� 4storm aura e conveyance system has been revised to direct all drainage to the \� south end of the storm drainage water quality vault as shown on the enclosed Preliminary Grading, Utility and Channelization Plan Storm system comments 1) The final engineering plan preparation and submittal will address whether the concrete panels in SR99 exist or need to be replaced at the proposed water main connections, and if additional pavement restoration is required COFW/Sarady Long memorandum dated 10/22/01 1) The application was deemed complete per COFW letter dated 9/21/01 2) The final engineering plan preparation and submittal will include a Signal Modification Plan for the intersection of SR99 and 16t' Avenue South where the existing traffic signal along the west side of SR99 controlling west bound traffic will be modified to control movements to South 340t' Street. Additionally, per our discussion on 1/24/02 a new traffic signal will be added along the east side of SR99 to control movements from South 340`h Street 3) Truck turning movements at the driveway intersection with South 340th Street accommodate a typical UHaul truck by the 40' wide driveway with 20' curb returns. An exhibit will be provided. 4) Additional pavement along SR frontage improvements south of the south property line will be provided at the listed taper rate as shown on the enclosed Preliminary Grading, Utility and Channelization Plan 5) A concrete bus stop pad will be added in the planter as a part of the SR99 frontage improvements as reviewed by Paul Alexander (King County Dept of Transportation, Metro Transit Division, 206-684-1599) and as shown on the enclosed Preliminary Grading, Utility and Channelization Plan --- Al. UUMMUUAI E ENULUSUKE COOF"NATE WITH ELEC I RICAL CONTRACTOR , N N TN [D E E CV N] O o o O p O n E TOP PLAN SOUTH 336TH DETENTION OUTLET CONTROL STRUCTURE DETAIL 0 3/8 "-1'-0" C-8 MANUAL GATE OPERATOR EL 287.70 TOP CONCRETE STRUCT 3/4'' GALV ROD EL 285.0 1'-0" MIN 6" MAX SPG EMBED TYP 5 MIN 6" T&B 1" CLR TO REINF STL II - BAR EL 282.35 SCREEN 211 G-3121 54" SO SLUICE -' GATE ' 1.67 EL 279.34 r - i i i EL 274.48 EL 274.50 60'' DIA RCP EL 287.00 DETAIL [ EL 284.72 1I- EL 283. -0" CLR BELOW INLET PRECAST 120'' MANHOLE & BASE , WEIR PLATE i i IIQa PIPE JOINT 3'-6" HANDRAIL 203 1 1/4'' GALV STEEL GRATING POST ANCHORAGE 206 CONC PAD BEYOND SIM TO PAD SHOWN 3'-0'' DEEP EL 286.50 �- FINISH GRADE CONCRETE PAD #4@15" 60'' DIA RCP S U B G R AD E PREP AS SPECIFIED --=IIII�IIiI SECTION 3/811_11_011 [APVD TGNORNHER RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION RIBERG COMPILED BY OTHERS. THEY ARE NOT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION, TYPE OF COMPONENT NOR MANNER OF CONSTRUCTION. THE ENGINEER WILL NOT 1RAGON BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO 1 kN THE RECORD DRAWINGS. �G�,Aos% °`�('0' G BIBEE JANUARY 1997 BAFF L L- VV r1LL KtUJt Ur U THESE DOCUMENTS WHETHER I ELECTRONIC FORM, ARE INSTRU PROJECT, WHETHER THE PROJE REUSE ON ANOTHER PROJECT, THE CITY OR BY OTHERS ACT OF THE CITY WITHOUT THE WI CH2M HILL WILL BE AT THE, 0 0 r..H7M HII I 20' o' w -)S ROAD --J L? U Lo N z EL 281.0 COURSE 'OMPACTED -H> w SPALLS 10' D /ERT) �� C'` U ly- o� Q d- z I� SOUTH w °� w 336TH - DETENTION PRIMARY CELL EXST GROUND 10' o� - S- - 'r 16' SOUTH 336TH DETENTION u OUTLET CONTROL STRUCTURE _ N SEE � o � S-4 oN ACCESS ROAD w w 17.5' 7.5' . 7.5' . 2 9.5' I I _--�_ 2% 60'' RCP 2' QUARRY SPALLS SEE NOTE 3 GEOTEXTILE TYPE 1 FINAL GRADE NOTES: 1. FOR P-IRE TRENCH AND BACKFILL DETAIL SEE C-13A BASE COURSE (6'' COMPACTED DEPTH SELECT GRANULAR FILL EL 286.5 EL 282.0 0 r � Qt 60'' RCP GEOTEXTILE TYPE 2 5' RIP RAP --/ (HEAVY LOOSE) SEE NOTE 2 2.PLACE RIP RAP TO LIMITS SOUTH 336TH DETENTION OUTLET SHOWN AND 30' IN WIDTH (15' EACH SIDE OF PIPE) 3.PLACE QUARRY SPALLS TO LIMITS SHOWN AND 20' WIDE (10' WIDE EA SIDE OF PIPE) SECTION EL :0 EXST STREAM CHANNEL r °r° !ir r ■i i�i 00 rid !ii .iir.•!ii °!iilr� • ��. 0.*\ - PROTECT EXST 12'' SEWER C 0 DF DOCUMENTS NETHER IN HARD COPY OR IN E INSTRUMENTS OF SERVICE FOR THIS iR PROJECT IS COMPLETED OR NOT. ROJECT, CHANGE, OR ALTERATION BY ER ACTING HE WRITTEN PEUGH OR RMISSION SSIIONOOFBEHALF T THE CITY'S SOLE RISK. m3m= BAR IS ONE INCH ON ORIGINAL DRAWING. O T NOT ONE INCH T THIS SHEET, ADJUST SCALES ACCORDINGLY. CITY FF � ,;"` � �� KITTS CORNER AND SOUTH 336TH STREET REGIONAL STORMWATER DETENTION AND WETLANDS/STREAM RESTORATION PROJECT DWG C-13 SOUTH 336TH REGIONAL STORAGE FACILITY WETLANDS /STREAM M I T I G AT I 0 N ARE A DETAILS AND SECTIONS DATE JUN 1996 PROD NO. 106893 FILE NAME: 37403023.dly 28-JAN-1997 11:35=27 I - MEMORANDUM Public Works Department DATE: July 19, 2002 TO: Don Hill, Triad Associates File FROM: Kevin Peterson 0 SUB3ECT: U-HAUL FACILITY - (01-103406-00-UP) 34001 PACIFIC HWY S (Parcel 092104-9051) Don, This memo follows up on our telephone conversation on this date regarding the proposed U-Haul Rental and Storage facility's allowed use of the City's Regional (Kitt's1336t') Detention Pond. It is my understanding, based on previous conversations with other City staff, that the current development proposal for this site (U-HAUL FACILITY) is allowed to utilize the KrWs1336 h Regional Facility in lieu of an on - site detention system, and the U-HAUL FACILITY does not have to participate in the'Pro-Rata Share' casts for this Regional Facility. 07/14/2002 14:01 FAX 2536614129 CITY FEDERALWAY IM001 xe�c�k TX REPORT�c TRANSMISSION OR TX/RX NO 4415 CONNECTION TEL 914258213481 SUBADDRESS CONNECTION ID TRIAD ASSOCIATES ST. TIME 07/19 14:00 USAGE T 00'46 PGS. SENT 2 RESULT OR CITY OF g Y� PO Box 9718 " 33530 First Way South ' Federal Way, WA 98063 Phone: 253-661-4000 0 Fax: 253-661-4129 y V.4f ry h :1 •p 1. i � 7. - �' DATE: :177��—�/ k9, COMPANY: 'JtA,b Asszx-(Ayet S PHONE: Z5 �3 FAX: �zs Z1--34 Comments: # of Pages: Z Including Cover Page From: ►�I E.'t�� .__ Dept: Phone: Zs3 4-61- -A01A+ kE: tl-R&LAt- - S4061 -Pac-, 1. wv. S 07/19/2002 13:54 FAX 2536614129 CITY FEDERALWAY xc TX REPORT Q 001 TRANSMISSION OK TX/RX NO 4416 CONNECTION TEL 914258213481 SUBADDRESS CONNECTION ID TRIAD ASSOCIATES ST. TIME 07/19 13:53 USAGE T 00'45 PGS. SENT 2 RESULT OK crry OF PO Box 9718 33530 First Way South 0 Federal Way, WA 98063 Phone* 253-661-4000 • Fax: 253-661-4129 DATE: 7ZS--AA # of Pages: Z Including Cover Page TO: --'C)'0&j From: �ja �oa COMPANY: 7F7-ti�,b Dept: es PHONE: kz5) 6z- 1-7 e�A IB- Phone: FAX: O-ZI-34al RE: Comments: DATE: LnL i`�. x_�Z TO: Do 0 � u- COMPANY: 'Tt►rb Assz)c.iS PHONE: Z5 3Z •7 0A FAX: Z4 ZS F,-Z 1- 34 Comments: PO Box 9718. 33530 First Way South • Federal Way, WA 98063 Phone: 253-661-4000 0 Fax: 253-661-4129 # of Pages: ' Including Cover Page From: 4,a gmesc)a Dept: PLAaL tc- �WOR_l_s Phone: (IS3) 66I- 4031 RE: (A-KALuL- - '340M PAc-- Please cal/ immediately if there is a problem with this transmittal. PW k.• Iforms1fax transmittal, doc CITY OF . PO Box 9718. 33530 First Way South' Federal Way, WA 98063 E� Phone: 253-661-4000 • Fax: 253-661-4129 DATE: July 17, 2002 * of Pages: 3 TO: Michael From: Kevin Peterson COMPANY: Triad Associates Dept: Public Works PHONE: (425 821-8448 Phone: 253.661.4037 FAX; (425 821-3481 RE: U-Haul — 34001 Pac H 5 Comments: Michael, Here is the Public Works memo from the Pre-app conference done in May, 2000. It does state that Resource Stream Protection Menu may be required if the stream is determined to be regionally significant. I'm assuming at some time after this memo, that determination was made. I have been involved with this project since late last year, and all plans and TIR's I've seen have had the wetvault-LCF configuration. Our Water Quality applications map does show this project within the Resource Stream Protection Area. Kevin Peterson Engineering Plans Reviewer eOF 335301 ST WAY SOUTH DATE: May 31, 2000 TO: Jim Harris, Senior Planner FROM: Jim Femling SUB3ECT: U-HAUL FACILTfY - (00-102720-00-PC) 34001 PACIFIC HWY S MEMORANDUM Public Works Department After reviewing the materials submitted and a visit of the proposed site the following comments and findings address issues that need to be resolved prior to developing the site: LAND USE ISSUES Storm water Water quality treatment will be required per the 1998 King County Surface Water Design Manual (KCSWDM) and the City of Federal Way addendum to that manual. This Project will meet the requirements for a full drainage review, at the time of the site plan review submittal a narrative addressing the relevance to the project of the 8 core and the 5 special requirements of the KCSWDM will be required. The water quality facility must be designed per the basic menu in the KCSWDM. The Resource Stream Protection Menu may be required if the existing stream is determined to be regionally significant because of salmon use. For site plan review submittal, a conceptual d ra inage facility should be shown on the plan to a size and configuration approximating the needs of the site. A copy of the City of Federal Way addendum to the KCSWDM maybe obtained formKinko's Copies at 31823 Gateway Center, Federal Way, WA. (253) 946-2679. Trafflc/R-O-W Improvements 1. See attached Traffic Division memorandum from Hazam EL-Assar Assistant Traffic Engineer, for traffic related items. BUILDING PERMIT ISSUES 1. Technical Information. Report MR) will need to be prepared for the project and submitted with the building permit application. The TIR will require the signature/seal of a Professional Engineer licensed in the State of Washington. 2. The applicant will need to provide a geotech report that addresses design pavement thicknesses for the roadways. 3. The applicant shall reimburse the City for the cost of all required regulatory, warning and street name signs that are installed prior to acceptance by the City of all other require improvements. 4. Copies of Public Works' standard checklists have been included to assist the applicant's engineer in preparing the plans and the TIR. 5. Bonding will be required for all improvements associated with the plat. The bond amount shallbe 120% of the estimated cost of the improvements. Upon completion of the installation and final approval by the Public Works inspector, the bond value will be reduced to 30% of the original amount for the two- year maintenance period. An administrative fee deposit will need to accompany the bond to cover any possible legal fees in the event the bond must be called. 6. The developer will be responsible for the maintenance of the storm drainage and street systems for the two-year maintenance period. During that time, the Public Works inspector will make periodic visits to assure developers compliance with maintenance requirements. 7. When topographic survey information is shown on submitted plans, as may be required, the vertical datum block shall include the phrase "DATUM: N.G.V.D.-29" or "DATUM: K.C.A.S." on all sheets where elevations are called out. 8. All drawings shall be drafted plotted on 24" x 36" mylar sheets with permanent black ink. Site plans shall be drawn at a scale of 1"= 20' or larger. Drawings submitted for plan review shall be printed on 24" x 36" paper. 9. Provide cut and fill quantities on the grading plan. M The site plan submitted should show the location of any existing and proposed utilities in the areas affected by construction. L..\(SDC\DOC %5AVE\61254754.D0C Page 1 of 1 Kevin Peterson - Re: Grading permit From: Jim Femling To: Kevin Peterson Date: 07/15/2002 8:55 AM �I Subject: Re: Grading permit 1 a%* typically grading is past of the building permit and it includes all of the site wok we try not to break them out separate when a building permit is issued. An EN approval is used when there is not a building permit, like for a subdivision TaEk to the building depL and see if they will issue a foundation only permit, we can include grading with that. >>> Kevin Peterson 07/11/02 04:55PM »> Jim, Does the City issue grading -only permits, if the grading is part of a full development of the property? The engineer for U-Haul called (left voice -mail message) an.A asked if we can issue a grading permit for that site. If so, what drawing(s) are required to issue a gradrng permit? Thanks, Kevin 521- 844b file://C:\WINDOWS\TEMP\GW}00003.HTM 07/15/2002 Page 1 of 1 Kevin Peterson - Re: U-Haul From: David Graves - Madrona Planning <dgraves@madronaplanning.com> To: "Kevin Peterson" <Kevin.Peterson @ci.federal-way.wa.us> Date: 05/23/2002 2:52 PM 5ubject: Re: U-Haul Thanks! .. At O 1 : 15 PM 5/23/2002 -0700, you wrote: > David, >Took a look at the revised plan. Looks okay to me. >Kevin Peterson >Engineenng Plans Reviewer >Content -Type: text/html; char5et=150-8859-1 >Content -Description: HTML ><IDOCTYPE HTML PUBLIC "//W3C//DTD HTML 4.0 Transitional//EW> > <HTML> <HEAD> > <META content="text/html; charset=iso-8859-1 " http-ecpiv=Content-Type> ><META content=W51-ITML 5.00.2G 14.3500' name=GENERATOR></HEAD> ><BODY style="FONT: I Opt Stylus BT; MARGIN -LEFT: 2px; MARGIN -TOP: 2px"> > <DI V> David, </DIV> ><DIV>Took a look at the revised plan. Looks okay to me.</DIV> > <DIV>*nbsp; </DIV> > <DIV>4�nbsp; </DIV> ><DIV>Kevin Peterson<BR>Engineering Plans Reviewer<BR></DIV></BODY></HTML> file://C:\VVMOWS\TEMP\GW)00003.HTM 05/24/2002 W May 16, 2002 David Graves Contract Associate Planner City of Federal Way 33530 1st Way South Federal Way, WA 98003-6210 RE: U-Haul Mini Storage and Truck Rental Facility 34001 Pacific Highway South City File No. 01-103406-OOUP Triad Job No. 99-355 Dear David: ,. "r. I QED At � 40-,"01 TRLAD A S S O C I A T E S 11811 115[h Avenue NE Kirkland, WA 98034-6923 425.821.8448 4258213481 fax 800488.0756 Loll free Tb We have revised the site plan and preliminary plans to address the additional review comments per your review letter dated April 22, 2002 (copy enclosed) and have enclosed 3 copies of each of the following: • Cover Sheet, revision dated 5/16/02, sheet 1 of 4, Triad Associates • Site Plan, revision dated 5/16/02, sheet 2 of 4, Triad Associates • Preliminary Grading, Utility and Channelization Plan, revision dated 5/16/02, sheet 3 of 4, Triad Associates ■ Preliminary Landscape Plan, revision dated 5/16/02, sheet 4 of 4, Triad Associates • Color "Site Plan/Floor Plan", dated 5/7/02, 24x36, UHaul • Color "Site Plan/Floor Plan", dated 5/7/02, 11x17, UHaul • Color "Elevation — Building A" Exhibit, dated 5/8/02, 24x36, UHaul • Color "Elevation— Building A" Exhibit, dated 5/8/02, l lxl7, UHaul • Color "Mini Elevations" Exhibit, dated 5/8/02, 24x36, UHaul ■ ESA Listed Salmonids Checklist, dated 5/16/02, 4 pages The enclosed re -submittal items have been provided to address the comments in your review letter dated April 22, 2002 as follows: 1. The "Site Plan/Floor Plan" provides the requested architectural dimensions and lists the requested Building A retail area in the "Site Demographics" box. The "Mini Elevations" have been revised to be consistent with the "Site Plan/Floor Plan". 2. The requested ESA Listed Salmonids Checklist has been completed and is enclosed. In addition to the above, you have relayed and I have confirmed with Kevin Peterson of the Public Works Department, that the dedication for South 340th Street is required to extend parallel to the north property line to the existing Kitts Corner Regional Detention Facility easement. This revision required that Building E be moved 10' to the south in order to maintain the required 20' building setback from the public right-of-way dedication. The enclosed plans have been revised to show this revision. David Graves May 16, 2002 Page 2 of 2 This re -submittal addresses all of the review comments and/or requested items. Please complete your review so that the Process III approval can be issued and the Process IV Public Hearing can be scheduled as soon as possible. If you have any additional questions, please do not hesitate to call. Sincerely, TRIAD ASSOCIATES cl�" Don Hill, P.E. Project Manager Enclosures cc: Parul Butala, U-Haul International, Inc. Ashish Dandavate, Dick Fritshe Design Group Brad Taggart, Builders Inc. W April 2, 2002 Art Pederson Contract Associate Planner City of Federal Way 33530 1st Way South Federal Way, WA 98003-6210 RE: U-Haul Mini Storage and Truck Rental Facility 34001 Pacific Highway South City File No. 01-103406-OOUP Triad Job No. 99-355 Dear Art: 'If TRLAD A S S O C I A T E S 11314 115m A•re: Buz NE G, land, VVA i3034-5923 425.8Z1.8448 425.321 3481 fax 300 438 0756 [oll rr='e w•ww[riadassoccorn gy WoollyQEV�10 MENT 0 RAMISff We have revised the site plan and preliminary plans to address the additional review comments listed below and have enclosed copies of each of the following: Re -Submittal items (8 copies): • Cover Sheet, revision dated 4/2/02, sheet 1 of 4, Triad Associates • Site Plan, revision dated 4/2/02, sheet 2 of 4, Triad Associates • Preliminary Grading, Utility and Channelization Plan, revision dated 4/2/02, sheet 3 of 4, Triad Associates ■ Preliminary Landscape Plan, revision dated 4/2/02, sheet 4 of 4, Triad Associates • AMERCO/UHaul response letter from Parul Butala dated 3/26/02 with attachments: ■ Color Site Plan, revision dated 3/26/02, 1 lxl7 • Color "View from Pacific Hwy. So." Exhibit, dated 3/26/02, 11xl7 • Color "Mini Elevations" Exhibit, revision dated 3/26/02, l lxl7 ■ Color "Elevation" Exhibit, revision dated 3/26/02, 11x17 Review letters/memoranda (1 copy): ■ COFW/Art Pederson letter to Don Hill dated 2/22/02 • COFW/Kevin Peterson letter to Don Hill dated 3/7/02 • COFW/Sarady Long memorandum to Art Pederson dated 3/6/02 The enclosed re -submittal items have been provided to address the comments in the above listed comment/memoranda as follows: COFW/Art Pederson letter dated 2/22/02 A.1. See Butala response. A.2. As before, the enclosed Site Plan and other enclosed Plans show 6 truck display stalls along the SR99 frontage and separated into two 3-stall groups by 7 standard parking stalls. In response to your previous comment, 3 small "No Truck Art Pederson April 2, 2002 Page 2 of 4 Parking" signs have been called out on the Site Plan along the front side of the 7 standard stalls along the SR 99 frontage. UHaul will allow the project to be conditioned on the installation, retention and maintenance of the "No Truck Parking" signs along the front side of the 7 standard stalls along the SR 99 frontage. A.4. See Butala response Section 22-1634 Site design a) 2) See Butala response a) 3) See Butala response d) 2) See Butala response d) 4) See Butala response. Also note that the bicycle rack can be moved into the landscape or other appropriate nearby location during final design d) 5) See Butala response f) 2) A power transformer has been shown on the Preliminary Grading, Utility and Channelization Plan along the east side of Building B and will be obscured from view from the SR99 frontage due to the proposed landscaping and the approximate 4' drop from SR99 at this portion of the site. Section 22-1635 Site design b) 1) See Butala response b) 2) See Butala response b) 3) See Butala response c) See Butala response Section 22-1635 Site design b) See Butala response COFW/Kevin Peterson letter dated 3/7/02 As noted in the letter, each of the comments (an -numbered) should be addressed prior to Building Permit Application. We will therefore address each item in detail as a part of the Final Engineering Plan submittal to be included with the upcoming Building Permit Application and have revised the enclosed Preliminary Grading, Utility and Channelization Plan to address some of the items at this time as follows: Plan sheet items • The Federal Way Development Standards have been referenced on the SR99 road section • The South 340'h Street road section has been revised to show vertical concrete curb and gutter along the south pavement edge • A note has been added calling out vaned grates for all public catch basins • The South 340t` Street road section has been revised to show extruded curb along the north pavement edge • Catch basin spacing is shown per COFW standards and will be confirmed/addressed during final engineering design/review Art Pederson April 2, 2002 Page 3 of 4 • A catch basin riser conversion per COFW Standard Drawing 4-18 will be shown for the CB "E" in SR99 near the south end of the site in the final engineering plan submittal • The SR99 road section has been revised as requested • The distance from the north edge of South 340'h Street to the property line has been revised to be 3' and the dedication remains at 40' • City Standard Approval blocks will be on the final engineering plans • The UHaul entry onto South 340'h Street will be revised to be a COFW standard commercial driveway pending confirmation that required truck -turning motion will be provided using the maximum driveway width. This will be addressed prior to final engineering plan submittal • The sidewalk along the south side of South 340th Street has been shown extended to the end of the proposed improvement • A street lighting plan will be included as a part of the final engineering plan submittal • The South 340'' Street right-of-way dedication is shown to its easterly extent which does not extend to the east line of the Kitts Corner Regional detention Facility since the South 340'' Street right-of-way is anticipated to turn to the north as shown on the current preliminary alignment/plans • The current plans show a 30' aisle width between Building E and the RV parking TIR items • A detailed plan and section(s) will be included in the TIR and final engineering plan submittal • Pipe outfall velocities and associated design elements for the westerly outfall will be included in the TIR and final engineering plan submittal • Calculations and associated design elements for the frontage improvement areas to be diverted to the water quality vault will be included in the TIR and final engineering plan submittal • Page 6 of the previously submitted Report will be revised in the TIR and final engineering plan submittal to address the revised conditions COFW/Sarady Long memorandum dated 3/6/02 As noted in the memo, each of the comments should be addressed prior to Building Permit Application. We will therefore address each item in detail as a part of the Final Engineering Plan submittal to be included with the upcoming Building Permit Application and have revised the enclosed Preliminary Grading, Utility and Channelization Plan to address some of the items at this time as follows: 1) Signal modification plans will be included the final engineering plan submittal 2) As noted on the enclosed plan,, the affected existing signal on SR99 is proposed to be re -located to the west behind the proposed sidewalk 3) Discussion with our traffic consultant confirms that the proposed traffic signal pole must stay as previously shown and a proposed signal pole with pole mounted vehicle head is shown at the northeast corner of the intersection Art Pederson April 2, 2002 Page 4 of 4 4) Truck -turning movements at the driveway intersection with South 340th Street accommodate a typical UHaul truck by the 40' wide driveway with 20' curb returns. As noted above, the UHaul entry onto South 340'' Street will be revised to be a COFW standard commercial driveway pending confirmation that required truck - turning motion is provided using the maximum driveway width. This will be addressed prior to final engineering plan submittal and an exhibit showing truck - turning movements will be included the final engineering plan submittal 5) The southerly taper is depicted on the enclosed plans and a north taper (if required) will be included the final engineering plan submittal 6) A street lighting plan for SR99 and South 340`E' Street will be included the final engineering plan submittal 7) The pavement thickness on SR99 will be verified and added pavement will be installed to meet COFW standards and will be addressed as a part of the final engineering plan submittal This re -submittal addresses all of the review comments and/or requested items. Please complete your review so that the Process III approval can be issued and the Process IV Public Hearing can be scheduled as soon as possible. If you have any additional questions, please do not hesitate to call. Sincerely, TRIAD ASSOCIATES Don Hill, P.E. Project Manager Enclosures cc: Parul Butala, U-Haul International, Inc. Ashish Dandavate, Dick Fritshe Design Group Brad Taggart, Builders Inc. A MERC�7 EAL ESTATE CO.�i.PANT7 �1 CONSTRUCTION DEPARTMENT AMERCO REAL ESTATE COMPANY • 2727 N. CENTRAL AVE. • PHOENIX, AZ 85004 PHONE: (602) 263-6502 • FAX: (602) 277-1026 • EMAIL parul_butala@fc.uhaul.com March 26, 2002 Art Pederson Madonna Planning & Development Services Dear Art: It was a pleasure talking to you over the phone. Per our conversation, please find enclosed a copy of the revised site plan and elevation for the proposed L-Haul Project in Federal Way. We have tried to address all your comments in your letter dated February 22 2002. A.1 Per our conversation, we do provide some excess spaces for overflow parking. Below is the phone number and address for Foerster Engineering. Stanton Foerster Foerster Engineering, LLC PO Box 2492 Rowlett, TX 75030-2492 Phone 469 222 8140 A.2 Project will be conditioned on the installation of the subject signs ..... What is meant by " subject signs" ? Could you please clarify? A.4 We are resubmitting elevations of all buildings including building B & E. Also height of buildings is shown on the drawings. Section 22-1634 Site desi n a) General Criteria: 2) & 3) Pedestrian Areas & Benches: Per our discussion we will relocate the bench closer to the bus stop. Benches was incorrect in previous submittal, there is one proposed bench. d) Pedestrian Circulation & Public Spaces 2) Pedestrian Pathways: Please see revised site plan, the pathways are marked as stamped colored concrete (brown/terracotta). AM E RCS REAL ESTATE COMPANY CONSTRUCTION DEPARTMENT AMERCO REAL ESTATE COMPANY • 2727 N. CENTRAL AVE. • PHOENIX, AZ 85004 PHONE: (602) 263-6502 • FAX: (602) 277-1026 • EMAIL parul_butala@fc.uhaul.com 4) Bicycle Rack: Please see revised site plan, per our phone conversation we have added the Bicycle Rack in the landscape area north of the handicap parking spaces. 5) Outdoor Furniture & Fixtures: Per our discussion we will relocate the bench closer to the bus stop. Signage will be permitted separately and the freestanding sign will not conflict with the proposed landscaping. e) Commercial Service and Institutional Facilities. 2) Site Utilities: Don Hill from Triad will respond to this comment. Section 22-1635 Building Design All Districts b) Building Fagade Modulation and Screening Options: 1) Fagade Modulation: Building A: East Side: Towards the north end of the east elevation the building jogs in about 15 feet. Towards the south end the building plane (around the windows) is extruding out about 6" and is a different color. This change in color with a 6" pop out breaks the monotony and creates the modulation. We have also added more than required features for articulation to break the monotony of the fagade. North Side: Towards the east side of the North elevation, there is break in the fagade with the "gray tower". There is difference in the plane of 6" and with the color change, it breaks the monotony and creates the modulation. There is also a canopy above the windows along the eastern end of the North elevation. We have also added more than required features for articulation to break the monotony of the fagade. Building E: North Side: Every 60' the building setbacks 2', which meets the criteria per the code. AM RC SOL)( REAL ESTATE COM PANY CONSTRUCTION DEPARTMENT AMERCO REAL ESTATE COMPANY • 2727 N. CENTRAL AVE. • PHOENIX, AZ 85004 PHONE: (602) 263-6502 • FAX: (602) 277-1026 • EMAIL parul_butala@fc.uhaul.com South Side: We have added "two tower elements" with change in color and texture to break up the monotony and add modulation. 2) Landscape Screening: South Elevation of building B and north elevation of building E both meet this requirement. The use of second option has been addressed above. 3) Canopy: We have modified the canopy along the east elevation of building A to meet the 50% requirement. c) Building Articulation and Scale: The north elevation of Building A has been revised. Per our discussion we have added additional glazing to the previous one window to the northeast section. The northwest section has been revised with more doors. Additionally the north elevation of Building E and South Elevatim of Building B have been revised to add banding for articulation purposes. Section 22-1638 District Guidelines b) Business Park: 3) Storefront Windows are clear glass. I hope that we have satisfactorily addressed all your comments. If you have any questims or need any further information, please tali me at 602 263 6852. Sincerely, 0"� Parul Butala. Cc: Don Hill, Triad Associates. Greg Fewins, Deputy Director. CITY OF February 22, 2002 Don Hill Triad Associates 11814 115'hAvenue NE Kirkland, WA 98034 Via Fax: 425 821-3481 RE: ACKNOWLEDGEMENT OF RECEIPT OF RESUBMITTAL AND REQUEST FOR ADDITIONAL INFORMATION Regarding U Haul Mini -Storage and Truck Rental Facility 34001 Pacific Highway South File No. 01-103406-OOUP Dear Don: I have reviewed the eight (8) items submitted February 15, 2002 in response to the previous letters and memorandums from the relevant review departments at the City. Thank you. The material has been distributed to Sarady Long and Kevin Peterson of the Public Works Department. This letter contains comments, questions and requests for additional information from planning review of the re -submitted items. Any comments, questions or requests for additional information from Public Works will be sent separately. My comments follow the format used in the 2/13/02 letter from you and the 2/4/02 letter from Parul Butala of AMERCO. Only those items eliciting comments, questions or requiring additional information are listed. All others can be considered addressed by your most recent submittal. Triad Letter A.1. Parking Analysis. I have forwarded the parking analysis to the traffic engineer in Public Works for his comments. The report does not explain why 29 general parking spaces are provided (35 shown less 6 for display truck parking). Please provide telephone and address for Foerster Engineering, LLC so any other questions, if they arise, can be directed to Stanton Foerster. REQUEST FOR ADDITIONAL INFORMATION PAGE 2 U HAUL SELF-STORAGEAND TRucKRENTAL FACILITY CCTYFILENOS.: 01-103407-OOSE, 01-103406-OOUP A.2. Project will be conditioned on the installation of the subject signs prior to issuance of Certificate of Occupancy. Retention and maintenance of the signs throughout the life of the business will also be a condition of approval. AA. Asked for "color and material elevation drawings of all sides of the storage units that will line the perimeter of this site (and therefore be visible from the public right of way). (Building D is not included in this requirement.) The re -submitted elevations do not show either Building B or E. From the view of Building B in the re- submitted east elevation, it appears this building may be almost, if not, two stories. It is necessary to know its height as well. See additional comments below in response to AMERCO's 2/4/02 letter. AMERCO Letter A-4. Same as "AA." above. Section 22-1634. Site Desi a) General Criteria 2) Pedestrian Areas and Amenities. Letter states "seating areas and outdoor benches" are incorporated in the site plan. I was able to identify what appears to be a bench on the north side of the southern pedestrian walkway, however there is no written indication of this on the plan or in the legend_ Please clarify_ Where are the other "areas" and "benches"? 3) Pedestrian Areas. Please identify the pedestrian area (see code selection of pedestrian areas which includes "seating areas") that is "near the proposed bus stop". An additional bench along this walkway is appropriate. d) Pedestrian Circulation and Public Spaces 2) Pedestrian Pathways. These shall be "delineated by separate paved routes using a variation in paved texture and color" (FWCC 22-1634 (d)). Please describe the choice of pavement material and color_ Sheets 2, 3, and 4 of 4 only state "marked walkway". Pavement striping of pedestrian walkways is not an option. Additional comment: A similarly delineated pedestrian walkway should be added to the front fagade of the building between the "eggshell black" garage door and the northeast corner of the building where it meets the north to south pedestrian walkway. 4) `Bicycle Rack is provided on site plan." I cannot find this item on the site plan. Convenient placement close to the front entrance and street is important. 5) "Outdoor Furniture & Fixtures such as lighting, benches and freestanding signs are incorporated in the site design." Please identify "benches" and proposed freestanding sign. Any anticipated freestanding sign should be designed to not conflict with the required landscaping_ Signage is regulated and permitted separately from Process III approval under FWCC Article XVIII. r� REQUEST FORADDiTIDNAL INFORMATION PAGE 3 U HAUL SELF-SmRAGEAND TRucKRETITAL FACILITY CTTYFILENOS.: 01-103407-009E, 01-103406-OOUP f) Commercial Service and Institutional Facilities. 2) Site Utilities. There was no response to this item. If located in the front landscape area, identify on the site plan and indicate the manner in which they conform to FWCC 22-1634(f)(2). Section 22-1635. Building Design: All Districts b) Building Fagade Modulation and Screening Options. This criterion requires the use of "at least two of the four options described" in this subsection. 1) Facade Modulation: The re -submitted elevation drawings are not scaled and therefore it is not possible to assess their compliance with the minimum and maximum width and depth criteria. Also, no accurate plan view accompanies these elevations also making it impossible to assess the depth requirements of these subsections. Specifically, the @ 200' north elevation and @185' South Elevation do not appear to comply with required modulation. The ground level walls of the northwest and northwest sections of the north elevation will require treatment under this subsection or `Building Articulation" below. 2) Landscape Screening: Type II Landscaping screening is OK for the south elevation of Bldg. B and the north elevation Bldg. E. However, since these will be visible from the public right of way they will also require the use of a second option under 22-1635(b). Submitted elevations for Buildings B and E should clearly show the application of this second option- 3 ) Canopy. Please describe (and scale) the manner in which the proposed canopy complies with this criterion. It appears to be well beneath the 50% requirement. c) Building Articulation and Scale. The elevation drawings re -submitted show an increase in methods of articulation. However, the ground level walls of the northwest and northeast sections of the north elevation face the S 340 Street ROW and thereby need to incorporate items from the list of "Methods" in paragraph 2 of this subsection. A suggestion for the northeast section of this North Elevation is the inclusion of additional glazing along with the one window section included in the second elevation submittal. Also, please clarify. the "white" cornice shown on the re -submitted South Elevation. This differs from the cornice on the remainder of the building. Is this intentional? The requirements of this criterion also apply to the rear of all storage units (Buildings B and E) that are visible from the right of way. Section 22-1638. District Guidelines b) Business Park. 3) Please clarify if the storefront windows labeled "storefront glass" are clear or mirrored. REQUEST FORADDITIONAL INFORMATION PAGE 4 U HAUL SELF-STORAGEAND TRucKRENTAL FACILITY CITYFILENOS.: 01-103407-OOSE, 01-103406-000P This Request for Additional Information suspends the Expedited Review time frame. It will be re -started within fourteen (14) days of the date of your complete response to this request_ If you should have any questions regarding this letter or your development project, please feel free to call me at 206.297.2106, or Greg Fewins, Deputy Director, at the City of Federal Way, at 253.661.4108. Sincerely, f I) Art Pederson Contract Associate Planner Madonna Planning & Development Services CITY OFf ON, March 7, 2002 Triad Associates Don Hill 11814 115t1i Avenue NE Kirkland, WA 98034 CITY HALL 33530 1 st Way South PO Box 9718 RE. Permit #01-103406-000-00•-UP; U-HAUL FACILITY 34001 Pacific Hwy S Dear Mr. 3111: (253) 661-4000 Federal Way, WA 98063-9718 This letter responds to your February 15, 2002 plait submittal. The following items should be addressed prior to Building Permit Application to facilitate less review time spent during technical review, of the project. This should not be considered a comprehensive list, arid is intended only to provide guidance on items shown on the current plan. Plan sheet items: Please utilize Federal Way Development Standards (available on the Federal Way We}: site, or available at Kinko's in Federal Way). (The SR 99 Street section cites `CX_ STD's' ...) - The cross section for S 3401h Street shows extruded curb on the southerly paved edge_ This must be concrete curb and gutter All new catch basins in the public right-of-way must be fitted with vaned grates. Extruded concrete curb must be added to the northerly paved edge of S 340`h Sti- et. - Catch Fusin spacing must follow Federal Way standards. - Add storm drair, stub -outs from the catch basins in S 340th Street, extended :brill past the north edge of pavement, and capped for future inlets along the north side of the street. - A catch basin riser conversion (FW Std. Dwg.-4-18) will need to be installed on existing CB "E" in Pacific Highway, near the south end of the site. - Pacific Highway Road Section — Planter to be 6', utility strip to be 3'. - S 340`h Street Road Section -- distance from EP to north prop line is shown to be 3-feet on the plan view and 4-feet on the section. If 4-feet, then R/W dedication will be 41 feet. - Provide City Standard Approval blocks in the lower right-hand coiner of all. civil plan_ sheets. - A city standard commercial/industrial driveway must be installed at the site driveway on S 340`' Street. - Continue the sidewalk west, to the end of the street improvement, on S 340'h Street. - A street lighting plan is required as part of the SR 99 and S 340`h Street improvements plans. L vaa slid! Triad Associates Permit #01-103406-000-00-UP Page #2 - Extend the right-of-way dedication for S 340th Street to the east line of the storm drainage easement line for the Kitts Corner Regional Detention Facility. - There is only a 27-foot aisle width between Building E and the RV Parking Canopy. This needs to be at least 28 feet, based on the Fire Department requirements. T.I.R. items: - Add a drawing/sketch of the WQ vault in the T.I.R. (Section view, with dimensions). - Provide pipe outfall velocities for the outfall near the wetland boundary. - Provide calculations for the street improvement areas diverted to the WQ vault. - Page 6 of the TIR indicates no off -site flows being routed to the WQ vault, this statement needs to be changed Please see the attached March 7 memo to Art Pederson; Contract Associate Planner, from Sarady Long, Traffic Analyst for additional comments on the latest submittal - City. Engineering and. T.I.R. checklists have been provided. to help in determining additional items to be addressed in order to help prepare the civil plans and T.I-R. for your project. Please contact me at (253) 661-4037 if you have any questions. Sincerely, Kevin Peterson Engineering Plans Reviewer KP:tm cc: Art Pederson, Contract Associate Planner Project File Day File L\c sdc\d ocs\save\8508599068. d oc CITY OF C-- /E=r rE 7 335301 ST WAY SOUTH DATE: March 6, 2002 TO: Art Pederson, Contract Associate Planner FROM: Sarady Long SUBJECT: U-HAUL FACILITY - (01-103406-00-UP) 34001 PACIFIC HWY S MEMORANDUM Public Works Department This memorandum provides review comments from the Traffic Division on the February 15, 2002 submittal. In order to expedite review time during Building Permit, the following items should be addressed prior to Building Permit Application: 1. The applicant should submit complete signal modification plan for the SR 99 at 16th Ave S intersection prior to Building Permit Application. Please submit signal plan to the City and WSDOT for review. 2. Please identify possible location of the existing traffic signal on SR 99 that is to be relocated. 3. Due to intersection offset, the proposed traffic signal pole on the southeast corner will not function properly. Alternatively, a new signal pole and pole mounted vehicle head could be installed at the northeast corner of the intersection. 4. The site shall be constructed to accommodate trucks turning in/out of the site without obstructing traffic on the main street. Truck turning path at the proposed driveway and street connecting to SR 99 should be submitted to the City. Auto -Turn computer software may be used in the analysis. 5. Tapers and transitions beyond the site frontage must be provided and depicted on the site plan. Taper rate shall be WS^2/60. 6. Street lights are required along SR 99 and S. 340th Street and should be shown on the plan. Please see attached street light standards. 7. Pavement thickness on SR 99 should be verified and should meet the City of Federal Way standards for a Principal Arterial requirement. L:\CSDC\DOCS\SAVE\8583023096.DOC I +C L a Ca �. ,. ' , ,� � • • 111 = I ®` ,Y ID ir •� +r ti•:�'i�`,�'- . � � - i.'. , is • .� CY'^i�,3 j�`l�i+��: :71•{+' - i ■ '. Yam^ r. �� .��...-.sY�- Y i� � �yL�T��i�._ . i��iJ!�� •.}....�=41�.�� ....� ._. _.:.--.-•---•T'-.+.-4,..--.,--.ter-...__.�--,•---•--��-�- - .. _ -n ARM - ice` Oki Nor r s B CITY OF CITY HALL 33530 1 st Way South PO Box 9718 March 7, 2002 Triad Associates Don Hill 11814 115th Avenue NE Kirkland, WA 98034 RE: Permit #01-103406-000-00-UPs U-HAUL FACILITY 34001 Pacific Hwy S Dear Mr. hill: (253) 661-4000 Federal Way, WA 98063-9718 This letter responds to your February 15, 2002 plan submittal. The following items should be addressed prior to Building Permit. Application to facilitate less review time spent during technical review of the project. This should not be considered a comprehensive list, and is intended only to provide guidance on items shown on the current plan. Plan sheet items: - Please utilize Federal Way Development Standards (available on the Federal Way Web site, or available at Kinko's in Federal Way). (The SR 99 Street section cites `C.K. STD's' ...) - The cross section for S 340th Street shows extruded curb on the southerly paved edge. This must be concrete curb and gutter - All new catch basins in the public right -of --way must be fitted with vaned grates. - Extruded concrete curb must be added to the northerly paved edge of S 3401h Street. - Catch basin spacing must follow Federal Way standards. - Add storm drain stub -outs from the catch basins in S 340th Street, extended north past the north edge of pavement, and capped for future inlets along the north side of the street. - A catch basin riser conversion (FW Std. Dwg. 4-18) will need to be installed on existing CB "E" in Pacific Highway, near the south end of the site. - Pacific Highway Road Section — Planter to be 6', utility strip to be 3'. - S 340th Street Road Section — distance from EP to north prop line is shown to be 3-feet on the plan view and 4-feet on the section. If 4-feet, then R/W dedication will be 41 feet. - Provide City Standard Approval blocks in the lower right-hand coiner of all civil plan. sheets. - A city standard commercial/industrial driveway must be installed at the site driveway on S 340th Street. - Continue the sidewalk west, to the end of the street improvement, on S 340th Street. - A street lighting plat; is required as part of the SR 99 and S 3401h Street improvements plans. Don Hill Triad Associates Permit #01-103406-000-00-UP Page #2 - Extend the right-of-way dedication for S 340th Street to the east line of the storm drainage easement line for the Kitts Corner Regional Detention Facility. - There is only a 27-foot aisle width between Building E and the RV Parking Canopy. This needs to be at least 28 feet, based on the Fire Department requirements. T.I.R. items: r - Add a drawing/sketch of the WQ vault in the T.I.R. (Section view, with dimensions). - Provide pipe outfall velocities for the outfall near the wetland boundary. - Provide calculations for the street improvement areas diverted to the WQ vault. - Page 6 of the TIR indicates no off -site flows being routed to the WQ vault, this statement needs to be changed Please see the attached March 7 memo to Art Pederson; Contract Associate Planner, from Sarady Long, Traffic Analyst for additional comments on the latest submittal. City. Engineering and. T.I.R. checklists have been provided, to help in determining additional items to be addressed in order to help prepare the civil plans and T.I.R. for your project. Please contact me at (253) 661-4037 if you have any questions. Sincerely, Kevin Peterson Engineering Plans Reviewer KP:tm cc: Art Pederson, Contract Associate Planner Project File Day File I: \csdc\d ocs\save\8508599068.d oc CITY fjr�- \Af Y7 335301 ST WAY SOUTH DATE: March 6, 2002 TO: Art Pederson, Contract Associate Planner FROM: Sarady Long SUBJECT: U-HAUL FACILITY - (01-103406-00-UP) 34001 PACIFIC HWY S MEMORANDUM Public Works Department This memorandum provides review comments from the Traffic Division on the February 15, 2002 submittal. In order to expedite review time during Building Permit, the following items should be addressed prior to Building Permit Application: 1. The applicant should submit complete signal modification plan for the SR 99 at 16th Ave S - intersection prior to Building Permit Application. Please submit signal plan to the City and WSDOT for review. 2. Please identify possible location of the existing traffic signal on SR 99 that is to be relocated. 3. Due to intersection offset, the proposed traffic signal pole on the southeast corner will not function properly. Alternatively, a new signal pole and pole mounted vehicle head could be installed at the northeast corner of the intersection. 4. The site shall be constructed to accommodate trucks turning in/out of the site without obstructing traffic on the main street. Truck turning path at the proposed driveway and street connecting to SR 99 should be submitted to the City. Auto -Turn computer software may be used in the analysis. 5. Tapers and transitions beyond the site frontage must be provided and depicted on the site plan. Taper rate shall be WS^2/60. 6. Street lights are required along SR 99 and S. 340th Street and should be shown on the plan. Please see attached street light standards. 7. Pavement thickness on SR 99 should be verified and should meet the City of Federal Way standards for a Principal Arterial requirement. L:\CSDC\DOCS\SAVE\8583023096.DOC From: "Art Pederson" <artpederson@home.com> To: <greg.fewins@ci.federal-way.wa.us> Date: 3/7/02 2:21 PM Subject: Inquiry about SEPA and coordination w Public Works Greg, On Wednesday you asked me about the issuance of the DNS for UHaul. As I think I understand the issue, it seems that Sarady and Kevin were surprised that it was issued/or they feel that there are issues outstanding that needed to be addressed that could have made it a Mitigated DNS. I have reviewed my notes etc from after the DRC until November when it was issued. Here is what I can recount for you. At the DRC of 9/13 Sarady and Kevin indicated that they forsaw only code based ROW improvements. On 9/22, Kevin sent me a "complete" [riemo along with comments for ROW/street issues to pass along to the applicant. There were no SEPA comments. On 10/22, Sarady gave me a memo with roadway comments and the word that a TIA was not required for the project. There were no SEPA comments. This memo originally said "incomplete", but after conversations with Sarady about the information needed he changed that to "complete". I do not have notes saying anything else on this. As you know I did a combined Not of App and Anticipated DNS as there had been no comments forthcoming from other reviewers to indicate a MDNS or other determination and this is an expedited project. During the two months between the Not of App and Notice of DNS I did not receive any comments about possible SEPA mitigations, although I spoke with both guys during that time. That is all I can recount. Hopefully this answers some questions, although, for me, it raises this one; What is there that needs to be addressed, how can it be done per code at this point and how can I help? Art CC: <apederson@madronaplanning.com> CITY OF CITY HALL 33530 1 st Way South PO Box 9718 March 7, 2002 Triad Associates Don Hill 11814 115th Avenue NE Kirkland, WA 98034 RE: Permit #01-103406-000-00-UPs U-HAUL FACILITY 34001 Pacific Hwy S Dear Mr. Hill: (253) 661-4000 Federal Way, WA 98063-9718 This letter responds to your February 15, 2002 plan submittal. The following items should be addressed prior to Building Permit. Application to facilitate less review time spent during technical review of the project. This should not be considered a comprehensive list, and is - intended only to provide guidance on items shown on the current plan. Plan sheet items: Please utilize Federal Way Development Standards (available on the Federal Way Web site, or available at Kinko's in Federal Way). (The SR 99 Street section cites `.C.K. STD's' ...) The cross section for S 340th Street shows extruded curb on the southerly paved edge. This must be concrete curb and gutter All new catch basins in the public right-of-way must be fitted with vaned grates. Extruded concrete curb must be added to the northerly paved edge of S 3401h Street. Catch basin spacing must follow Federal Way standards. - Add storm drain stub -outs from the catch basins in S 340th Street, extended north past the north edge of pavement, and capped for future inlets along the north side of the street. - A catch basin riser conversion (FW Std. Dwg. 4-18) will need to be installed on existing CB "E" in Pacific Highway, near the south end of the site. Pacific Highway Road Section — Planter to be 6', utility strip to be 3'. - S 340`h Street Road Section — distance from EP to north prop line is shown to be 3-feet on the plan view and 4-feet on the section. If 4-feet, then R/W dedication will be 41 feet. Provide City Standard Approval blocks in the lower right-hand corner of all civil plan sheets. - A city standard commercial/industrial driveway must be installed at the site driveway on S 340th Street. - Continue the sidewalk west, to the end of the street improvement, on S 340t" Street. A street lighting plan is required as part of the SR 99 and S 3401h Street improvements plans. Don Hill Triad Associates Permit #01-103406-000-00-UP Page #2 Extend the right-of-way dedication for S 340th Street to the east line of the storm drainage easement line for the Kitts Corner Regional Detention Facility. - There is only a 27-foot aisle width between Building E and the RV Parking Canopy. This needs to be at least 28 feet, based on the Fire Department requirements. T.I.R. items: - Add a drawing/sketch of the WQ vault in the T.I.R. (Section view, with dimensions). - Provide pipe outfall velocities for the outfall near the wetland boundary. - Provide calculations for the street improvement areas diverted to the WQ vault. - Page 6 of the TIR indicates no off -site flows being routed to the WQ vault, this statement needs to be changed Please see the attached March 7 memo to Art Pederson, Contract Associate Planner, from Sarady Long, Traffic Analyst for additional comments on the latest submittal. City. Engineering and. T.I.R. checklists have been provided. to help in determining additional items to be addressed in order to help prepare the civil plans and T.I.R. for your project. Please contact me at (253) 661-4037 if you have any questions. Sincerely, Y.IVIVI_ CZL'-� Kevin Peterson Engineering Plans Reviewer KP:tm cc: Art Pederson, Contract Associate Planner Project File Day File 1:\csdc\d ocs\save\8508599068.d oc JOFG J33.301 ST WAY SOUTH DATE: March 6, 2002 TO: Art Pederson, Contract Associate Planner FROM: Sarady Long SUBJECT: U-HAUL FACILITY - (01-103406-00-UP) 34001 PACIFIC HWY S MEMORANDUM Public Works Department This memorandum provides review comments from the Traffic Division on the February 15, 2002 submittal. In order to expedite review time during Building Permit, the following items should be addressed prior to Building Permit Application: The applicant should submit complete signal modification plan for the SR 99 at 16th Ave S intersection prior to Building Permit Application. Please submit signal plan to the City and WSDOT for review. 2. Please identify possible location of the existing traffic signal on SR 99 that is to be relocated. 3. Due to intersection offset, the proposed traffic signal pole on the southeast corner will not function properly. Alternatively; a new signal pole and pole mounted vehicle head could be installed at the northeast corner of the intersection. 4. The site shall be constructed to accommodate trucks turning in/out of the site without obstructing traffic on the main street. Truck turning path at the proposed driveway and street connecting to SR 99 should be submitted to the City. Auto -Turn computer software may be used in the analysis. 5. Tapers and transitions beyond the site frontage must be provided and depicted on the site plan. Taper rate shall be WS^2/60. 6. Street lights are required along SR 99 and S. 340th Street and should be shown on the plan. Please see attached street light standards. 7. Pavement thickness on SR 99 should be verified and should meet the City of Federal Way standards for a Principal Arterial requirement. L:\CSDC\DOCS\SAVE\8583023096.DOC U Haul Facility — Pacific Highway South and S 34& St Items to be addressed for Building Permit Application (This list is NOT comprehensive, and is only intended to provide guidance on items shown on the current plans) Plan sheet items: &tilize Federal Way Development Standards (available on FW Web site, or at Kinko's) V—� Street lighting plans for Pac. Hwy S and for S 34& St 'Catch basin spacing per Federal Way Standards ;�$. #low5 tci" byjAss'L1be-@v&e r Aitilize CB riser conversion (FW dwg # 4-18) on CB in PHS at south end of site -Add extruded concrete curb along north edge of paving of S 340'' St ,Xtub out and cap storm to north side of pavement in CB,s on 34e vAH new CB's used as inlets on public streets to be fitted with vaned grates Xxtruded curb cannot be used on south side of 34&1 needs to be concrete curb and gutter hHS Road Section detail — Utility strip to be 3 feet, planter strip to be 6 feet 44& St Road Section detail — Prop line to EP shown to be 3 feet on plan view �,gLgwlgngth(sQuth�Df' O to be"e ual-tb—,W&z/60� b.'rovide City Standard Approval Block — all sheets ! �. T.I.R. items: � dd a drawing/sketch of the WQ vault to the TIR VProvide calc's for new street improvement areas diverted to WQ vault vll age 6 of the TIR indicates no off -site flows being routed to the WQ vault — this changed during discussions in the meeting on Jan. 24, 2002, change this statement as necessary Any items per Sarady ???? Provide Standard Checklists for their use. FEB 08 2002 1 : 36PM TRIAD FISSOC I ATES (425) 821-3481 P.1 FAX COVER SHEET Date; February 8, 2002 '! To: Arthur Pederson Sarady Long Parul Butala From: Don Hill Fax Number: (206) 297-2301 +1 (253) 661-4129 +1 (602) 277-1026 i Company: Madrona/COFW COFW UHAULTriad Job No.: 99-355 Pages: 4 (Including Cover) f RE: U-Haul Federal Way Hard Copy: ❑Will be sent ® Will not be sent Message: Art - I have revised the site planlpreilminary engineering plan to show the channelization that we discussed in our meeting with other city staff plan an 1/24 as shown on the attached pages. I have also attached a copy the portion of the "old" conceptual site plan provided by the property owners to the north who are applying separately for a rezone. The preliminary channel€nation plan shows the traffic flow in and out of the U+laul site with a Yz right-of- way improvement of South 340t Street (including temporary fire access turnaround west of the entry) entirely on the U-Haul parcel. The future alignment west of the U-Haul South 340t2' Street entry has a 400' horizontal curve which shows the future right-of-way alignment to beat least 20' from the nearest U-Haul building, to extend to the approximated 100' wetland setback on the property to the north (which is at the top of the fill slope), and to be aligned with the potential/conceptual road alignmenttshown on the "old" conceptual site plan provided by the property owners to the north. The South 340 Street i alignment/channelization that I have shown will accommodate the future extension of South 340rh Street to the west to serve the property to the north with a 90 degree turn to the north as shown.. Alternatively, the northerly properties can be served by connecting to South 340'' Street directly across from the U- Haul South 340"' Street entry. Please call to discuss this alignment as I plan on making the re -submittal to address all City comments next Wednesday showing this alignment. Thanks - Don CONFIDENTIALITY NOTICE: The material contained in this FAX transmission is private and confidential, and Is Intended only for use by the Individuals named en this sheet. Use, disclosure, copying, distributIdn or reliance upon the information contained in this FAX by anyone other than the individuals named Is prohibited. If you have received this FAX in error, please call (425) 821-&44$ or (WO) 4SM756 to arrange for the return of this material. Did You Know? 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The ON of Federal Wav is not responsible for misuse by Kevin Peterson or anvone else. Page 1 of 1 Kevin Peterson - Re: U-Haul From: Kevin Peterson To: Art Pederson Date: 02/01 /2002 10:35 AM 5ubJect: Re: U-Haul Art, We won't issue any permits until after Process IV approval. They can submit for their permits after Process III Land Use Approval, but without Process IV Approval, they would be on the hook for any time spent on review, plus permit application fees. It seems to me to be a bit of a risk, in case the Hearing Examiner asked them to look at another option, or they had to do some re -design, which could add additional review time, besides the cost of possibly changing the design in some way. By the way, do you know if they'll be looking to go through expedited review on the construction permit process,"? (That would be an additional expense....) Kevin Peterson Engineering Plans Reviewer >>> "Art Pederson" <apederson@madronaplanning.com> 0 1/3 1/02 01 :32PM >>> Hi Kevin, Thanks for the update. I had already told Don that we would not support the 3' issue. I figured that the city doesn't want to be potentially burdened with not being able to use that 3' of ROW because of their own requirement for UHauls landscaping. Instead of any resistance, Don said "Fine". I have a question you or Jim might be able to answer. Don asked me if construction/grading documents can be submitted ( I take it, grading and buildinq permits applied for) before the Process IV approval is given by the Hearing Examiner. That is for an intrusion into the buffer for sewer hook-ups. He realizes that the Hearjng Examiner may say no, or more likely say, do it different, but wants to move along the grading and construction DWG review after Process III Land Use approval is given. Do either of you "insiders" know if this 15 OK. As always, indebted to your response, Art file://C:\V;INDOW5\TEMP\GW}00003.HTM 02/04/2002 Page 1 of 1 Kevin Peterson - Re: U-Haul From: To: Date: Subject: Hi Kevin, "Art Pederson"<apederson@madronaplanning.corn> "Kevin Peterson" <Kevin.Peterson@ci.federal-way.wa.us> 01/31/2002 1:27 PM Re: U-Haul Thanks for the update. I had already told Don that we would not support the 3' issue. I figured that the city doesn't want to be potentially burdened with not being able to use that 3' of ROW because of their own requirement for UHauls landscaping. Instead of any resistance, Don said "Fine". I have a question you or Jim might be able to answer. Don asked me if construction/grading documents can be submitted ( I take it, grading and building permits applied for) before the Process IV approval is given by the Hearing Examiner. That is for an intrusion into the buffer for sewer hook-ups. He realizes that the Hearing Examiner may say no, or more likely say, do it different, but wants to move along the grading and construction DWG review after Process III Land Use approval is given. Do either of you "insiders" know if this is OK. As always, indebted to your response, Art �i Kti� pro L"CS5 r lfP�r�� 1 SSU�e I� file://C:\WINDOWS\TEMP\GW}00003.HTM 01/31/2002 Page 1 of 1 Kevin Peterson - Re: U-Haul From: Kevin Peterson To: Art Pederson Date: O 1 /3 1 /2002 9:23 AM 5ubject: Re: U-Haul Art, I discussed with Jim Harris their proposal to utilize 3 feet of the right-of-way to fulfill their 10 foot landscaping requirement, and he didn't feet the city would support that. I don't know their parking re-jutrementy, but could they reduce the drive aisle, or put in compact stalls, or combination of both to fit the entire 10' landscaping on their parcel ? Otherwise, it looks like they'll have to look at moving that road north (at least 3 feet) and maybe having to get a temporary construction/slope easement on the property to the north. Kevin Peterson Engineering Plans Reviewer >>> "Art Pederson" <apederson@madronaplanninq.com> 01/28/02 03:39PM >>> Hi Thanks for the reply. A point of clarification. The landscape area and ROW issue is one of "Is it OK for an applicant to fulfill 3' of their landscaping requirement on dedicated ROW? That is what they are proposing to CIO. art file://C:\V;INDOWS\TEMP\GW}00003.HTM 02/04/2002 Page 1 of 1 Kevin Peterson - Re: U-Haul From: "Art Pederson" <apederson@madronaplanning.com> To: "Kevin Peterson" <Kevin.Peterson@ci.federal-way.wa.us> Date: 01/28/2002 3:34 PM Subject: Re: U-Haul F. Thanks for the reply. A point of clarification. The landscape area and ROW issue is one of "is it OK for an applicant to fulfill 3' of their landscaping requirement on dedicated ROW? That is what they are proposing to do. art file://C:\WINDOWS\TEMP\GW}00003.HTM 02/13/2002 Page 1 of 1 Kevin Peterson - U-Haul From: Kevin Peterson To: met:apederson@madronaplanning.com Date: O 1 /25/2002 3:07 PM 5ubject: U-Haul Art, I talked to Ken Miller, Deputy Public Works Director, about the 3 foot utility strip being utilized as part of their I 0-foot landscape requirement, and he had no problem with that. 5o basically it's a planning issue at this point. On another note, just FYI, per 5arady, the proposed 5R 99 Phase 2 improvements will end at the north property line, therefore the frontage improvements are required. I will pass this information along to Don Hill at Triad. Kevin Peterson Engineering Plans Reviewer file://C:\WINDOWS\TEMP\GW) 00003 .HTM 02/04/2002 - W�i 1AW Py7 Al H. _jIlemkit P1 ART rIS"SM :� �7 i I IN No P'n pntm :.14 mS A ; i, O ON W M jam y5i W. M w, -sp _111%1�wf r 0 t,.wjj11 -4 AM 1A 'Is.w. ON Offig MIA 01, ON gir. qnj WI gN- NABW pa A EIS iNT . AN L 37 41 N _01 W-rat gg, irk EM, ILL' 'ARR - kyIs OWA L . a WEIR wit ng It -li Mm ff s on MR M &w-v, Lur ME ME 'Mos MIR Nw. 0 A , ME - NN LIN T'm. F W- F,? fi -, i z rm jj iffij U. IP W is - T ! r I. rJ�IUffia- HIM WO!r0i A 4% 1'. 0 1 i 1 170.18' (169-96' RECORD 5, 3y0� St�ET SITE DEMOGRAPHICS GOVERNING MUNICIPALITY: CITY OF FFOERAL WAY CURRENT HHUPERTY ZONING: 'BC MINIMUM FRONT BUILDING SETBACK_ 50' MINIMUM SETBACK PROVIDED: 50' MINIMUM SIDE BURRING SETBACK: 20' MINIMUM SETBACK PROVIDED: 20' MINIMUM REAR BUILDING SETBACK: 20' MINIMUM SETBACK PROVIDED: 610' MAXIMIIM HEIGHT RESTRICTION: 35' LOT ACREAGE: 8.27 ACRES (360,364 S-F.) GROSS SQUARE FOOTAGE OF NEW BUILDING: 58,550 S.F. NET RENTABLE SOUARE FOOTAGE: 53,050 S.F- E 9 279.60' v or II u s In�ui- C01rLL�.r' j��.ec� {-� lc�.h v►� Sir a.r�� ,� ��ay �., ; tea.. 5�-- SA— i�,WZvexr*Af/ S etc o w�fzs,, W-0r' t vA ev c7 V P�v1� w«i J C�71 to-' �tr Ge9v► w1510.11 — S�`�q I 'f�l Z -Q►��ts S o r(a,� fin, �. �,, - vD,l�kyt, JAN 24 2002 9:38AM TRIAD ASSOCIATES (425) 821-3481 P.1 I S ❑ r, Date: January 24, 2002 I To: Kevin Peterson Art Pederson Parul ButalaFrom: Don Hill Q Fax Number: +1 (253) 661-4015 (206) 297-2301vi +1 (602) 277-1026VII" Company: City Federal Way Madrona Planning UHAULTdad Job No.:99-355 Pages: 2 (Including Cover) RE: UHaul Federal Way Hard Copy: ❑ Will be sent ® Will not be sent Message: Kevin, Attached is an "South 340th Exhibit" showing the solution I discussed with you yesterday. The site plan shows South 340`h Street improved at 241 wide (for two lanes) with curb, gutter, planting strip and utility strip per your Standard Section R from SR99 to •-60 west of the center of the proposed U-Haul entry off' of South 340`h Street. This alignment provides a 101 planting strip between the back of the sidewalk and the parking. The west end terminates at the property line to provide a fire truck hammerhead turnaround. The west end has a horizontal curve (-218' at centerline) for future extension to serve the properties to the north and to provide a 20' building setback from Building C. I will meet with you and other City review staff (including Art Pederson, City contract reviewer) today at 1pm to discuss this solution so we can complete our plan revisions to address your review comments/make our re -submittal and so that the public hearing can be set. Don CONFIDENTIALITY NOTICE: The material contained in this FAX transmission Is private and confidential, and is intended only for use by the individuals named on this sheet. Use, disclosure, copying, distribution or reliance upon the information contained In this FAX by anyone other than the individuals named Is prohibited. If you have received this FAX in error, please call (425) 821-8448 or (800) 488-0756 to arrange for the return of this material. — ' Did You Know? The 2001 Snohomish County Tomorrow Growth Monitoring report is available at http:/Iwww.co.snohomish.wa.us. This annual publication has population, employment, residential development, and housing cost trends. 11814 1 IS' Avenue NE Kirkland, Washington 98034-9623 TRIAD 425.621 8448. 800,488.0756 • Fax 425.821.3481 www.triadassoc.com 1240�, ' I J 5. F,lw Cl' 41' ` 1 'do'�— 1 7N, o November 21, 2001 Mr. Donald J. Hill Triad Associates 1814 115a' Avenue NE Kirkland, WA 98034 Re: Federal Way File Nos. 01-103407-00-SE & 01-1013406-00-UP ENVIRONMENTAL THRESHOLD DETERMMATION U-Haul Self -Storage and Truck Rental Facility; 34001 Pacific Highway South Dear Mr. Hill: This office and other City staff have reviewed the Environmental Checklist you submitted. We have determined that the proposal will not have a probable significant adverse impact on the environment. As a result, an Environmental Impact Statement (EIS) is not required to comply with the State Environmental Policy Act (SEPA). A copy of the Determination of Nonsignificance (DNS) is enclosed. A 14-day comment period is required by the SEPA Rules (WAC 197-11-340). Consistent with the provisions of WAC 197-1.1-355, a single integrated comment period was utilized to obtain comments on the Notice of Application and Notice of Anticipated Determination of Nonsignificance. The integrated notice inviting comments was published in the Federal Way Mirror on September 27, 2001. No comments were received during the comment period that ended October 10, 2001. Having received no comments and following review of the submitted SEPA information, the Department has determined that the DNS should be issued. A legally required 14-day appeal begins as of this date and will end December 5, 2001. No licenses, permits, or approvals will be issued until completion of the appeal period. Our decision not to require an EIS does not mean that the license, permit, or approval you are seeking from the City has been granted. Approval or denial of the proposal will be made by the appropriate administrative or legislative body vested with that authority. The environmental record is considered by the decision maker(s) and conditions will be imposed to reduce identified environmental impacts as long as the conditions are based on adopted and designated City policy. Mr. Donald 7. Hill Page 2 November 21, 2001 After a final decision has been made on your proposal (i.e., after an approval or permit has been issued or City Council action taken, as applicable), you may, but are not required to, publish a Notice of Action as set forth in RCW 43.21 C.075. The Notice of Action sets forth a time period after which no legal challenges regarding the proposal's compliance with SEPA can be made. A copy of the Notice of Action form and copies of RCW 43.21 C.080 and WAC 197-11-680 providing instructions for giving this notice are available from the Department of Community Development Services. The City is not responsible for publishing the Notice of Action. However, the City is responsible for giving a notice (to parties of record) stating the date for commencing a judicial appeal (including the SEPA portion of that appeal) if your proposal is one for which the City's action on it has a specified time period within which any court appeals must be made. If you need further assistance, please call Art Pederson, Contract Associate Planner, at 206-297- 2106, or Greg Fewins, CDS Deputy Director, at 253-661-4108. Sincerely, Kathy McClung, Director Department of Community Development Services enc: DNS Staff Report c: Art Pederson, Contract Associate Planner Greg Fewins, CDS Deputy Director 01-103407-00-SE Doc. I.D. 17142 DATE: 0 �Z`�to TO:�� PO Box 9718 • 33530 First Way South • Federal Way, WA 98063 Phone: 253-661-4000 0 Fax: 253-661-4129 w 1 ni im mi, ii 11 1,111 -Urre- in 11 # of Pages: •Z Including Cover Page Qv� S From: COMPANY: ( e-iAx) Dept: PHONE: (�ZS �Zi- ��t Phone: FAX: (AZ5IBZl- 3 A 18l RE: T� Comments: V-c5l+" �f FtAA-,LLL WOP-%" u- �(AlAL _ 1Pi&CkL-tom (O`- 103IAO&Ltd) ` _ t 7 ifs D PG`� G —34 1 `!1— C r— . —IHE b MDDJF- s is q-HI✓ P��N'� u��ti.l� K0b1 FI (-A'nGt'-( A M.ODkF«AICTO0 Z-7QL4�us-r W4,s aAULAC-D PeR TEALS sI-Ef 19 1MVC'N1�-1i�C��.l►iZ��R_ Please calf immediately if there is a problem with this transmittal. PW k. jformsifax transmittal. doc 10/29/2001 16:51 FAX 2536614129 CITY FEDERALWAY a 001 xcsk�c TX REPORT xc�c TRANSMISSION OK TX/RX NO 2201 CONNECTION TEL 914258213481 SUBADDRESS CONNECTION ID TRIAD ASSOCIATES ST. TIME 10/29 16:50 USAGE T 00'45 PGS. SENT 2 RESULT OK CITY Or PO Box 9718 • 33530 First Way South ' Federal Way, WA 98063 Phone: 253-661-4000 •Fax: 253-661-4129 YET E3r f 1 a •Si.T� '� lyl �' � MF I 4 DATE: 0L-npi # of Pages: Z Including Cover Page TO: 14— vz S From: n.L COMPANY: S Dept: PHONE: 4ZS eZt- Phone: Z,S3 L— D3 FAX: Z.5 l- 34$l RE: Auv— L-tom Comments: 4 S L-P— r D Paste_ S ': cq M� S7l F1 c�4t��pt•S s kl&S A?f L0Z:D POP- L -SITE, Jg kh4l z-f--1 1. L�69 Eel, .mv �M C1TY OF y 33530 IST WAY SOUTH DATE: October 22, 2001 TO: Art Pederson, Madrona Planning FROM: Sarady Long SUBJECT': U-HAUL FACILITY - (01-103406-00-UP) 34001 PACIFIC HWY S MEMORANDUM Public Works Department After reviewing the submitted materials and a site visit, I have the following comments. 1. The application is incomplete. 2. A TIA is not required for this development. However, the applicant must submit signal modification plan for the SR 99 at 16'h Ave S. Please refer to Right of Way modification from Ken Miller, Deputy Director dated January 22, 2001. 3. The site shall be constructed to accommodate trucks turning in/out of the site without obstructing traffic on the main street. Truck turning path at the proposed driveway and street connecting to SR 99 should be submitted to the City. Auto-Tum computer software may be used in the analysis. 4. Tapers and transitions beyond the site frontage must be provided and depicted on the site plan. Taper rate shall be WS^2/60. 5. Transit facility on SR 99 must be addressed. Please contact King County Metro at 206-684-1599 for comments. L:\CSDC\DOCS\SAVE\28468999075.DOC U-haul Self -Storage and Truck Rental Facility Project - Transit Zone Ol— d34C6r age 1 of 1 Sarady Long - Fw: U-haul Self -Storage and Truck Rental Facility Project - Transit Zone From: "Art Pederson" <apederson@madronaplanning.com> To: <sarady.long@ci.federal-way.us> Date: 09/28/2001 2:37 PM Subject: Fw: U-haul Self -Storage and Truck Rental Facility Project - Transit Zone Sarady, I assume you are the appropriate party. A this has been issued as an Anticipated DNS, hopefully we can capture any improvements needed for Metro under a Code basis. Art ----- Original Message ----- From: Alexander. Paul To: 'Greg Fewins, Fed. Wy, CDS' Sent: Friday, September 28, 2001 12:37 PM Subject: U-haul Self -Storage and Truck Rental Facility Project - Transit Zone Metro has a bus zone going southbound at this location. We will need to be involved in the frontage improvements design stage to be sure that transit needs are included. For this zone, we'd only need a landing pad and to see if the zone location can be adjusted to be near a streetlight. Please have the appropriate party form the City and the Developer contact me so we can discuss the situation. Thank you. Paul Alexander Transit Route Facilities 206-684-1599 email: paW.alexander metrokq.gov file://C:\Windows\TEMP\GW } 00006.HTM 10/09/2001 CITY OF ,a. Y 335301 ST WAY SOUTH DATE: September 20, 2001 TO: Art Pederson FROM: Kevin Peterson SUB3ECT: U-HAUL FACILITY - (01-103406-00-UP) 34001 PACIFIC HWY S MEMORANDUM Public Works Department After reviewing the preliminary plans submitted, and a visit to the site, Public Works Development Services has determined the application complete, with the following items to be addressed: Comments relating to the site plan: 1) Provide a section view of the proposed frontage improvements on Pacific Highway South on the site plan, including dimensions. The section should show the existing asphalt, new curb and gutter, planter strip, sidewalk, existing right-of-way line, and proposed right-of-way line. Please indicate on the plans the classification of Pack Highway South as a Principal Arterial. 2) Per the Right -of -Way Modification letter dated Jan. 22, 2001, a 12-foot right-of-way dedication is required along the Pacific Highway South frontage to allow for the placement of the above street improvements. Plans need to be revised to reflect this dedication. 3) Also noted in the modification letter, the proposed S 3415t St roadway along the north property line shall have 24-feet of pavement and a 3-foot utility strip offset from the back of the sidewalk. Some additional width of right-of-way dedication may be necessary to accommodate this street section. Also, extend the right-of-way dedication line west, to the easterly line of the permanent easement line. 4) Provide a section view of the proposed S 3415t St roadway on the site plan, including dimensions. 5) Provide dimensions for the existing right-of-way and existing street improvements for Pacific Highway South on the site plan. 6) Provide the curb radius dimension at the south curb return of the new S 341st St intersection with Pacific Highway South. 7) Per Federal Way City Code (FWCC) 16-47, the overhead utility lines along the property frontage will need to be placed underground. Any new utility lines along the new S 3411t St and new service connections to the buildings shall also be underground. 8) The GeoTech Report will need to address design pavement thickness for all roadways and drive aisles. Pavement design thickness for Fire Department access ways within the site shall be designed per Federal Way Fire Department load requirements. 9) Please address additional items per comments provided by the city's Traffic Division. 10) Please address items circled on the attached Commercial Land Use Review Checklist. Comments relating to the storm system: 1) Roof runoff shall be tightlined to the approved surface water system. 2) Please review the wetvault volume calculations. It appears the preliminary volume calc is low, and the vault may need to be increased in size. 3) Storm drainage is required as part of the frontage improvements. New impervious areas, as part of the frontage improvements and subject to vehicular traffic, shall be treated for water quality. 4) The storm inlet at the north end of the wetvault should be combined with the system inlet at the south, to provide the greatest flowpath length through the vault. Miscellaneous: The following are provided to the applicant for information only, as they may affect the extents and costs of improvements in Pacific Highway South. 1) The waterline connections in Pacific Highway may be located under the old concrete roadway. If the waterline is found to be under the concrete, then the concrete panels may need to be replaced, and the asphalt restored per any conditions of the Right -of -Way Permit for the waterline connections. Additionally, Pacific Highway South is currently undergoing an asphalt overlay project in the vicinity of the site. If the overlay project extends along the frontage of the site, additional street roadway restoration requirements may be required. CITY OF PO Box 9718 ' 33530 First Way South • Federal Way, WA 98063 Phone: 253-661-4000 • Fax: 253-661-4129 0 DATE: ) 12,D p # of Pages: Z Including Cover Page TO: � D - �so� From: COMPANY: t6 Ahz-ct- k Dept: PHONE: FAX: Zd(� 9 -� Comments: Phone: �q RE: ik mac. ' s ql E t mm S 't-VL AT A ZE 19 Please cal/ immediately if there is a problem with this transmittal. PW k: iformsl fax transmittal. doc 09/20/2001 09:25 FAX 2536614129 CITY FEDERALWAY Q 001 TRANSMISSION OK TX/RX NO CONNECTION TEL SUBADDRESS CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT xc TX REPORT x��c 1854 912062972301 09/20 09:25 00'49 2 OK PO Box 9718. 33530 First Way South • Federal Way, WA 98063 Phone: 253-661-4000 • Fax: 253-661-4129 DATE: 10 of Pages: Z Including Cover Page TO: ��.>�sar.!' From: >�1i�1 I PL COMPANY:_MAb wg Dept: PHONE: FAX; Zoe Z' Comments: Phone: _ {�❑ �6 L-403-1 RE: u- %AA'U. - [01- to34DG U P�_ 4E e--F 5 Ql" fVC A JIOF � CITY HALL 33530 1 st Way South ? t (253) 661-4000 PO Box 9718 Federal Way, WA 98063-9718 January 22, 2001 v.Pr�JGtm�'1 1� r �� I P, �?* v ,3 Don Hill Triad Associates �✓ �3 11814 - 115th Avenue NE Kirkland, WA 98034 \�. Et+ RE: Permit 1101-100244-000-00-SM; U-HAUL FACILITY 34001 Pacific Highway S; Right of Way Modification Dear Mr. Hill: 4 a This letter responds to your request to waive the required street improvements associated with the proposed U-Haul development on Pacific Highway. Specifically you requested a waiver from the requirement to construct a north -south street across the subject property for future connection between S 336th Street and S 348t" Street. After evaluating the existing conditions, review of Federal Way City Code (FWCC) provisions (Sections 22-1496 and 22-1477), and the direction provided by the City Council, the Public Works Department hereby modifies the requirements for street improvements applicable to your permit application, as discussed below. FWCC Section 22-1477, Modification of Improvements Along Property Frontage - This code section allows the Public Works Director to grant a request to modify, defer, or waive the required street improvements only after consideration of four specific reasons. The reason most applicable here is contained in FWCC 22-1477, "(2) Unusual topographic or physical conditions preclude the construction of the improvements as required." The subject property is adjacent to the Kitts Corner Regional Detention Facility. Wetlands and a stream lie to the north, south and west. Commercial properties to the south are developed with vehicular access to Pacific Highway. Therefore, street connection from this property south to S 344th Street would be difficult. However, a street connection to the north from this property to S 3360, Street, as well as an east -west street along the north property line to Pacific Highway is feasible. As a result, the required north -south street improvements across the subject property will be waived. However, the applicant is required to construct half street improvements along the north property line. The improvements shall include a minimum 24-foot asphalt road surface, curb and gutter, four - foot planter with trees, six-foot sidewalk, streetlights, and a three-foot utility strip meeting city street Cross -Section "R." The centerlines of the new street and the east leg of the intersection of Pacific Highway and 16th Avenue S must align. In addition, modification to the existing traffic signals and/or installation of new signal poles and signal heads at the above intersection will be required to insure Right of Way Modification January 22, 2001 Page 2 proper operation of the west leg. Also, frontage improvements to Pacific Highway are required and shall conform to standard Cross -Section "A," which includes 45-foot pavement from centerline to curb, curb and gutter, six-foot planter strip with street trees, eight -foot sidewalk, three-foot utility strip, and streetlights. A right of way dedication of twelve feet is necessary to accommodate these improvements. A professional engineer registered in the State of Washington must design all street improvements to City of Federal Way and Washington State Department of Transportation (WSDOT) standards. The conditions of this right of way modification will be applicable for one year from the date of this letter. If a building permit is not issued within the one-year time limit, the right of way modification will be void, and a new request for modification must be submitted. If you have any questions, call Jim Femling, Senior Engineering Plans Reviewer, at (253) 661-4196. Sincerely, s Ken Miller, P.E. Deputy Public Works Director KM/JF.i if cc Trent Ward, Development Services Manager Hazem El-Assar, Assistant Traffic Engineer Kathy Messinger, ROW Engineering Tech Jim Harris, Community Development Senior Planner Randy Carlin, 2727 N Central Avenue; Phoenix, AZ 85004 Project File (JF) Day File 1:\csdc\d ocs\save\43 66 8094. doc SITE DATA VICINITY MAP MOM—, gglimpso LEGEND NOT TO SCALE APPLICA T: HA UL IN 7ERNA 77 ONA L PROPOSED U 77U TY ur CONS TRUC77ON AND RENO VA 77ON 2727 NORTH CENTRAL AVENUE BOUNDAR Y RIGH T— OF— WA Y PHOENIX 0 SEWER MANHOLE 11K .v AZ 85004 CEN TER LINE TE rz V) PARUL BUTALA EA SEMEN T E CATCH BASIN, TYPE I cs 602-26J-6502 STORM DRAIN PIPE c� (9 CATCH BASIN, TYPE H 4mosim GOD 14M GNOME= SE WER MA IN CONSUL TAN To- TRIAD A SSOCIA 7ES --,3 0 9- 10 0 EXIS TING CON TOURS PR OPOSED A SPHA L T PA VEMEN T 11814 115 TH A VENUE NE 20 EXISTING CONTOURS KIRKLAND, WA 98034 10'p PROPOSED CONTOURS co DON HILL, PE --.422 -------- 2' PROPOSED CONTOURS W Z 425-821-8448 cj EXIS 77NG FEA 7URES S 348TH ST. GO VERNING MUNICIPALI TYo CITY OF FEDERAL WA Y SD— EXIS 77NG S TORM DRA IN PIPE El EXIS 77NG CATCH BASIN, TYPE I EXIS 77NG SEWER MAIN C EXIS77NG SEWER MANHOLE CURRENT PROPERTY ZONING: W— EXIS 77NG WA TER MAIN -o- EXIS77NG POWER POLE —PO— EXIS77NG POWER LINE ..... . ... �Q EXISTING FIRE HYDRANT MINIMUM FRONT BUILDING SE7BACK: 50 EXIS 77NG TELEPHONE LINE vo MINIMUM SETBACK PROWDED: 68 4" EXISTING STREET LIGHT MINIMUM SIDE BUILDING SE7BACK: 20 EXIS 77NG SIGN MINIMUM SE7BACK PROWDED: 20* .9 EX. ssm� FEDERAL WA Y MINIMUM REAR BUILDING SE78ACK., 20 RIM== JO 0. 9 7' MINIMUM SETBACK PROV4DED: 8 p P VC E MAX 8" PVC OUT W. IMUM HEIGHT RES77?IC770N. J5 CTR CW�L IE=295.97' EX. SSMH "'A RIl 31,3.98' L 0 T A CREA GE: 8.27 ACRES (J60,,J64 SF,) 8" PVC IN S. & E SQUARE FOOTAGE OF NEW BUILDING: 6 Os 6 75 S. F. EX. SSMH "'C EX. SDAli �' I 61 8" FVC OUT W. NET RENTABLE SQUARE FOOTAGE: 6 4.o 050 S, F. RIM=J00.23' 24" D. IN S. 1E=J00.52` CTR CHNL IE=29704 8 PVC IN N. & E. 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Ill", I;— SANITARY SEWER -/;o I Z1. p C I)VI XZ 171111, Qb c� Q) TRANSFORMER ell Q) -�o R .. MANHOLE A� IY5 Qs N 'y Ou T w"11111 N5 "/;o I 'e.", UNABLE TO I/Ix ell �Illlel '"Y"A I. 100 S -P,, IC TORM? ...... ....... 0 -1- .4 *011, 14 101% 40% NORTH LOCATE END 10141,ll, XXXXIX, �Illle, lo"Ix/ %oo %of %40 1 9 0 0 1 1 o %.o of %w#,;s v C8 )'E)) DRo�INA GE EA SEM,N T ------ sup - OF PIPE .0 1 1 t I 1 .4 %,4 1 1 ON "o RIM=50,9.90' a- %.* i %,o -0. %of %.# %0 1- FUTURE EDGE OF R/W FUTURE (INSTALL SOLID LOCKINGILID DEDICA TED 00% 014 011% 011% EX PVMNT oil 1-40 % 11volvis IiAll s v PHALT 15 D. I. P. IN S. IE=,30J. 0 A- %o# i V 4- L.0 s L.0 % 00 1 1 9 L- %do %op %.o I I I I I : �Z /w 20.' 1 AS R1`W =J. 384" FU TURE 33 R/W FU 7URE 33 R/W TAPER 15 D. I. P. OU T W. 1E 7� NOR 7H �J/ 40 R/W DEDICA 77ON I 10 PLAN7ER Jp - "771 1TV EA SEMEN 7-0 5" CONCRETE PAVEMENT WTH BASE 099 ,"A SIDEWALK wo 101, n, au umm c1- 12 LQ IL L 0 Q Q Qn- Q, 0 Qk Qj L -I MAX. --------------- 2. ---------- 4,#w, IF ow Mvp 0 L W.F EXTRUDED CONCRETE CURB ROAD SEC77ON PER CITY OF FEDERAL 1MY STANDARDS Ql� EX. FIRE H� ANT 7"' � ZY' Nu"'I'Mo ALL NEW CATCH BASINS IN PUBLIC RIGHT-OF-WAY SHALL BE nnrD wpi VANED GRA TES 0 A# BM UHA UL . ..... ....... ................... , C8 "F RIM=310.04 15 " D. I. P. IN S. IE= 304.96 15" D.I.P. OUT N. IE==304.88 % 2002 TRIAD ASSOCIATE.S. . . . .. .. P, PROJECT ENGINEER 40-ENISE UF77N. RLA PROJECT L14NDSCAPE ABC FIRST SUBMMAL DATE* 7110101 SCALE's NORM 4. -. I Jo Vm,: NIA VT, irM EXPIRES: 4/26/03 15111014�19 STAMP NOT VALID as UNLESS SIGNED AND DATED on i7-A JOB NO, 9900359 SIMET N09 3oF 4 Em 0 ♦ ♦+I ,Jl f r � r 1, r r +r' r' r A J (J. "11111,11111111gil i In lizmiiil� AWN& ,2 9 f S, e X co '7/ e Wetiand Limit Per Delm'w• ea tion 41; By A ESI H r re .1 :111 (J. 0 X, .0 t X +�„/ r Ao * ♦ A*' ♦ f r . r r`, GRI' VEL R 0A, e CBS= zoom ♦♦4f NOW$ ... X�e' 'rw PLANT LIST LANDSCAPE 1�ATA SYMBOL 50TANICAL/COMMON NAME SIZE CON1"-'*0')I T I ON/REMARKS MYRICA CALIFORNICA/ PACIFIC WAX MYRTLE Q9 PRUNUS LAUROCERASUS LAUREL ROSA RUGOSA/ WILD ROSE (V) V15URNUM PLICATUM 'TOMENTOSUMV DOU5LE FILE V15URNUM 5 GAL. 5 45/CONT, 24" MIN. 5 GAL. 545/CONT, 24" MINO 5 GAL. 545/CONT., OC. 24" MIN. 5 GAL. 5450'WCONT., 5 FT. OC. 24" MIN. A A TOTAL SIGNIFICANT TREES EXISTING TREES TO VE RETAIN=&-w EXISTING TREE"051* TO 5E REMOVED THERE ARE NO SIGN IFIC"0'4ANT TREE"0010' ON SITE NOT APPLICA5LIE A NOT APPLICA5LE TOTAL LANDS" CAPE AREA 86 i0ol" INCLUDES FRONTAGE 4 PARKING LOT LANDSCAPING C A A v AREA 2 6 PAWING LOT LAND86 A 1*0 17'r DROUGHT TOLERANT LANDSCAPE AREA 213,12 6 SF (INCLUIC.'.)ES' ALL LAND5'-'CAF--wt AREAS EXCEPT LAUN ALONG FRONTAGE) enwemft'� #a a LANDSCAPE AREA TO 5E IRRIGAT=L.� wITH IC360 SF A PERMANANT IRRIGATION S'Yt`5hTEM (INCLUDES" FRONTAGE AREA WITH LAWN TO 5E IRRIGATED') tit d 1h J I C) 2002 TRIAD ASSOCIATES 11814 11 5th Ave. N E Kirkland, WA 98034-692.1 .425-821.8448 425.821.3481 fax 800-488.0756 toll free www.triadassoc.com � o z N C4 L'4 A?' N h PROJECT ENGINEER -DMSE* UFnN. RIA PROJECT IANDSCAPE ARCHITECT FIRST SUBIUTTAL DAT1, 6125101 SCALK, How.- 1' 30" VwA SHEET NO$ "+w. 4oF4 mANINCMICPG ESHA x 1� LL A N T S IZE S P Amm C I mrY' G 111, ME" USsalal Gaultheria shalloh gallon 31 on center 213 os oceanspray Holodiscus discolor I gallon per schematic atic A '11 �j Oo -tonum tall Oregon grape Mahonia aqui galloncenter 5' on 97 O rose Rosa nutkana i gallon 3' on center 102 Omountain ash Sorbus sitchensis 2 gallon per schematic 15 FIELD ADJUST PLANTING LOCATIONS AS NEEDED To ACCOMMODATE MICROCLIMATES. SHEET1 DATE 10/01 WETLAND BUFFER RESTORATION GOALS As compensation for temporary wetland buffer impacts, restoration of disturbed wetland buffer areas with native shrub species is proposed. The overall goal of the proposed Wetland Buffer Restoration Plan is to restore the disturbed buffer areas with native shrub species. z5pecific goals of this wetland buffer restoration plan are as follows: - Increased structural diversity and plant species richness in temporarily disturbed wetland buffer areas through the planting of native woody species; and - Reduce the aerial coverage of select invasive species within temporarily disturbed portions of the wetland buffer through mechanical and/or hand removal methods and the planting of native woody species. SEEDING In addition to the planting of native species, a seed mixture comprised of creeping red fescue (Festuca rubra) (50 percent by weight) A and bentgrass (Agrostis alba) (50 percent by weight) shall be hydroseeded throughout all disturbed areas, including the recontoureu slope and shrub planting area. This seed mixture should be applied at a rate of 20 pounds per acre. MULCH Cedar Grove medium grade compost mix, or approved equal, uniform in color, free from weed seed, sawdust, and splinters. Mulch shall not contain resin, tannin, wood fiber, or compounds detrimental to plantgrowth. Source shall be from freshwater mill. PLANT MATERIAL General All plant material shall be of accepted size standards as specified in American Standard Nursery Stock (latest edition). All plants shall be of normal habitat of growth, and shall be healthy, vigorous, and free of disease, insect eggs, and larvae. Scientific nomenclature shall conform with Standard Plant Names, latest edition. Names not present in this listing shall conform to accepted scientific nomenclature in the nursery trade. Fortrees and shrubs, no less than 10 percentof each variety or species shall be accurately labeled. Plant materials shall have durable, legible labels stating the correct scientific plant name. Size, quality, and quantity requirements shall meetthe standards listed in the Specifications and Drawing I All plants shall beat least equal to size specified on the plant schedule. Oversize plants are acceptable, butwithoutan increase in the contract price. Trees and shrubs of a size reduced from those specified will not be permitted unless appr I oved by project biologist and/or landscape architect. Plant delivery shall be as close to plant installation as possible to avoid extended storage of live materials on-s I ite. Plant materials shall be packaged with care for transitto the project area. Branches shall be tied back, and bark shall be protected with chafing by ropes and wires. Plants in storage shall be protected from weather and packed to burlap bags to prevent damage from provide protection against climate and breakage during transit. Do not drag plant material without proper root and branch protection. Lift containerized plants by containell I r. Do not drop any plant materials or damage root system. PLANT MATERIAL SOURCE The following are acceptable sources for each particular type of plant material: Shrubs Local nursery grown plants will be accepted. Plants are to be derived from stock acclimated to western Washington environmental conditions, having been consistently cultivated and grown under similar conditions. PLANT QUALITY Shrubs General: Plants shall have all leaders and buds intact. Container Stock: Provide container stock grown in container long enough to provide a root system that reaches the edges of the container in which it has grown. Shrubs shall be well rooted and shall have sufficient root mass to hold together the soil, in which it is growing, when removed from the pot. General Only personnel experienced in the installation of native plant materials shall perform planting and all planting shall occur under the direct supervision of a qualified supervisor. Planting locations will be checked by the project biologist priorto I or during planting. Planting shall not take place during freezing weather or when the ground is frozen or excessively wet. Once accepted on -site, all plants shall be protected at all times from animal damage, vandalism, drought damage, frost damage, and wind damage. Plants that cannot be planted within one (1) day after arrival at project site shall be "heeled -in" or otherwise stored temporarily in accordance with accepted horticultural practice in a manner that does not compromise the health of the plant material. Plants stored under temporary conditions shall be kept moist and protected from extreme weather conditions. Plant stock shall remain securely wrapped and protected; shall be stored in moist sawdust; and shall be kept cool, using cold storage if necessary. All plant pits shall be excavated with vertical sides. Vegetation within the vicinity of the plantina pit shall be s(.*-.raped out and disposed of appropriately. The bottom of all excavated planting pits shall be scarified to a depth of 4 .. inches and the sides of the pit shall be roughened. The planting contractor shall construct a 3- to 4-inch high, hand compacted earth berm around each plant for use as a watering basin. The radius of the watering basin is to be equal to at leastthe height of the plant. After plant installation, place a minimum 3 inches of an organic mulch within the basin around each plant. All plants are to be watered within 24 hours after planting. Contalner"Ized Plants The rootball of all containerized plants is to be thoroughly soaked prior to planting. Excavate a planting hole three times as large as the rootball. Remove plant from container with rootball completely intact. Insert rootball into planting hole without bending or damaging the roots, and place root collar at finished grade. If container stock appears to be rootbound, slash roots vertically with a sharp knife along the outside of rootball in three (3) places minimum before planting. Use moist, pulverized, native soil for backfilling, ensuring that good contact with rootball is rnade. Frozen or muddy mixtures shall not be used for backfilling. Midway through the backfill process, water thoroughly to settle soil Complete backfill atfinished grade and ensure the plant is at proper alignment. Water agai,n to settle soil and add additional backfill as necessary if roots become exposed. Construct a circular, 3- to 4-inch high, hand compacted earth berm around each plant for use as a watering basin. Place 3 inches of organic mulch within watering basil do V 40 Z Alk W V 000 A 0 K 'Aft W Ak Ak AV. Ak AAK W Aw IL Iq W_. WMAI 4ft A�ft AMI h Ak # MA!W1A IL-ALALI _—�W Ak Aft AW Aft A11% In addition to plant installation oversite (as necessary) monitoring and reporting will be performed over a 5-year period as follows'. 1W Aft - Observations/evidence of wildlife use. -A general assessment of the stability of the recontoured slope. - overall condition of the enhancement area, including evidence of human disturbance. - Photo documentation from the permanently established photostations. The as -built report shall be submitted to the City of Federal Way within 45 days of plant installation. All subsequent reports shall be submitted to the City of Federal Way for review and approval within 4 weeks of completion of the monitoring effort. ENHANCEMENT PERFORMANCE STANDARDS 100 percent survival of all planted material after one year. - 80 percent survival of planted material after five years. GENERAL MAINTENANCE Annual maintenance of the wetland buffer restoration area during the monitoring period will include the control of scotch broom (Cytisus scoparius) , as wel I as , the removal of I itter/garbage CONTINGENCY replanting�i shall be conducted only after the reason for failure has been if plant survivorship does not meet the established criteria, i ditions, hydrologic conditions, identified (e.g., poor planting stock, incorrect moisture regime, herbivory, disease, shade/sun con vandalism, plant competition, etc.). Any replanting effort required would occur between late fall through the following spring. All contingency plans would be submitted to the City of Federal Way for approval prior to implementation. A report shall be submitted to the City of Federal Way following the implementation of any contingencyplan(s). PERFORMANCE SECURITY As required by the FWCC Section 22-1358(e)(1)(f), a performance bond in an amount of 120 percent of costs of implementing the mittedtotheCity of Federal Way priorto co rmencementof construction activitieson the projectsite. restoration plan shall be sub WWII N1W01MWWAM0WAV0X� TORATION GOALS, PLANT INSTALL ION G U I DELI N ES, M0N1T0R1'N0'mG SCHEDU RLEj AND PERFORMA CES NDAR Associated Earth Sciences Inc. RES WE01 LAND BUFFI=R REo ORATIU"N P"LAN a milli 0 1 1AUL e%1 F EDt=RAL WAY uUmn E oil N t-t=DERAL WAY, WAe**H U .111I I 1 0", 01-11 ''Ilp''N' WI III I I I I Si r% I I oriEET 2 rJ S orr,% VI cn Oman On 4m da a= me 6 +r�. 9- S x % x. V,) V/11 ;d l v % T % ell % x X. ♦ le A Wetland Liml lin tion "I',, Per De ea A 1� X By A ESI x, x 0 x r iIi �.{ ## • : ! r J r i d r r "I Hr fr °' N r+ l M{ r r, { Jr r `' # # t r f '� '� { r H --o0 4 4 , I I r r "e'. i., e, 4. % ,Ole, V, 0 4, o A 14 % % E-V RI�V",VE-L R •0A, -*D • ... ... ... . ....... .. . ... .. ... .. mod%* V 4m 4w ... . ....... z :0,� . "w ", ..... ....... ....... ...... '11r... ....... r TRSE RETENTION TOTAL SIGNIFICANT TREES EXISTING TREESRETAINED EXISTING TREES" TO 5E REMOVED TA No SIGNIFICANT TREES ON 51T5 HERE ARE NOT APrL ICA5L= NOT APPLICA5LE TOTAL LANDSCAPE AREA SC A PING INCLUDES FRONTAGE 4 PARKING Lc:� LAND At", A 215(o SF PARKING LOT LANDSCAPE AREA DROUGHT TOLERANT LANDSCAPE AREA 28,126 SP (INCLUDES ALL LANDSCAPED AREsAS EXCEPT LAWN ALONG FRONTAGE") LANDSCAPE AREA TO 5E IRRIGATED WITH SF PENANT IRRIGATIONARMASYSTEM mll�lll'l C) 2002 TRIAD ASSOCIATE P A'l 40 tit ii 5'xV CLEAR TEMP GLASS WITH ANODIZED ALUM. 2!n (eLACK) TRIM - TYl-- ANIN FIN. 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S" ev mow~ ;K Wb 7Z4/140 NW V6 0 r4 x+ a e, Al N lN It 14 ............. .. . ✓ r.i tin F may, wwA IV Ak'wn H A gallon os oceanspray Holodiscus discolor A gallon per schematic 1 9 Oo tall Oregon grape Mahonia aqu irolum A gallon 5' on center 97 O loft ro Sm", e Rosa nutkana 1 gallon 3' on center 102 O Mountain ash Sorbus sitchensis z gallon per bL; ofto%hernato c 15 L, WWA, I "I TRAL IT "N I "Mill Vol WETLAND BUFFER RESTORATION GOALS As compensation for temporary wetland buffer impacts, restoration of disturbed wetland buffer areas with native shrub species is proposed. The overall goal of the proposed Wetland Buffer Restoration Plan is to restore the disturbed buffer areas with native shrub species. Specific goals of this wetland buffer restoration plan are as follows'. - Increased structural diversity and plant species richness in temporarily disturbed wetland buffer areas through the planting of native woody species; and - Reduce the aerial coverage of select invasive species within temporarily disturbed portions of the wetland buffer through mechanical and/or hand removal methods and the planting of native woody species. SEEDING In addition to the planting of native species, a seed mixture comprised of creeping red fescue (Festuca rubra) (50 percent by weight) cent by weight) shall be hydroseeded throughout all disturbed areas, including the recontoured and bentgrass (Agrostis alba) (50 per slope and shrub planting area. This seed mixture should be applied at a rate of 20 pounds per acre. MULCH Cedar Grove medium grade compost mix, or approved equal, uniform in color, free from weed seed, sawdust, and splinters. Mulch shall not contain resin, tannin, wood fiber, or compounds detrimental to plant growth. Source shall be from freshwater mill. PLANT MATERIAL AM Aa Ift 40 40 '0, 0 Ak Do not drag plant material without proper root and branch protection. Lift containerized plants by container! Do not drop any plant materials or damage root system The following are acceptable sources for each particular type of plant material: Shrubs Local nursery grown plants will be accepted. Plants are to be derived from stock acclimated to western conditions, having been consistently cultivated and grown under similar conditions. Shrubs General.- Plants shall have all leaders and buds intact. Container Stock: Provide container stock grown in container long enough to provide a root system that container in which it has grown. Shrubs shall be well rooted and shall have sufficient root mass to hold tog growing, when removed from the pot. PLANTING hington environmental iches the edges of the er the soil, in which it is General in the installation of native plant materials shall perform planting and all planting shall occur under the Only personnel experienced r. Planting locations will be checked by the project biologist prior toot during planting. direct supervision of a qualified superviso Planting shall not take place during freezing weather orwhen the ground is frozen or excessivelywet. Once accepted on -site, all plants shall be protected at all times from animal damage, vandalism, drought damage, frost damage, and wind damage. Plants that cannot be planted within one (1) day after arrival at project site shall be "heeled -in" or otherwise stored temporarily in accordance with accepted horticultural practice in a manner that does not compromise the health of the plant material. Plants stored under temporary conditions shall be kept moist and protected from extreme weather conditions. Plant stock shall remain dust- and shall be kept cool, using cold storage if necessary. securely wrapped and protected; shall be stored in moist saw 7 All plant pits shall be excavated with vertical sides. Vegetation within the vicinity of the planting pit shall be scraped out and disposed of appropriately. The bottom of all excavated planting pits shall be scarified to a depth of 4 inches and the�,sldes of the pit shall be roughened. The planting contractor shal I construct a 3- to 4-i nch high , hand com pacted earth berm around each plant for use as a watering basin The radius of the watering basin is to be equal to at least the height of the plant. After plant installation, place a minimum 3 inches of an organic mulch within the basin around each plant. All plants are to be watered within 24 hours after planting. 0 Sciencest Inc. Associated Earth Containerized Plants ting. The rootball of all containerized plants is to be thoroughly soaked prior to plan Excavate a planting hole three times as large as therootball. Remove plant from container with rootball completely intact. Insert rootball into planting hole without bending or damaging the roots, and place root collar at finished grade. If container stock appears to be rootbound, slash roots vertically with a sharp knife along the outside of rootball in three (3) places minimum before planting. Use moist, pulverized, native soil for backfilling, ensuring that good contact with rootball is made. Frozen or muddy mixtures shall not be used for backfilling. Midway through the backfill process, water thoroughly to settle soil. Complete backfill at finished grade and ensure the plant is at proper alignment. Water again to settle soil and add additional backfill as necessary if roots become exposed. Construct a circular, 3- to 4-inch high, hand compacted earthn berm around each plant for use as a watering basin. Place 3 inches of organic mulch within watering basin. IRRIGATION Prior to plant installation, the planting contractor shall install a temporary irrigation system. The planting contractor shall design and construct a temporary system, including heads, valves, backflow preventor, and controller. The irrigation system shall be maintained by the planting contractor for one growing season. Additionally, costs incurred for water during the first year of irrigation shall be borne by the planting contractor. All planted materials shall be watered during the dry season (June 15 to October 15) as necessary to keep the plants healthy, to prevent plantwilting, and to promote deep plant root structure (i.e., 1 inch water per week). All permits and inspections necessary for the irrigation system shall be obtained by the contractor in charge of irrigation. The contractor in charge of irrigation will be responsible for securing a source of irrigation water - PERFORMANCE STAN DARDS/GUARANTEE PLANTING CONTRACTOR Plants shall be guaranteed for one year against defects of materials and workmanship. The Guarantee period begins after the date of the provisional acceptance of plantings. The planting contractor has the right during the entire warranty period to enter upon the .1 "*#- needing such and which are still under warranty. i he project biologist property for inspection and curative treatment of any material Ir .. #*.. and/or landscape architect shall be notified in timely advanceOTany corrective treatment measures so as to arrange Tor convenient access to the area. A 100 percent survivorship of newly installed plant material, afterthe first growing season, is required underthis guarantee. Ingenerall specified plants shall be replaced with plant species and size as indicated in plant schedule, and according to planting details on plans unless otherwise directed in writing by the project biologist and/or landscape architect. The contractor will be expected to re -set settled plants to proper grade and position during the guarantee period. Restore raised soil water basin (if any) and adjacent materials. Remove dead material. The contractor should correct defective work as soon as possible after deficiencies become apparent and weather and season permit. Shrub material that is greater than or equal to 25 percent dead or disfigured will be considered dead and must be replaced at no additional charge. Plants will be considered disfigured when excessive deadwood has been removed or when the symmetry or typical habit of growth has been impaired by the removal of the deadwood. The planting contractor shall replace shrubs when plants are no longer in a satisfactory growing condition as determined by project biologist and/or landscape architect for the duration of the guarantee period. Replacements shall be made within seven (7) days of AJ d by the project biologist and/or landscape notification from projiect biologist and/or landscape s atheo ise approve architect. After each replacement period, if any, the planting contractor shall submit a marked planting plan showing the location of each item replaced at that time. Replacement plants shall be marked with colored survey tape, and shall be guaranteed for one full year following planting. MONITORING SCHEDULE In addition to plant installation oversite (as necessary) monitoringand reportingwill be performed over a 5-year period asfollows: Immediately after planting to provide as -built documentation. The as-bu lit monitoring survey will include the establishment of permanent sample plots and photograph stations and the documentation of the distribution and condition of plant materials. Inaddition to the report, nursery invoices will also be submitted, detailing the material installed on -site. A detailed survey drawing indicating the exact location of each plantwill not be included in the as -built report. Subsequent monitoring and reporting shall occur annually in late summer (ie., August, September) and shall include the following: - Condition of plants including survivorship, percent cover, and health and vigor. Plant survivorship will be based on information collected by direct observation of all installed plants. Rationale for poor condition of, plants, if present, will be determined and recommendations to rectify improper conditions will be provided in the report. - Observations/evidence of wildlife use. -A general assessment of the stability of the recontoured slope. - Overall condition of the enhancement area, including evidence of human disturbance. Photo documentation from the permanently established photostations. . .. .. . 777, -TWAN'T 77 The as -built report shall be submitted to the City of Federal Way with',in 45 days of plant installation. All subsequent reports shall be submitted to the City of Federal Way for review and approval within 4 we�eks of completion of the monitoring effort. ENHANCEMENT PERFORMANCE STANDARDS - 100 percent survival of all planted material after one year. - 80 percent survival of planted material after five years. GENERAL MAINTENANCE Annual maintenance of the wetland buffer restoration area during the monitoring period will include the control of scotch broom (Cytisus scoparius) , as well as, the removal of I itter/garbage. CONTINGENCY If plant survivorship does not meet the established criteria, replanting shall be conducted only after the reason for failure has been identified (e.g., poor planting stock, incorrect moisture regime, herbivory, disease, shade/sun conditions7 hydrologic conditions, vandalism, plant competition, etc.). Any replanting effort required would occur between late fall through the following spring. All contingency plans would be submitted to the City of Federal Way for approval prior to implementation. A report shall be submitted to the City of Federal Way following the implementation of any contingency plan(s). PERFORMANCE I SECURITY C Section 22-1358(e)(1)(f), a performance bond in an amount of 120 percent of Costs of implementing the As required by the FWC restoration plan shall be submitted tothe City of Federal Way priorto commencementof construction activities on the projectsite. I / i 0, 1 OR O #" ^# / °# d A a 1 "'"t"' # f ""'r" A# +! A I "► 4 I w / P I M r 0 9 r r v 00,1 ! r 0 ♦.d' 4 aP 1 '1 0 1 0 0 l at # B # 1✓ %++► i I i I a r o+ 4 0 V !.# . wad' f '" � % 1 It 1 /"' "^ B"' "# /" "M 1 0 ad' "+ 116 0 i "" d '► ✓ "� P % A d`'4 / P .+' I I I ♦ I I- • I r • I» �! I P *`. I / 0 I Ir - ''. ' � $6 .°°' s„�M I� P A.. ♦♦ fV 1... 0. -0 L.✓ ♦0" o.,O 0 1 VA.— a»d 41 0 0 0 1 # 1 0 c, � R TH WORK 77A4A TF p' y ES 4 t° 4:' Pit R v Y 0 z ^{' ) 1 ) , s °y ♦ A +At Q Fh i f 1 ) i S r Fm � 't 7 t a t 4 J0 Ur A PPR e,. 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[9 Y 1 y ti t S ytr 1 t N07E: YOU t CALL "T 31 42"-5555 TH mUST1 u10%RS 1 i 1,�i ?"EFi ) i a i' � EINNM t k )rIGOft a� %r 7iik t' t E L t A NItr .0 , R UNDEGROU .I•" r%"' ND UTIL177ES M 1 t u"CY Pmo " IL URE t BEARING v�1.SUBSTANTIAL itx,.!I, FD u U 7<:f REPAIR COST-5. 0 PROJECT 0' ( r 7 ENGINEER 'M s,� i �}r SOY i G, DMSE i � LA ,. t n� ARC ` ( LANDSCAPE FIRSTTECT SUBMITTAL 'x t} DATE. �t r. w,: Y SCAM: a:. t s r ei n v :{ lP r } 5 �,. tY � • t i' # s t '-, + y ;. �,°^" f# �' {t X,e` 1 } t^ a: � 7 i - y s •. a r r t '�d r, t REPAIRS r €t b : F ry � r: 49 ....... .. . _j 7 ME= an fm 41) . . . . . . . . . . Q) N Q) c') X, 0 A 1% 1 00% '00 IM 1 11 8® - so ♦ 1 1 I IV 0 a s t e % to A s r a a 1 0 a 0 0 -1— % 0 SCALE: 1 Now= Ju A110— $ 1• 064 1 1 **% 1% i0--- $ $ 11volvil Mof 8 v # It & — L.0 L .r % *0 % *0 0 1 V IL —♦ %00%001 00r o s r1 0 15 30 60 NNW GRAVEL OBI DI r� f �f r. ref. rf rr r� ... r 14h rA C) 2002 TRIAD ASSOCIATEE f-1-47. PROJECT ENG' R ,T-EWISE UFnNo RLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7110101 SCALE: laom-o 1"=30" V1 RT, -0 NIA EXPIRES: 4/26/03 511014:19 STAMP NOT VAL11D UNLESS SIGNED AND DATED EM I 11-1-"' mm fmo 99M935N SHEET NO, 2oF 4 NEW RIW 12" R ;j DEDICA 3 e "Yelee, Ie Xxl� 1,1W.-ee.e,.,., `�'Ileeel lleleee we"', _ee_ J� 1,11,Xle, ee,_ 111�oelll ee"Xe ..... "e"Oe, "eee�� U A TP"P qf I PV e 0 EXIS FING 15 0 " RAV 45 " VARIES �:X__ISTINC ASPI-IALT VARIES m SL OPE VARIES TCH EXS T.) I el 1 0. 7-1 e VER77CAL CONCRETE CURB ELEVATI ON, THE AND GUTTER., PER -1 10E F CONd COFW UPSTREM SDMH W TiR�A SH RA CK L n, -z s r) Ki STANDARD DETAI (3/1 %3/01 Ile RIM=29 e IE 24 CONC= 28-9.9J N. W. Ile, e "e, WEIR % e EXIS TING A) SEDIMEN TA T1 ON POND FU TURE NOR TH SIDE �OF66 ROW , S7Vj9 STORM TO ED GE OF 7 'P� V G IN N. N ' PA VEMEN T. J el� P� XC OU T S. 77 PLACES. ALONG IE== 2 70. bb Q S. 3407,74 STREET 4m law ct =Boom I" IMPROVEMENTS Oman. 4W cm am ------------------- 4R .. .......... ZZ Il ---------- A s V 1p, --------------------- 7 --- "a -------------- - -- 0. ccES6 �za c 0 00 ......... . 7 _ZZ �Z_z Z 8g:5 z t EC 77ON PER ROAD S CITY OF FEDERAL CITY _RAL WA Y . . . . . . OF FEDE WAY S TA NDA RDS HP NO. 2168-8-1 0, 41, c) PRINCIPA L A R 7ERIA 0 L) .......... PACIFIC HIGHWAY SmISR 99 SECTION ... NOT TO SCALE I ILI I Off#% I IM I v I Jim %10 %40 %00 f v 1 0 f I I �f I I I v %04 d- %00 d- 1 %0 4. — "d #4 Z �p Wu EX. TRAFFIC SIGNAL 4 -- FU77JRE NORTH SIDE H/V" -00% 00% ov% op% A A A A 0 1 A I t 0 0 e�00 0-4 1 . ft ft , ft OF 66' ROW TO REMA IN filill %.A$ V L_ L- L .0 Q) M j Z -CC EX. TRAFFIC SIGNAII� I'll, 4. x 71 Iss, Ts TO REMAIN xxzv Z mi gg/ V R=25" Q. io 4 o), POLE MOUNTED wb all, 11V EX. BILLBOARD CURB RETURN . . . . . . . . . . . . VEHICLE HEADISI L. . . . . . . . . . . . . . . . . . TO BE REMO VED FOR EAST 8 =1 ED SRI 440 1111111 IIIIII1111mom dmm mom Ile . . . . . . . . . . . . .340 774 S ..... ... 7RAMC ........... . . . . . . . . . . . . . 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A� ➢� t OT �„�.� +ram LE EXISTING TREES 5E REMOVED NOT APPLICA5LE TOTAL LANDSCAPE AREA 30086 k PARKING m � «.. M1 .., e„ �' i,y, ... �. �C� Y �,�.., h,4 d,.: g �" L' LANDSCAPING PARKING e1°4§ NCf . Y LOT .. LANDSCAPE DAPE AREA rs , 6 S DROUGHT TOLERANT „�:.. III r�w � M .+fir , a T LAWN (INCLUDES ^.� LANDSCAPED d AREAS ALONG LANDSCAPE : D .♦ y#�sMNM AREA �. .°� IRRIGATED +sl�1l wM�l► »�x;, .� .d... �+ �ti3 �� z,.. �, ri u A PERMANANT IRRIGATION SYSTEM (INCLUDES ,.,,,,D FRONTAGE am' ONA AREA A IRRIGATED) �+ + r „ n, ,. ��,.. ,,. �. ,.. . ,.<,, #YMM. ,;r ••�1. ,,#•wYY y;' nr• : "!wIIM!, a"' , ,,. , � . r `q p1O.:x ,1 ., vw�r ;. «» wiMMM. � ., s .;., ., ..:,, �` ...,.....,., tfi, , .... ,,:.. r ♦. x J .. ,. ,...,.:.,. ,., ...,i, �. a ..... ,♦ tw CALE: .ukiI t �5u ! 15 30 6` nt f s } da d + z � ``�IS1Xn fY;}it��sanp''mt"?z s a 1 Sn snt 1 � r r t to fi , rlj�S;fxti rs h & t`'si x t£ tsi fit X? 41 Fkr 0 $ o •'MW. IMA: AMi. 9 m � � o am V 0 S A N 4� ttt/A ;(�r 4oF4 It1dL ,� '�;' s •. x{ dJ 1+F ti 1a S �'tis +Sc. ii r�?5 t *,! evt lfiF 1dSr +' 1} YPk,.�j�$ 11t��n ttt j ( �'•3f s�if S1X f$., ty r, ♦u., �', �" Y,n :m n%.r a, f»jt>•s d, ,:.tsxt..«Sx , ,,&,dJsd ,X)., ndY ataNr Fi§{„$,.t„Wdxai, t rtai tiz', tj ,au .. ........ .... . .1 . ........ . .... .... .... ... . ... .... . % . ........ . /* 14 ... ... . k .... ........ S`E THE 40 1 A I 4W s Or N 00 1 0 1 .01 -1- A A 00 N e 00, N t )E OF* v %00 %#q 0 9 1 1 0 #4 1 1 of .0 k 1� 10, v I 0* 40 .40 f -1 's Or% .01% I I I t .4 1 11 1 -0 ON 0. 40 0 Id- %.0 4- 1 46 SO vp% 40S .0% A 4 a j I i A t I -t" N I t $V1 IV# I I I \ I I I y A .0 t V 1. L o,* s L 400 %10 41. -.1p i I v �L .0 *.0 100 %40 1 1 k4o, v t I I % /* t m 0) 1.0 EXIS TING 0 FU WRE RIGH Tj' 14 POND t-SF::.D1A4 EN_TA-T1.0N-, OF WAY c) (b Q) IN � I j r\q Q) an 4 Bob am RIM 111111,111111,01 so go as So 4w VOW 4w 4m lain 11 if 11111 =91 fm as fm Mom t s 77777 A `4 rR 77 .... ...... D �SECURI E % FENCE PROP TY 4" 7% .. ... . . . . . . . . 100' 10-10" (MIN. TO Xz 2 A 10 STALLS ......... 4 u 40 WOMMOVANIMM MOM 13UFFER Alt 100 7 A. 14 WiN, W SPA s 57D. s 0 ?w A A A 4 0 % 4 ;4 Noma P0 I RKIA Vcw.-f Poo= -4 PA 1 `2 . 4 5.*, jr A A A '%% -D EN77?Y 5. 1'6 -7. 7 BUILDING E 4 STORAdE UNITS 14 "1 1%,_. PROPOSE. 'A A - % 44. 4 '0 0 12 10 X 201? HIGH A 4 % 4 ?A Y UN1101 IC Lo A 77ON - ----- APPROWD ENM, 4 76" 4 44 .$ BIKE,, RA CK, . ; 4 14, A It A *A A 44 4 A 44 CA 770N, 4 4 4 hil 4 20. ts� ju 4 J0.42 42-;504 4' 4 w A .60 4 4 4 42 v A 4 s 28'0 A q 4, I A A IE, CMCRE7E % APPPOVED,' A-TE 'A PROPOLE IMP A GA A 4 A . . . . . . A5- A 4 4 A 4 A77ON 0C A a A A A 4 '10CAVON WALKWA Y :k 4 'A A I , .4, )(, 4 4 4 �,4 '14' A 4 A f 4 4 A y A mov- A 4. . . . . . . 40 4 4 A 11' A 0 2 4A A . . . . . . . A 04 4 4 A 4 4 . . . . . . . . . 4, 4 A� .." 11;1 1— ... .. A . , " 4 1 - # A .�4 <1 4,0 TIC) 4. A,%%, A JA 4 sl A 41 4 3 �O 4 4 A 4 t 10 44 A . . . . . . . . . . . . . . 4 A A 4 % 4 A , . , I . � f 1 4 .1 . . . . . . 4 4 A '4 2' A A T TS CORNLr 11 1 111ft A !A, 4 .3 'q I � 4 V, 0 4 'Q .4& TE /s RE""ONAL DETEN . . . . . . . . . . . . . . ;27 4 4 4 tN� A .0 A r 4 4 A A A WLL 4 D 4�4 . . . . . . . . . . . . . CILI TY fA! �O A' A A . . . . . . . ..A - 4, GNS- 4 .4 A A 4 PA* A 4 4_ . . . . . . . . $j A 4 44 A '2 who. I A' 'A 5' 40- 4 4 4, A *30 4 0 49 4 IK . , , , * 01 41 1 BUILDIN, A 1% Ni A . . . . . . . . . . a ft.,j g1c A 4 .... .... .. 0 A A, Wiwi STORAGE UNITS 4 A A 4 X 'S EA 4 'A ')A L DRAINAGE FACILITIE EMEA 4� ca _Q A 4 '4 A 10 48. s 950911607 & 9509710608 -7 A 4 4 A .. .... REC. NO, A A A 8 1 11 .3 4 4 4 4 SANI 4.11 E TA R Y SE WEI? CA S E-M EN T 4 A A 0 A A IONG COUN TY SUPER15R COURT % 41' A 4 A'. 4 CAUSE 4 4. A,# 4" A �:A NO. 82,3293 4 4 9. 4 11! A 4 A AA . . . . . . 4 A 4 *,4 1A -10, 4 . . . . . . . A 4 BUILDING 4 APPRO A A A 4 "N'94 A 4 4 V, . 1� i I I '. � ; A t 4 A A % 41 A , f 0 " 1 4 A A A . . . . . . . . . . 7ED*, A W - 4 OS, T 0,, BE� ... . *."r, DELE .4 A 4 4 v I A 0 A T3 A "4 BEN C) WVLAND EDGE PER ./ . . . . . . . . . . . DELINEA A 4 77ON B Y A ESI 4 �4 A 4 A �-4 0 A . . . . . . . A PPR 0 VED A A APPROVEDBI 9ING- 4 4 4, 4 �,GA /E A A A 4 'A . . . . . . LOCA PROPOSM TE, 'VQN 4 'LOCARON4 A 44 4 A A 'A' DING4 A 4 A 110N 'A' . . . . . . . . '0 fl. SED. LOC 4 4 A 4 ;4 A . 4 A 4- A A LOCAVON 4 OP 4 /* . . . . . . . . . 4 �4 A dO 4 4.' 4 f APPRbVED BUILDINd LOCA 77ON BUILDING (Typ) S TORA GE UNI TS PROPOSED SECURI 7Y t FENCE ;0 0 0 . . . . . . . . . . . . . 20.* &A 20,4 ill It I 11jim 'iw4w� saw! Palo 10 X . . . . . . . . . . . . . . HIGH %flA Y UNITS . .... .... .. ... .... .. ... , .... .... .... .. . . . . . . . . . . . .... ... .... . ... ... .. .... .... /* . . . . . . . . .... .... ........ ... .... .... ... ... .... 7" % el x, 41 % 1% 40, t A 0P _y� 4 % op $ 11 % le 1% le N t 4 & 0 -y- I I I I I m I i v %40 %00 %01 %of # v I 1 %.0 %00 %a, I v 0 00 Vt *0 'a J, 400% It 1 8 / I / " - %00 0 4- %00, At- -t -7 00% r� rN r1% I % 000, ON, % /f 1 0 A. 4 1 % ** * I it - 16 *0 #_ - L #1 v & .1 % 00 %. ,f % #11 I I %of .f ......... ............ ......... ....... ....... ... .... ....... . . . . . . . . . . . . . . . . . . . . . . ........... I . ......... .... ..... ......... ............... .......... ........................ .... ..... ...... ....... ..... . . ... . . . . . . . . . . . . . . . . . . .. .......... ........ ............. .... ............... ... ............. 1 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . H� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . ff 'N.. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . ZI- % . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . % , 1% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ^0 0 15 30 60 -------- - -- v�,z tu m1r1 "'MM 110 Vw `�2002 TRIAD ASSOCIATES,� 11814 11 6th Ave. NE Kirkland, WA 98034-69211 425-821.8448 426.821.3481 fax 800.488.0756 toll free V, Twa M, u I wo PROJECT BRADLEY T. 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I I I 11 "I 1, r�,Z�r"-, ,,, 11'1�� it ,_ � " , " - "t�,��r�-"��-�?�,�,�r�----,-�,-�--r�"""-�,�-11�,��,��'l,',�� , I I 1. 1- 1 11 11 I ll� 1�11�11_ � I I I'll 11 1111 11T��'_'___ . . . ..... �___,�_,,��_ _1�t_�T,? �_ -,�T'l-'r-��-,�-,r-,��,,,t�1,1�,,�,�,�--�-�,�,�l,,�-,, ��,�'ln�',' " '" ,��.,��,�,'�,��'�,,141�,111,11''1�I'l,ll,�",. - I - I 11 - "I'll I ... 11 - � I � I 11 ll�. __,.' , I - A, 'r, 4* ir *�r' , I ,� �_�11.1 � - --l-"ve�1-11""""" - _11"I"refl-l?_-�11- , -"�"""-.,�'-"�"-�""�,,�� - 1. .1 , " - -, 4� "�t",, _?�!,' �, 11 11 111-1 I I I I - I I 1.11- 11 I 1.11 1---l' ". � "" , " " � 11 I 11 1-1-1-11 11 I- 11-1 �,�-�l---,�1--l-�-..,-.,,�-*"Ii"lr , � - ll�� ,"'t �r!, , , ,,�,t � --��---�trrr4t"#,V,,� ,��,�,;---"��,�,,�-"��--,--l'I""14-1.�.-�,.�,,�,�% �,,,,, , V��, , , " ,� .,- , ".�,"_ ,,, � __ �t_,.,_ _." - � , " - I - 11''t., ,�, - - , , , , � � � " � I I . ''Ill- I "-, . �� " " I , " ��,�"_I"-t-",v,.".I�,-_ ,�.�-�..- . -�,��, � 11-11- 11-1- I I I � . I'll, I C> <=:0 .0 ItNOM" T I r , , I I . # 0 * * * * o I I "m "= '10 I . *z I I UF I ", 1 0 4 a- 141 a- Cl. I 1. R PLANT MATERIALS, PLANTING DENSITIES AND Q*-UANTITIESI, SEE L-4 6. PLACE LWD (20 PIECES,, MIN.) AS DIRECTED BY CITY'S REPRESENTATIVE. 0 11 0. to, I I - 11 I . I 11 = c! I I I E E I C -_ =; I *.--, I � I I I I I I - , I I ' � I - I �l 11 1� ll� 1�111� . I",',, I I :, , .. \ � IC rc\N __ I'molo - 11 2. TREE LOCATIONS ARE APPROXIMATE AS SHOW 7. FOR WETLAND PLANTING SEQUENCE, SEE SPECIFICATIONS. , N I 11 I I I 11 � I I " I 11 I ''"" I � I 11 � I I I �,�� ,, �,�_�,_ 1, I '111,� ""l- I I % �, - , , I � " ' I I smom � I I I , , '' - I I 11 I , ,',�,, �1� I I � I I I I I Ill I u 3111, 1 I A AT, THE ELEVATIONS DENOTED BY CENTER POINT, '3�0,,:,, THE., I EXTENT " ' ' 11 1, I , ,�,,,_:��,,,� 11-11, �l I 1.11 I , I - I I UPLAND SHRUB'' � � 11. I . x . . .1,11 I I I , � . ! I I I I I I I 11 e-r% , I .00e I . I I � I I \'.o / A W,o , I 11 " ''I . / POSSIBLE. AVOID PLANTING UNDER THE DRIP LINE OF EXISTING TREES, I I _ - I I'll . I I ''I � I � � . I 111 11 I � iii .-,�'* I \ �l I I 1� I 1 8. PFO PL.ANTINGS ARE CONTROLED BY PLANTING DENSITIES DEFINED ON DWG L-4. . . .... *. *. .. i � , I I A . I I .: %. - I - , ... . . . . . � I ' I .... . .. . .. . I I I . . * , I � . I I I I I .1 1 . I I �' � ' ' I 11 I . . . - . . . .*. .1 - - . � i ''I 11 I ''''I'll ... . . .. . ... .-.. %. I . �,,�._ i 1, � % I t I I 11 I "I � . .. , _M li '. - .. . . .. . . - : I - � �, I 1 3. A 10'WID N 'EMERGENT'AND #SCRUB- SHRUB' COMMUNITIES .'U ` " - - - UPLAND MEADOW c �1111 I � 11 of I I NOON- I I . .::..:. .....:. ..., lk c I 1, '' � I I %.^-.& _:.." I I 4-VI.- SHALL BE PLANTED WITH A MIXTURE OF THE TWO 'PLANT TYPES TO YIELD A i - 1%% z . I .e .w__"` \ A .0000 I - I . I -o FO- I I NATURAL TRANSITION BETWEEN THEM. �l / 1*-..�ll /,%.. I / *%� *1' F 7 [ z f i `NNNp I I </ I \ "- \, I 11 I I I I I "I . I oel *1 , I - 11 I I \ � I I I I I � "I I I elp .. __ : I 1 / ,,,,, /.,� I '' I I - '" I ll,� I , .%% / / I � I I � 111111-1 . - I . I "I'll I I I I I I , � � I I I I I I I - , \ "oe � , .f ,� 1:, 11 1. , **- \ **** x I i I I � 11 I i NN'lle 14 \ ".. 14 \ 44, - ... 4 'e, I I . I I I Il- . ,.00, \ / I 1 4. PLANTINGS WITHIN EACH GROUP OF PEK, PSS AND' US SHALL BE PLAN-`[ED IN I I - i , � . LOG WEIR. FOR DETAILS - I � 1. I I I I .l.o . , / I ,,,,,, : , T AT DESIGNATED SPACING. (25 CAREX, 25 BURRED, ETC I "I i I'll, I I I I ; I 1-001 '11� 00012 SEE / , � FOR PEM) I I I I 11-11 / 6 1 1 1 . -I---- - ___ I - � I I I I I . I i I , I i � I I L-3 I 1 5. FOLLOWING FINISH GRADING, ALL DISTURBED SITE AREAS NOT REQUIP!NG � II . � � I p F, 0 I - m'wN #",�- � �:::�_` ,�� am= =mw =mm am= emm ( ,-'' I . I - . mll�.� L amom tiwmm� so"009 11, mm Gomm Nam ai ql,_,IRFACING SHALL BE HYDROSEEDED. SEE DWGS C-19, C-�20. i I I C%4 0 I.m I Is I (.0 I 10 � I Hj'� AHr""%k T I AL r L A � � 1 C14 'W '' I I I I I � WILLOW CUTTINGS I &`N) "',-4. �'"', , I jg� i �,l -,:�'_ 1,,.�`� ll:,�,,�l "�,��7',' -, I - I I I ,11 I I I I'll 11 1�1 <0 ro.- I � I I 11,11,111111,1 goomwamawm I I 11 1�' 11 I . - I . I � 11 � 11 I I 1� ,,- _,' - � ,,%. . I I I I � - I I I I I I I I I � 1 11", 11 � I N I 11 -, I ll� � I crl) ^ 1 =201-011 1 0 20" 4D 60 1 1 C'4 -ct- . . � I I I - - I ______._ -- I I - I I - I P-.. C',� r.--) I I I -1 I . r-11) C*1_4 ,-- (A:> I - I I I I- V_ I I F9 I I I -- - I �l : � - � I SCALE IN FEET I I . . �lglj 1-11 I Ill a 011111 I � I ��,�'l�ll�ilillillill�l�illillillI 11,�,�l��illi�l��1111,11�11111111 =1111 ii. I IgIg 1, 11 Ill ii 11 � lilli 1111 I IN I I I I � . m- -a _% rw%L ma Aom%L . a 'a � �,�l��l�ill I I 111111 � �l�ilill��ll�l _____ ------ ---- � ___ 11 I a____ff m___ff e% volloh, Afts a 'Oft , mmmmw� � Ill I ,��ill�'��1111111 l ��l�l�l�ll�'�1,1111111111111 I 1,, imigs I I ,��l��ll'� I 1 _40 -#-.# -0--o -4-1-0 rm" =�- m "a ' R"m "' E gum S E 0 F man E N Z� I ma v . m --- Aw m 0 IF a a 'm vm%L I 11 I wm%'A D0k;U 01) rx- E LA; U M L) L) lo'm'qx,j,k AJO I a N u %va? KIT 15 DSGN J CRAWFORD' I m""" �^l - ol tn . I I 11 CITYO UTH 336TH STREET I I . R IN HARD COPY OR IN AR IS ONE INCH F , wimmk i ,� ET4E, A DWG ,_. __ V--t N__.: DR ARED, IN PART.ON THE BASIS OF INFORMATION 0 � l��,l�'llill�l � REGIONAL STORMWATER DETENTION AND L-2 i 1111111MIN I - r ELECTROvNIC FORM, ARE INSTRUMENT'S OF SERVICE FOR THIS7 ORIGINAL DRAWING, Am , - - --- (=> C=> <--"> (D I . � - --- - J�� I I ,I ,,I ____ "'' ESTORATION PROJECT � I c> C> c::) C> CbMPILED BY OTHERS.T','"'EY ARE NOT INTENDED TO REPRESENT IN DETAIL THE EXACTO PROJECT, WHETHER THE PROJECT IS COMPLETED OR NOT. I ! <=> C11.4 cx> CS4 1 0 CHK to , 11 1� � � oil a im;;Zm" � Cr) C%4 *mod- C%4 � i 1 Ill 11111,1111111 1111 I � I m � LOCATION, RUCTION. THE ENGINEER WILL NOT , CHANGE, OR ALTERATION BY 0 - R!Tm- I "M",O" __ A K I i <31*) (=> pel) C:) ? -- I : Ck- IQ> .Q> CA_ J IRISH BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE CITY OR BY OTHERS ACTING THROUGH OR ON BEHALF WETLAND/ STREAM MITIGATION AREA I THE RECORD DRAWINGS. � F 7HIE, C17Y WITHOUT THE WRITTEN PERMISSION OF IF NOT ONE INCH ON K I DATE JUN 1996 1 _C) i `0 *.�._ %4- k4- *.*.- APVD i THIS SHEET, ADJUST fr_"_"'oklLANTlNG PLAIN Ill N. - I I I 11 G BIBEE ANUARY 1997 CH2M HILL WILL BE AT THE CITY'S SOLE RISK. � . 111111�=l __,llNll I illi�l�illill�l�IIIII'llli�lllllllI __ ^H2M HILL SCALES ACCORDINGLY. PROJ . - I . . � � � I � � Ill li�l,��, 11 Ill I , - �� %wl 11 � 11 11,11,11".11101 ---mum= I 1. I I I I . I - I ''I I � I I I 11 � I'll I - I - I ,,,, 1� I 11, I �'llillillillil 11-111-11 I � � l�l'i'llillm-!Illl,l''l � 1�jwll 111111,�'�'I'lli'll'il __ m I .1 ,� . 106893 . � I I I ''I I I I . I I I I I � I I I I I I . I I . 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I I E : I f I f Is u LEGEND 11 . � I r I , I I 11 I'll 17 , - I I I il I T 4 3 , am Zom mm',' I I I am= golo 11 am =I am= sm mm mo � am � � =No am millillil.I all, 01-11111-1111 goop goalp lam gooll�l maks � � � I I 9 I it % � : I � � I I I . : I I I , � F 9 . I �, I I I I s: I I i . � ; # I I I I UF I I 3 � I it I . , I I I I E I 4 I OR TRUNK STORM DRAINI AND I f 9 I I I 00-0 ; I I ^*-W "'Nittim I : I I "'llitil .1 i I , . ! �, I :1 ""ittil ;t I I � :1 : * P. ""%% KITTS CORNER IMPROVEME`h.TS I . . . . . . . . il,l�l" I � . f, I i ...'',..'''iff : 1 i I f I iiiiii1ii, I I -1 �!, : . : . F . I : i p FOR EARTHWORK DISPOSAL AREA I. i I :1 ii : � � . , i: I I '%l till REVECETATION, SEE DWG. -1 I _ us f .., :: ! I I .,., i 1 ;. � I - -�j : I : .1 I . � I ill i :. r! ;, v I i REVEGETATION, SEE DWG. C-20 I � � - - - � - I Z �* : I I I--- * i *1 I I .. . : �. � !: : I . - I .. ...,, ; 1. I . . ! I , IV:— " - , � , I -_ I 1,, I ".., _. , i '. 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I I THESE 'DOCUMENTS WHETH' - -0--O cn V) cn L_ � work 1 (113 -, I " T I I I G E E lm.=` DR THESE RE(7,ORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE 9ASIS OF INFORMATION ELECTRONIC FORM,, ARE IIllll .RUMENTS OF SERVICE FOR THIS ORIGINAL DRAWING. ,at - . - . E ,..: v.: I � . M STEPHAN '��' - I I �� % 1% I I 11 mmumm I - , I-- I v <=> C-�j <:> . S. THEY ARE NOT INTENDED TO REPRESENT IN DETAIL THE EXACT PROJECT,, WHETHER THE PROJECT IS COMPLETED OR NOT. � ff""'ll"ll"m I C> c) C5 <:� #1 I -0000%. A <:> r-e) <=> co I LOCAT ONSTRUCTION. THE ENGINEER WILL NOT '' , CHANGE, OR ALTERATION BY 0 ___� 1 .Wft d mmmom v- (n cn Coll . CHK _. REVEGET/ATION PLAIN . 'l rl cy) "ll . . J IRISH BE. RESP6NSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE CITY OR BY OTHERS ACTING THROUGH OR ON BEHALF %. DATE JUN 1996 . I C-) C) cr) N-) . - THE RECORD DRAWINGS. OF THE CITY WITHOUT THE WRITTEN PERMISSION OF IF NOT ONE INCH ON .. .. 0. .. - . � .1 I THIS SHEET, ADJUST -10 -cl:p _t=11 I I %� APVD� G'BIBEE � JANUARY 1997 CH2M HILL WILL BE AT THE CITY'S SOLE RISK. SCALES ACCORDINGLY. PROJ 106893 .1 * I -1 E .E.LELEJ -- - _______ MENEM ... I � � 11 --,---------- -1- --- --- I I ____ 0 CH2M HILL I - - I I - . --------- I N . , I I 11 I ..'' I I I I .. I . I . I I I � I I I a �� i � m � � � 10 111 iiiiiiii�l��l��lli��,l��1,11111111111111,11111lI 111111111111111111111 MON � I � �� 11 110MMIN i ; M�1,1111 1 '14, 1 1 1 11 I I � . I .1 11 I I � I I ''''L I I I 1 I I I I I . 11 I I I ''I'll - I 1. I � 1, I I I I 11 I I I 111 ''I'll, I I I I 1, � I I I'll �,', , ,, , ,,�, : " I I I I � � I I I'' I I I � I I I I'll I I . I I . , , I � � 0 * . I I � . . FILE ,NAME* 37403015.div 28-JAN-1997 11*52*27 1 . � I I I I i I � I 11 I I � I � � I I � I � � . I . I : � I I I I � I I I I , I - - � I . 1- .1111-1. I I I 1-111-1- ___1,_.___ ___.____. I __ I , __ . 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