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Home My WebLink AboutSEPA E08-002 - RUHL-PARR ARCHITECTS - BUILDINGS DEMOLITION / NEW DIAMOND HEAD STORAGESUSTAINABLE STORAGE DIAMOND HEAD SEPA 515 INDUSTRY E08 -002 NOTICE OF DECISION To: Steve Bosetti (Ruhl -Parr Architects) King County Transit Agency, SEPA Division Puget Sound Clean Air Agency State Department of Ecology, SEPA Division King County Assessor (for changes to land use or value) PROJECT: Diamond Head Storage FILE NUMBERS: E08 -002 ASSOCIATED FILES: L08 -006 APPLICANT: Steve Bosetti (Ruhl -Parr Architects) REQUEST: Demolish three existing office /warehouse buildings. Construct a four - story, 148, 194 sq. ft. self - storage building, and 17 -stall RV storage building LOCATION: 515 Industry Drive, Tukwila, WA This notice is to confirm the decision reached by Tukwila's SEPA Official to issue a Determination of Non - significance (DNS) for the above project based on the environmental checklist and the underlying permit application. Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at: Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Monday through Friday 8:30 a.m. - 5:00 p.m. The project planner is Rebecca Fox, who may be contacted at (206) 431 -3670 for further information. The decision is appealable to the Superior Court pursuant to the Judicial Review of Land Use Decisions, Revised Code of Washington (RCW 36.70C). rf Page l of l Q:\Diamond Head Storage L08- 008\DiamondHead -- Noticeofdecision -- SEPA.DOC 06/10/2008 i Dept. Of Community AFFIDAVIT of J ufavitaW Development OF DISTRIBUTION , 6v.oakt HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non - Significance Project Name: 6. ye, I -, j11j ''e (46 Notice of Public Meeting Mitigated Determination of Non - Significance 0.0a Board of Adjustment Agenda . Packet Mailer's Signature: Determination of Significance & Scoping Notice Board of Appeals Agenda Packet ;?' Notice of Action Planning Commission Agenda Packet Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit - _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 `r 1� Other: - ti /2J eL C/ 1 �� 1,6 Was mailed to each of the addresses listed/attached on this day of in the year 2O(/ - U 0/ Project Name: 6. ye, I -, j11j ''e (46 Project Number: �;- 0.0a Mailer's Signature: Mailing requested by: / , / ;?' OK__________ C:\DOCUMENTS AND SETTINGS \ TERI -S\ DESKTOP \AFFIDAVITOFDISTRIBUTION.DOC B o.felh'. �� !^ I I'G< -r►' , -a1i f-ecks ju,oa • CHECKLIST: ENVIRONMENTAL REVIEW /SHORELINE PERMIT MAILINGS gellevUe, wf q017 6 ( ) U.S. ARMY CORPS OF ENGINEERS ( ) FEDERAL HIGHWAY ADMINISTRATION ( ) DEPT OF FISH & WILDLIFE FEDERAL AGENCIES ( ) U.S. ENVIRONMENTAL PROTECTION AGENCY () U.S. DEPT OF H.U.D. () NATIONAL MARINE FISHERIES SERVICE WASHINGTON STATE AGENCIES ( ) OFFICE OF ARCHAEOLOGY ( ) TRANSPORTATION DEPARTMENT ( ) DEPT NATURAL RESOURCES () OFFICE OF THE GOVERNOR ( ) DEPT OF COMM. TRADE & ECONOMIC DEV. ( ) DEPT OF FISHERIES & WILDLIFE. KING COUNTY AGENCIES ( ) BOUNDARY REVIEW BOARD ( ) FIRE DISTRICT #11 ( ) FIRE DISTRICT #2 () K.C. WASTEWATER TREATMENT DIVISION ( ) K.C. DEPT OF PARKS & REC CK' C "ASSESSOR'S OFrIIC *Nc ( ) TUKWILA SCHOOL DISTRICT ( ) TUKWILA LIBRARY ( ) RENTON LIBRARY - () KENT LIBRARY ( ) CITY OF SEATTLE LIBRARY ( ) QWEST ( ) SEATTLE CITY LIGHT ( ) PUGET SOUND ENERGY ( ) HIGHLINE WATER DISTRICT ( )_SEATTLE WATER DEPARTMENT ( ) COMCAST SCHOOLS /LIBRARIES UTILITIES CITY AGENCIES () KENT PLANNING DEPT () TUKWILA CITY DEPARTMENTS: ( ) PUBLIC WORKS (.) FIRE O POLICE ( ) FINANCE () PLANNING () BUILDING () PARKS & REC. () MAYOR O CITY CLERK OTHER LOCAL AGENCIES ( ) PUGET SOUND REGIONAL COUNCIL () SW K C CHAMBER OF COMMERCE ( ) MUCKLESHOOT INDIAN TRIBE ( ) CULTURAL RESOURCES PROGRAM** ( ) FISHERIES PROGRAM** ( ) WILDLIFE PROGRAM "Send SEPA Checklist and full set of plans w/ NOA MEDIA ( ) SEATTLE TIMES () SOUTH COUNTY JOURNAL P:\ADMINISTRATIVE \FORMS \CHECKLIST.DOC ( )DEPT OF SOCIAL & HEALTH SERV. ( ) DEPT OF ECOLOGY, SHORELAND DIV, NW Regional '':— - Office DEPT OF ECOLOGY SEPA DN,,ISIONV O OFFICE OF ATTORNEY GENERAL * SEND CHKLIST W/ DETERMINATIONS * SEND SITE MAPS WITH DECISION () HEALTH DEPT ( ) PORT OF SEATTLE ( ) K.C. DEV & ENVIR SERVICES -SEPA INFO CNTR NUKtC► TRANSIT:,D,IVISION/ SEPPA,OFFICIAL ., ( ) K.C. LAND & WATER RESD'URCES* 4"`i"' ( ) FOSTER LIBRARY ( ) K C PUBLIC LIBRARY ( ) HIGHLINE SCHOOL DISTRICT ( ) SEATTLE SCHOOL DISTRICT () RENTON SCHOOL DISTRICT ( ) OLYMPIC PIPELINE ( ) VAL -VUE SEWER DISTRICT ( ) WATER DISTRICT #20 ( ) WATER DISTRICT #125 ( ) CITY OF RENTON PUBLIC WORKS ( ) BRYN MAWR - LAKERIDGE SEWER/WATER DISTRICT ( .) RENTON PLANNING DEPT ( ) CITY OF SEA -TAC ( ) CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS ( ) CITY OF SEATTLE - SEPA INFO CENTER - DCLU ( ) STRATEGIC PLANNING OFFICE *. * NOTICE OF ALL SEATTLE RELATED PLNG PROJ. \( ) DUWAMISH INDIAN TRIBE* a v.Se RYPOLLl9TIONLCLwAGEIV Y /_s,fr ( ) SOUND TRANSIT ( ) DUWAMISH RIVER CLEAN -UP COALITION* * SEND NOTICE OF ALL APPLICATIONS ON DUWAMISH RIVER ( ) HIGHLINE TIMES ( ) CI.TUKWILA.WA.US.WWW DNS F»'» -t- Nohce Iy X- ie c-14 l,s i- t DNS `,,, { /vohce oP Decision + 5 ik plr • !- PUBLIC NOTICE MAILINGS FOR PERMITS SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) * s .. - s . .j I e G - - �. KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand end These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed /posted. The notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the fmal decision on the application may do so within 30 days of the notice of application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Notice is sent to the NW Regional Office Shorelands & Environmental Assistance Program. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision;. 21 -day appeal period begins date received by DOE) Department of Ecology Shorelands Section, NW Regional Office State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) - Site plan, with mean high water mark & improvements — Cross - sections of site with structures & shoreline - Grading Plan — Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P: WDMINISTRATIV E \FORMS \CHECKLIST.DOC • Cit?bf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DETERMINATION OF NON - SIGNIFICANCE (DNS) File Number: E08 -002 Applied: 02/12/2008 Issue Date: 06/10/2008 Status: APPROVED Applicant: RUHL -PARR & ASSOCIATES Lead Agency: City of Tukwila Description of Proposal: ENVIRONMENTAL REVIEW FOR DEMOLITION OF EXISTING OFFICE BUILDINGS AND CONSTRUCTION OF A 149, 194 SQ. FT. SELF - STORAGE FACILITY, AND 17 STALL RV STORAGE BUILDING AT 515 INDUSTRY DRIVE. Location of Proposal: Address: Parcel Number: Section/Township/Range: 515 INDUSTRY DR TUKW (Parcel # 0223400070) The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.2 lc.030(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 W A C 197 -11- 340(2). Comments must be submitted by a Sine, L 11;The lead agency will not act on this proposal for 14 days from the date below. Jack Pace, ' e ible.Official City of ' a 6300 Southc : nter Blvd Tukwila, WA 98188 (206)431 -3670 Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21C.075) • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director July 2, 2008 NOTICE OF DECISION TO: Steve Bosetti, Applicant Loretta Alake, Owner's Official Designated Representative Doug Swan, Owner's Representative King County Assessor, Accounting Division Washington State Department of Ecology This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Number: L08 -006 Applicant: Steve Bosetti for Diamond Head Storage Type of Permit Applied for: Public Hearing Design Review Project Description: Construct a four -story, self - storage facility with associated parking, and at 14, 800 s.f., 17 -stall RV storage facility on a 4.3 acre site. Three existing one -story office /warehouse buildings currently on the site will be demolished to allow construction Location: 515 Industry Drive, Tukwila, WA Associated Files: E08 -002 Comprehensive Plan Tukwila Urban Center (TUC)/Tukwila Urban Center (TUC) Designation/Zoning District: II. DECISION SEPA Determination: The City SEPA Responsible Official has: determined that the project, as proposed, does not create a probable significant environmental impact and issued a Determination of Non - Significance (DNS. Decision on Substantive Permit: The City Board of Architectural Review has determined that the application for a public hearing design review does comply with applicable City and state code requirements and has RF Page 1 of 3 07/02/2008 Q: \Diamond Head Storage L08- 008 \Notice of Decision-- 6.30.08.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • approved that application based on the findings and conclusions contained in the staff report, subject to the following conditions which are set forth in the staff report and Decision as follows: 1) Provide additional metal frame units on the ground floor underneath the glass frame units to provide symmetry on the north, south and west sides of the main storage building. 2) Prior to the issuance of the building permit, the applicant shall revise the landscape plan to include the following: a. Landscaping along Andover Park East and Industry Drive shall be revised to accommodate the new sidewalks and planting strips; b. Landscaping in the interior parking lot islands shall include evergreen trees and shrubs; c. Submit details regarding miscellaneous features including the pathway bollards and the bicycle rack. 3) Prior to issuance of the building permit, the applicant shall provide details regarding the specific appearance, function and content of the RV building's west - facing "glazed window display area." 4) Prior to the issuance of the building permit, specific placement of lights for the street frontage will be determined, and street lighting levels will be required to meet code. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 4 decision pursuant to Tukwila Municipal Code 18.104.010. Other land use applications related to this project may still be pending. One administrative appeal to the City Council of the Board of Architectural Review decision is permitted. No administrative appeal of a DNS or an EIS is permitted. If an MDNS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to impose additional conditions in the MDNS must raise such issues as part of the appeal. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Board of Architectural Review decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision, that is by July 16, 2008. The requirements for such appeals are set forth in Tukwila Municipal Code18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: RF Page 2 of 3 Q: \Diamond Head Storage L08- 008\Notice of Decision-- 6.30.08.doc 07/02/2008 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee of $205. V. APPEAL HEARINGS PROCESS The City Council hearing regarding the appeal shall be conducted as a closed record hearing before the based on the testimony and documentary evidence presented at the open record hearing conducted by the Board of Architectural Review. The City Council decision on the appeal is the City's final decision. Any party wishing to challenge the City Council decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the City Council decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Rebecca Fox, who may be contacted at 206 - 431 -3683 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. Aze, Department of Community Development City of Tukwila RF Page 3 of 3 Q: \Diamond Head Storage L08- 008 \Notice of Decision-- 6.30.08.doc 07/02/2008 at* ctf J u liwitac Dept. Of Community Development AFFIDAVIT OF DISTRIBUTION AI / - I L EREBY DECLARE THAT: Notice of Public Hearing Determination of Non- Significance Notice of Public Meeting Mitigated Determination of Non - Significance Project Name: Board of Adjustment Agenda Packet Project Number: Determination of Significance & Scoping Notice Mailing requested by: Board of Appeals Agenda Packet . . Notice of Action Mailer's signature: Planning Commission Agenda Packet /( Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other: �a e-- 6/ 1 Was mailed to each of the addresses listed /attached on this � day of in the year 20 C: \DOCUMENTS AND SETTINGS \TERI- S\DESKTOPWF AVITOF DISTRIBUTION.DOC Project Name: / &mGi? CA/Zeic/ Project Number: L 400 — Q) C. Mailing requested by: '/i (2 '(2 C . . Mailer's signature: /A-, /1"d /( t/' C: \DOCUMENTS AND SETTINGS \TERI- S\DESKTOPWF AVITOF DISTRIBUTION.DOC (07/02/2008) Rebecca Fox - RE: Sust le Storage Tukwila - Traffic Fee Questi Doug Swan Owner's Representative / Project Manager D S A Project Management 3803 NE 182nd Street 1 Lake Forest Park WA 98155 p. 206.465.2562 1 f. 206.368.8337 1 e. <mailto:dswan @dougswan.com> dswan @dougswan.com N Q 1, / -Pa-Cr er 974 -0167 - fr`g pT r° r- c /7 f19/ e NiA/6), C /1'444 11-Cc> NI W/?"-y/k)1 /3r, Page 2 • • MEMORANDUM To: Jack Pace From: Rebecca Fox Date: June 9, 2008 Re: SEPA Determination— Diamond Head Storage (E08 -002) Project Description: The applicant proposes to demolish an existing 3.4 acre site, currently developed with three large, one -story office buildings located at the corner of Andover Park East and Industry Drive. After demolition, the site will be redeveloped with two buildings: 1) a four -story 149, 194 square foot self - storage facility including 33 parking spaces; and 2) a 17 stall RV storage building, landscaping and associated drive aisles and parking. Other Required Permits: Public Hearing Design Review Land Altering/Grading /Preload Right of Way permit Building permits Mechanical, Electrical, Plumbing permits Demolition permit Sign permits Summary of Primary Impacts: Earth Tukwila DCD Tukwila Public Works Tukwila Public Works Tukwila DCD Tukwila DCD Tukwila DCD Tukwila DCD The site is an existing property within the City of Tukwila. Most of the site is currently covered with impervious surfaces, either paving or building. Per the 6/4/08 e-mail from Ali Sadr of Barghausen Engineering, the proposal will require 2200 cubic yards of cut and 1800 cubic yards of fill. Erosion control measures will be designed and implemented per City of Tukwila standards to control possible erosion during the construction phase. After construction, approximately 80% of the property will be covered with impervious surface. Air Emissions to the air during demolition, construction and grading activities will be the result of vehicle and equipment exhaust and dust during dry weather. During construction, the applicant will comply with Best Management Practices to reduce emissions to the air. RF 1 06/10/2008 Q: \Diamond Head Storage SEPA E08- 002 \Diamond Head SEPA STAFF REPT.doc • • There are no known long term impacts to air quality upon completion of the project. Water The site is located approximately one -third mile from Tukwila Pond, and approximately 700 feet from the Duwamish River. The checklist indicates that all stormwater will be conveyed via tightline storm pipe and receive water quality treatment prior to discharging into the existing pipe conveyance near the south end of the site. The TIR report notes that the proposal is to construct a water quality vault near the south end of the site and discharge to the existing pipe conveyance system along Andover Park East. Per the memo from ArcEcology (5/22/08) the development will include pervious surfaces to allow for added infiltration. All impacts associated with surface water drainage shall be mitigated through compliance with King County Drainage. Management. Plants Current on -site landscaping will be removed for construction of the proposed project. New landscaping will be installed to the City of Tukwila's standards. Per the memo from ArcEcology (5/22/08), landscaping will include only drought tolerant and native vegetation which require substantially less water. Animals The site is located within a fully- developed urban area, and added landscaping should enhance wildlife. The area is "most likely" part of the Pacific Flyway for migratory birds. Energy & Natural Resources The proposed building will use electricity and natural gas when completed. It will be constructed to meet current Washington State Energy Code requirements. Although not included in the SEPA checklist, the building will be LEED certified, and as such will meet specific energy efficiency standards, including a 15% reduction from the 2006 Washington State Energy Code. The project will implement several strategies to achieve a significant reduction in water use, including use of drought- tolerant and native vegetation which will require substantially less water. Irrigation will be through a drip system. Use of commercial dual flush valve toilets, and efficient urinals and lavatory faucets with auto - sensors will be used. Per the letter from ArchEcology (5/22/08), this is expected to reduce water use in the building by more than 40 %. Environmental Health No known environmental health hazards exist or will be created. Construction noise will occur from 6 a.m. to 7 p.m. Once the building is operating, vehicular traffic to and from the site is not expected to negatively impact surrounding properties. Land /Shoreline Use The site is designated Tukwila Urban Center (TUC) per the Comprehensive Plan and Zoning Code. The existing use is office, with office, warehouse and commercial in the RF 2 06/10/2008 Q: \Diamond Head Storage SEPA E08- 002 \Diamond Head SEPA STAFF REPT.doc • vicinity. A rail road track abuts the eastern boundary. The Green River is approximately 700 ` to the east. Three existing one -story office buildings on site will be demolished, and replaced with a four -story 136, 114 square foot storage building, and a one -story 14, 802 square foot RV parking garage. Upon completion, there will be two employees on site. The RV garage will have capacity for 17 vehicles. 33 parking and loading spaces will be provided on site for uses of the main storage facility. Light and Glare Light will be emitted from within the building, wall signs, exterior building and security lighting. The applicant's lighting plan indicates that light intrusion onto adjacent properties would be minimal. Recreation Impacts on off -site recreation opportunities are unknown. The site and landscaping plans show outdoor amenity areas with street furniture. Pedestrian paths through the landscaped areas, referenced in the SEPA checklist, may not be provided since frontage improvements will include new sidewalks and planting strips per the draft Tukwila Urban Center Plan. Historic and Cultural Preservation There are no known cultural or historic sites within the project area. Transportation The project is located at the corner of Andover Park East and Treck Drive. 33 stalls are proposed and 113 are being eliminated. Per the memo from Jeff Schramm (5/22/08), Land Use Code #151— Mini - Storage Facilities will generate 53 p.m. peak vehicle trips will be generated (27 in, 26 out) according to the ITE Trip Generation Manual. The ITE Parking Generation Manual stipulates 33 parking places for a self - storage facility of 202, 530 sf of building space. Frontage improvements on Andover Park East and Treck Drive will include curb, gutter, sidewalk and street lighting. Sidewalks along Andover Park East will be six feet wide with a ten -foot planting area adjacent to the curb. Sidewalks along Industry Drive will be six feet wide with four foot planting strip. Public Services The project will require an incremental increase in public services (fire, police), which can be mitigated with waterline improvements, fire hydrants and sprinklers. Utilities The site is currently developed. All utilities (electricity, natural gas, telephone, water, sanitary sewer) are available on site. Staff Recommendation: Issue a Determination of Non - significance (DNS). RF 3 06/10/2008 Q: \Diamond Head Storage SEPA E08- 002 \Diamond Head SEPA STAFF REPT.doc RF 4 06/10/2008 Q: \Diamond Head Storage SEPA E08- 002 \Diamond Head SEPA STAFF REPT.doc (06/09/2008) Rebecca Fox - RE: Dia Head Storage - -Cut and fill volume? From: Ali Sadr <asadr @barghausen.com> To: Rebecca Fox <rfox @ci.tukwila.wa.us> Date: 06/03/2008 3:01 PM Subject: RE: Diamond Head Storage - -Cut and fill volume? Yes, There will be water quality vault on site. Ali From: Rebecca Fox [mailto:rfox @ci.tukwila.wa.us] Sent: Tuesday, June 03, 2008 10:37 AM To: Ali Sadr Subject: RE: Diamond Head Storage - -Cut and fill volume? Ali, Will there be a vault on the site, as the TIR references? (My knowledge of this is very basic, and I need to be sure that I understand what's going on.) Rebecca Fox Senior Planner City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 206 -431 -3683 (tel) 206 -431 -3665 (fax) rfox @ci.tukwila.wa.us »> Ali Sadr <asadr @barghausen.com> 06/03/2008 9:12 AM »> Rebecca, Based on the discussion with Public works , project is required to provide basic water quality treatment for all the pollution generated surfaces created by the project. A wet storm water vault is designed to treat the run off prior to discharge to offsite. Should you need any additional information, please contact me at our office. Thanks, Ali Sadr, P.E. Senior Project Engineer Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 Office (425) 251 -6222 CeII (206) 510 -0186 www.barghausen.com From: Rebecca Fox [mailto:rfox @ci.tukwila.wa.us] Sent: Tuesday, June 03, 2008 9:01 AM To: Ali Sadr Cc: Steve Bosetti Subject: RE: Diamond Head Storage - -Cut and fill volume? Ali, Thank you for the cut and fill information. Another issue regarding water...The SEPA checklist (Water #6.c.1) states that "stormwater will be Page 1 (06/09/2008) Rebecca Fox - RE: Diam' dead Storage - -Cut and fill volume? tightlined via storm pipe and receive water quality treatment prior to discharging into system.." and makes no reference to the type of treatment.. The TIR report indicates that there will be a vault in the south portion of the property. treated w/a vault? Rebecca Fox Senior Planner City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 206 -431 -3683 (tel) 206 -431 -3665 (fax) rfox @ci.tukwila.wa.us the existing storm Will stormwater be »> Ali Sadr <asadr©barghausen.com> 06/03/2008 7:48 AM »> Rebecca: The estimated cut and fill quantities for the above referenced project are, Cut = 2200cy Fill = 1800cy. Should you have any question or need additional information, please contact me at our office. Ali Sadr, P.E. Senior Project Engineer Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 Office (425) 251 -6222 Cell (206) 510 -0186 www.barghausen.com From: Steve Bosetti [mailto:steveb @ruhl - parr.com] Sent: Tuesday, June 03, 2008 7:32 AM To: Ali Sadr Cc: Doug Swan Subject: FW: Diamond Head Storage - -Cut and fill volume? Ali: Please provide this information to Rebecca Fox via e-mail to her. Thanks, Steve Bosetti From: Rebecca Fox [mailto:rfox @ci.tukwila.wa.us] Sent: Monday, June 02, 2008 4:59 PM To: Steve Bosetti Subject: Diamond Head Storage —Cut and fill volume? Steve, Page 2 (06/09/2008) Rebecca Fox - RE: Diamc -Iead Storage - -Cut and fill volume? We need to know many cubic yards of cut and fill material will be required to prepare the site for construction. The amount of cut and fill was left blank on SEPA checklist item B. 1.e. Please provide this information as soon as possible so that we can continue SEPA review. Thank you. Rebecca Fox Senior Planner City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 206 -431 -3683 (tel) 206 -431 -3665 (fax) rfox @ci.tukwila.wa.us Transportation Engineering NorthWest Traffic 8t Parking Assessment DATE: May 22, 2008 TO: Doug Swan FROM: Jeff Schramm RE: Traffic and Parking Analysis for Diamond Head Storage — Tukwila, WA The purpose of this memo is to provide information related to the traffic generation and peak parking demand anticipated for the proposed Diamond Head Storage development in Tukwila. Trip Generation Vehicle trip generation was estimated for the project using methodologies included in the Institute of Transportation Engineers (ITE) Trip Generation manual, 7th edition. The specific ITE Land use code (LUC) used in the trip generation estimate included LUC 151 Mini - Warehouse. ITE defines this land use category as buildings in which a number of storage units are rented for the storage of goods; they are typically referred to as "self - storage" facilities. Attachment 1 provides the detailed sheets from the ITE Trip Generation manual. The average weekday trip rate is 2.5 trips per 1,000 sf of building area; the PM peak hour trip rate is 0.26 trips per 1,000 sf building area. Based on an estimated 202,530 sf of building area, the project would generate an estimated 506 vehicle trips per weekday (half in, half out). During the PM peak hour, the project would generate an estimated 53 vehicle trips (27 in, 26 out). Parking Analysis Peak parking demand for this project was determined using information from the ITE Parking Generation manual, 3rd Edition. The same LUC 151 was used to determine the peak parking demand. The manual identifies a peak period parking demand of 0.16 vehicle stalls per 1,000 sf of building area. Based on 202,530 sf building area, the peak parking demand is estimated to be 33 parking stalls. Attachment 2 provides the detailed sheets from the ITE Parking Generation manual. Please contact me at (206) 396 -8286 or schramm(�tenw.com if you have any questions regarding the information presented in this memo. Attachments: 1. Data from ITE Trip Generation Manual, 7th Edition 2. Data from ITE Parking Generation Manual, 3rd Edition Transportation Engineering /Operations • Impact Studies • Design Services • Transportation Planning /Forecasting 816 6m" Street South • Kirkland, WA. 98033 •Office (206) 396 -8286 • Fax (425) 889 -TENW (8369) rTransportation Engineering NorthWest ATTACHMENT 1 Trip Generation Data Transportation Engineering /Operations • Impact Studies • Design Services • Transportation Planning /Forecasting 816 6" Street South • Kirkland, WA. 98033 •Office (206) 396-8286 • Fax (425) 889 -TENW (8369) • • • Land Use: 151 Mini-Warehouse Description • Mini-warehouses are buildings in •whlcha number of storage units or vaults are rented for the storage of goods. They are typically referred.to as '"self-storage'facilities. Each unit Is physically separated. from other unite, and access le usually provided through an overhead door or-other • common access point ?..• • • Additional Data TrUtk triple accounted for 2 to 15 percent of the weekday traffic at the sites surveyed: - , Vehicle occupancy ranged from 1.2 to 1.9 persons per automobile on an average weekday. Peak hours of the generator— ... The weekday p.m. peak hourwas between 1:00 p.m. and 5:00.p.m.,The Saturday peak hour was between 12:00 noon and .1:00 p.m. The Sunday peak hour was between 1:00 p.m. and 4:00 p.m. The sites were surveyed from 1979 to 2002 in California, Colorado and New Jersey. Source Numbers 113, 212, 403, 551, 568 • Trip Oeneratico, 7th Edgion • 217 Institute of Transportation Engineers • Mini (t51) • 'Average,VehIcle TrIvEndtit!Vtf: .:1000!Sq.-Feet Gross :Floor Area :One: ,::Weekday Number of Studies: 14 Average 1000 Sq. Feet GFA: 56 Directional Distribution: .50% entering,, 50% exiting Trip Generation. per 1000 Sq. Feet GrossflooriArea Average,Rate 2.50 Rango'of Rates . Standard t.'.)evlatiOn. 1.21 - 4.36 1.78 Data Plot and Equation 400 300 or 200T 100 0 x 10 : : 20 X Actual Data RAW x x x x 1 , . I I 30 40 60 80 70 80 90 100 110 1000 Sq. Feet.Grose Floor Area Fitted Curve Average Rate Fitted CuiVe.Ecgiatton: Ln(T) = 1.01 Ln(X) + 0.82 R2= 0.73 Trip,GerteratIon,7tWEdItIstin 227 Institute of:TransptinatIon.Englneere Mini ...Warehouse (151)., Average: Vehicle Trip :Endtvs: 1000Sq. feet Gross Floor. Area On a: :Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 13 .. . Average 1000 Sq. Feet GFA:::. 58 . Directional Distribution: 51% entering, 49% exiting Trip Generation per 1000 Sq. Feet .Gros, Floor Area :.Average Rate, Range of Rates Standard Deviation 0.26 0.13 : 0.48 0.52 Data Plot and Equation 40 30 zs • 20 • 0 a' u 10 x x x. x x x x x 0 1 r 10 20 .,30 40 . 60 60 70 80 80 100 110 X = 1000 Sq...Feet Gross Floor Area X. • Attuai Data Pointe Fitted Curve Average Rate Fitted Cuive Equation: Ln(T) =1.02 Ln(X) -1.49 R2 = 0.67 Trip CGndratlom'7th: Edition: 229 . Institute of Transportation .Engineers pTransportation Engineering NorthWest ATTACHMENT 2 Parking Generation Data Transportation Engineering /Operations • Impact Studies • Design Services • Transportation Planning /Forecasting 816 6ih Street South • Kirkland, WA. 98033 • Office (206) 396 -8286 • Fax (425) 889 -TENW (8369) Land Use: 151 Mini-Warehouse Land Use Description , Saturday parking demand was only provided for one site. The site was 172,300 sq. ft. GFA and the peak parking demand ratios were 0.06 vehicles per 1,000 sq. ft. GFA and 0.77 for vehicles per 100 storage units. The peak period of demand occurred between 4:00 and 5:00 p.m. The following table presents a time-of-day distribution of parking demand for three study sites. .'I'• fzt. ; ,', L.,, ' :.•• , , , . .1 : I rildmigminitiom — ...I irtm 0 mri . 0 •--irio ii! fili 12:00-4:00 a.m. 5:00 a.m. • — • 0 6:00 a.m. — 0 7:00 a.m. 31 3 8:00 a.m. 24 3 -9:00 a.m. 59 3 10:00 a.m. 91 3 • 11:00 a.m. 100 3 • 12:00 ..m. 55 3 1:00 ..m. 45 3 2:00 ..m. 46 3 3:00 '.m. • 40 2 • 4:00'm. , 88 l• • 5:00 ..m.. 27 1 6:00 ..m. • 35 1 7:00 ..m. 27 1 • 8:00 ..m. — 0 9:00 ..m. — 0 10:00..m. — 0 11:00 ..m. — 0 .* Subset of database Study Sites/Years Canada: Burnaby, BC (1991); Coquitlam, BC (1901); Richmond, BC (1991) •United Statee: Santa Barbara, CA (1998) Institute of Wensportation Engineers 42 Parking GeneraVon, 3rd Edition Land Use: 151 Mini - Warehouse Average Peak Period Parking Demand vs: 1,000 sq. ft.. GFA On a: Weekday Peak Period 10:00 a.m. -12:00 p.m.; 4:00 -5:00 p.m. 5 Number of Study Sites Average Size of Study Sites 70,000 sq. ft. GFA Average Peak Period Parking Demand 0.16 vehicles per 1,000 sq. ft. GFA Standard Deviation 0.07 Coefficient of Variation 46% Range _ 0.09 -0.27 vehicles per 1,000 sq. ft. GFA 0.20 vehicles per 1,000 sq. ft. GFA 85th Percentile 33rd Percentile 0.13 vehicles per 1,000 sq. ft. GFA in 30 u 25- • 20 ✓ e 15 110 a 11 5 a 0 0 Weekday Peak Period Parking Demand • P= 0.07x +4 R2 =0.88 50. 100 150 200 x =1,000 sq. ft. GFA • Actual Data Points Institute of Transportation Engineers Fitted Curve - - - - Average Rate Parking Generation 3rd Edition rTransportation Engineering NorthWest ATTACHMENT 1 Trip Generation Data Transportation Engineering/Operations • Impact Studies • Design Services ♦ Transportation Planning /Forecasting 816 6th Street South • Kirkland, WA. 98033 • Office (206) 396 -8286 • Fax (425) 889 -TENW (8369) rTransportation Engineering NorthWest ATTACHMENT 2 Parking Generation Data Transportation Engineering/Operations • Impact Studies • Design Services • Transportation Planning/Forecasting 816 6th Street South • Kirkland, WA. 98033 • Office (206) 396 -8286 • Fax (425) 889 -TENW (8369) Page 1 of 11 Rebecca Fox - RE: Diamond head Storage - Owner of Record From: "Doug Swan" To: "'Rebecca Fox ' Date: 07/02/2008 9:21 AM Subject: RE: Diamond head Storage - Owner of Record CC: "Loretta Alake" Thanks! Here''' § =the nfolhe for the Owners Designated Representative. She's also the local property manager, which might be comforting to know if you. ever want. to talk\to someone local in addition to us: '% \ k�,Loretta Alake �\ • Senior Property Manager, Reit Management & Research, LLC A Division of HRPT Properties Trust Andover Executive Park / / 617 Industry Drive Tukwila, WA 98188 \email: Ialake @reitmr.com Call me if you need any additional info. Regards, Doug Swan From: Rebecca Fox [mailto:rfox @ci.tukwila.wa.us] Sent: Tuesday, July 01, 2008 1:24 PM To: Doug Swan Subject: Re: Diamond head Storage - Owner of Record Doug, Thanks for the background. This could be a bit simpler than you think. For purposes of sending a Notice of Decision, I simply need the name and address of a person or entity (in addition to yourself) who represents the owner and who is authorized to physically receive a Notice of Decision in the mail. You'll be mailed a copy, as will the person or entity whom you designate as the owner. I will not require documentation of ownership, and am fine with whomever is selected. Rebecca Fox Senior Planner City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 206 - 431 -3683 (tel) 206 - 431 -3665 (fax) rfox @ci.tukwila.wa.us file: / /C: \temp\XPGrpW ise \486B487Dtuk- mail6300 -po 1001346335116A5E 1 \GW } 00001.... 07/02/2008 Page 2 of 11 »> "Doug Swan" <dswan @dougswan.com> 07/01/2008 12:00 PM »> Rebecca - I received your voice mail this morning regarding Owner info for Diamond Head Storage. My apologies for the long email string attached, but I thought it would be good background for you to have in your file. Per your request, I am attempting to get you the correct Owner information for the property; unfortunately, it's turned into a rather complicated mess that I'm trying to get sorted out. Since the owner of the property is a publicly traded REIT, they have numerous legal entities under their "HRPT" umbrella related to various properties, and numerous other entities who handle the management of property taxes, etc. I'm trying to get some documentation w/ the correct info for this property. As I understand it, KC tax records show Shanna Lehman / Carlsbad CA as the "Owner" - this is person of record where property taxes are mailed and paid (I believe this might be a contact person w /in a law firm). The "Owner" on the property title is "Blue Dog Properties Trust ". Please bear with me while I get this sorted out. I'm waiting for the corporate office to provide me w/ some documentation that would be satisfactory to you. Regards, Doug Swan Original Message From: Loretta Alake Sent: Tuesday, July 01, 2008 2:20 PM To: Glatt, Sabrina Cc: Swan, Doug; DeMello, Matt; Wojdag, Michael; Schaefer, Gregory; McGahan, Bill Subject: RE: Diamond Head Storage - -Owner of record - 07- 115 -005 Hi Sabrina, Can you please pull the tax bills and forward them to Doug Swan? Thanks. Ps Doug, please let us know if you need anything else. Loretta file: / /C:\ temp\ XPGrpWise \486B487Dtuk- mail6300 -po 1001346335116A5E 1 \GW } 00001.... 07/02/2008 • • RECEIVED MAY 22 nog DEVELOPMENT Rebecca Fox City of Tukwila 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Department of Community Development Re: Green Building Features of Diamond Head Storage Arch.: Rebecca, The Diamond Head Storage team has approached the design of the project with green building goals at the heart of the concept. From the site design to energy and water conservation to the indoor environment for the employees the building incorporates a holistic approach to their sustainable design goals. Some of the top priorities for the project include: Water conservation: The project will implement several strategies to achieve a significant reduction in water use. For the building landscape,the design will include only drought tolerant and native vegetation which require substantially less water. The irrigation system will be a high efficiency drip system. For building water use, commercial dual flush valve toilets, 1/8 GPF urinals and 0.5 gpm lavatory faucets with auto - sensors will be used. We expect this to reduce overall water use of the building by more than 40 %. The significant decrease in building water use will also result in an equal reduction of wastewater requiring treatment therby reducing demand on municipal infrastructure. Stormwater management: The site is 100% pervious now and the design will meet the requirements of the King County Surface Water Design Manual including BMPs for reducing stormwater runoff. The new development will include pervious surfaces to allow for infiltration. The civil engineer is studying the possibility of water quality swales to collect run off from the parking areas and filter pollutants. The project will include green roofs to maximize the reduction in roof runoff within the project budget. Efficient Material Use: The project is specifying a high percentage of recycled- content building materials, including steel, drywall, insulation, carpet and carpet padding. A high percentage of the materials used in the building will be manufactured and harvested within 500 miles of the project site. Construction and Demolition Waste: The project will implement a waste management plan with a minimum requirement of 75% of construction and demolition waste to be diverted from landfills, and a goal of 95 %. This will be achieved through the development of a construction waste management Mon prior to construction identifying all materials and processing locations for recycling or salvage. 1808 Bellevue Avenue, Suute 202 SeiiOP WA 98122 206 860 -2904 206 381.- -0692 Lori 5/22/2008 Page 2 Energy and Emissions: The energy use of the building will be reduced by approximately 15% from the 2006 Washington State Energy Code. This will be done by reducing lighting power density, providing occupancy sensors throughout the building and daylight in regularly occupied areas. Energy efficienct HVAC equipment will also be provided. Preferred parking will be provided for those with low emitting and fuel efficient vehicles. Sincerely, Nancy Henderson, LEED AP tvlanaging Partner, ArchEcology, LLC - LEED. -NC LE D -NC Version 2.2 Preliminary Project Checklist Updated: 4/17/2008 -Ic Goal: LEED Certified Diamond Head Storage - 515 Industry Drive/Tukwila, WA 98188 Yes ?Y 7N No 3_ 1 1 1 1 1 1 1 1 1 1 Yes ?Y ?N No 31 Prereq 1 Credit 1 Credit 2 Credit 3 Credit 4.1 Credit 4.2 Credit 4.3 Credit 4.4 Credit 5.1 Credit 5.2 Credit 6.1 Credit 6.2 Credit 7.1 Credit 7.2 Credit 8 RECEIVE 'MAY 22 2000 commumry OEVELOPagENT (DSA Proj Mgt for RMR, LLC) Construction Activity Pollution Prevention Site Selection Development Density & Community Connectivity Brownfield Redevelopment Alternative Transportation, Public Transportation Access Alternative Transportation, Bicycle Storage & Changing Rooms Alternative Transportation, Low-Emitting and Fuel- Efficient Vehicles Alternative Transportation, Parking Capacity Site Development, Protect or Restore Habitat Site Development, Maximize Open Space Stormwater Design, Quantity Control Stormwater Design, Quality Control Heat Island Effect, Non -Roof Heat Island Effect, Roof Light Pollution Reduction Required 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yes ?Y 7N No Credit 1.1 Credit 1.2 Credit 2 Credit 3.1 Credit 3.2 Water Efficient Landscaping, Reduce by 50% Water Efficient Landscaping, No Potable Use or No Irrigation Innovative Wastewater Technologies Water Use Reduction, 20% Reduction Water Use Reduction, 30% Reduction 3 2L1 1 2 1 1 Prereq 1 Prereq 2 Prereq 3 Credit 1 Credit 2 Credit 3 Credit 4 Credit 5 Credit 6 e spkhe Fundamental Commissioning of the Building Energy Systems Minimum Energy Performance Fundamental Refrigerant Management Optimize Energy Performance On -Site Renewable Energy Enhanced Commissioning Enhanced Refrigerant Management Measurement & Verification Green Power 1 1 1 1 1 Required Required Required 2 to 10 1 to 3 1 1 1 1 continued... R: \Projects \DSA - Diamond Head Storage \DSA - Dia Hd_credit update, checklist, tasklist \DSA - SS LEED- NC2.2upd'2fb'2008 Yes 7Y 7N No 1 1 1 1 1 1 Yes 7Y ?N No 8 1 1 1 1 1 1, 1 1 1 Yes 7Y ?N No L� Prereq 1 Credit 1.1 Credit 1.2 Credit 1.3 Credit 2.1 Credit 2.2 Credit 3.1 Credit 3.2 Credit 4.1 Credit 4.2 Credit 5.1 Credit 5.2 Credit 6 Credit 7 Prereq 1 Prereq 2 Credit 1 Credit 2 Credit 3.1 Credit 3.2 Credit 4.1 Credit 4.2 Credit 4.3 Credit 4.4 Credit 5 Credit 6.1 Credit 6.2 Credit 7.1 Credit 7.2 Credit 8.1 Credit 8.2 Storage & Collection of Recyclables Building Reuse, Maintain 75% of Existing Walls, Floors & Roof Building Reuse, Maintain 95% of Existing Walls, Floors & Roof Building Reuse, Maintain 50% of Interior Non - Structural Elements Construction Waste Management, Divert 50% from Disposal Construction Waste Management, Divert 75% from Disposal Materials Reuse, 5% Materials Reuse,10% Recycled Content, 10% (post - consumer + % pre- consumer) Recycled Content, 20% (post - consumer + % pre- consumer) Regional Materials, 10% Extracted, Processed & Manufactured Regionally Regional Materials, 20% Extracted, Processed & Manufactured Regionally Rapidly Renewable Materials Certified Wood Required 1 1 1 1 1 1 1 1 1 1 1 1 1 _ n i .. nmen yQW'ia Minimum IAQ Performance Environmental Tobacco Smoke (ETS) Control Outdoor Air Delivery Monitoring Increased Ventilation Construction IAQ Management Plan, During Construction Construction IAQ Management Plan, Before Occupancy Low - Emitting Materials, Adhesives & Sealants Low- Emitting Materials, Paints & Coatings Low- Emitting Materials, Carpet Systems Low - Emitting Materials, Composite Wood & Agrifiber Products Indoor Chemical & Pollutant Source Control Controllability of Systems, Lighting Controllability of Systems, Thermal Comfort Thermal Comfort, Design Thermal Comfort, Verification Daylight & Views, Daylight 75% of Spaces Daylight & Views, Views for 90% of Spaces Required Required 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yes ?Y 7N No 33 6 Imation Credit 1.1 Credit 1.2 Credit 1.3 Credit 1.4 Credit 2 Design Process Innovation in Design: Exemplary Perform 40% - Water Use Reduction Innovation in Design: Public Education Innovation in Design: Integrated Pest Management Innovation in Design: Green Cleaning LEED ®Accredited Professional 13 28 Project Totals (pre - certification estimates) Certified 26 -32 points Silver 33 -38 points Gold 39 -51 points Platinum 52-69 points 69 Points R: \Projects \DSA - Diamond Head Storage \DSA - Dia Hd_credit update, checklist, tasklist \DSA - SS LEED- NC2.2up*f 2008 LEED -NC v 2.2 Credit Update Diamond Head Storage /Tukwila, WA Date 04/17/08 By Nancy Henderson LEE) Target: iCedified Points Needed: X26 Current Points Yes :33 i. Probable Yes:16 Probable No: i 2 No:128 Open: Need more information: will not be resolved in the near future. Active: Action Required. Can be resolved in the near future. Resolved: No immediate action required. SS Prereq 1 Construction Activity Pollution Prevention Last Updated: 1/14/2008 Due Date: Construction SS Credit 1 Site Selection Last Updated: 1/14/2008 Due Date: Desi,jn SS Credit 2 . Y Active Barghausen Requirement Implement Erosion and Sedimentation Control measures in compliance with 2003 EPA Construction General Permit. is >ue None Resolution Strategy Civil Engineer confirm compliance and provide LEED online documentation. Reuuir Y Active ent Choose a.site that is not in one of the prohibited areas. issue None. Resolution Strategy AE to provide documentation. • Development Density 8 Community Connectivity SS Credit 3 Brownfield Redevelopment Last Updated: 3/20/2008 N Resolved ArchEcology Y TN to Y Active RMR Requirement Redevelop a brown field site. issue Undetermined whether existing site conditions include contamination and would require cleanup. Some.industdalsites with buildings built in•the 70's have some contamination i.e. Asbestos Containing Material (ACM) Due Date: Resolution Strategy A soils.report would need to be done to determine extent of contamination. Owners Rep to Design forward to AE the "Good Faith" letter and any mitigation documents. SS Credit 4.1 Alternative Transportation: Public Transportation Access Y Resolved ArchEcology Last Updated: 1/14/2008 Due Date: 3r Requirement Locate project within 1/2 mile of commuter rail station, or within 1/4 mile of at least one bus stop withal least two bus routes. issue None Resolution Strategy AE to provide LEED online documentation. SS Credit 4.2 Alternative Transportation: Bicycle Storage & Changing N Rooms SS Credit 4.3 Alternative Transportation: Low Emitting and Fuel Efficient Y Vehicles Last Updated: 1/14/2008 Due Date: tae'gn ?NtoN Resolved Active Ruhl- Pan /RMR �ment Provide Preferred parking for low emitting vehicles. issue Determine if there is commitment to provide preferred parking. Flex car can be an altemative. Resolution Strategy Show preferred parking stalls on drawings and detail of ULEV signage. SS Credit 4.4 Alternative Transportation: Parking Capacity Last Updated: 3/20/2008 Due Date: Des:, ;n Y ?N to Y Open Ruhl- Parr /RMR Requirement Do not exceed zoning code requirement for parking AND provide preferred parking for carpools or vanpoots for 5% of the total provided parking OR do not add any new parking. issue Determine parking meets requirements. Resolution Strategy SS Credit 5.1 Site Development: Protect and Restore Habitat Last Updated: Y ?N to Y Open Ruh!. Pan /RMR/Barghausen Requirement On previously developed or graded sites, restore 50% of site area outside of budding footpnnt to native /adapted vegetation. R:\Projects\DSA - Diamond Head Storage/DSA - Dia Hd_credit update, checklist, lasktst\OSA - SS LEED- NC2.2update 4/17/2008 1 3/20/2008 Due Date: Construction Iss :ie Calculate percentage of vegetated area outside of building footprint. Resolution Strategy Prohibit plant materials listed as invasive or noxious weed specimens. Select native /adapted plants.that require minimal or no imgation following establishment. Use no fertilizers, pesticides or herbicides. Provide habitat value and promote biodiversity through avoidance of monoculture plantings. SS Credit 5.2 Site Development: Maximize Open Space Last Updated: 3/20/2008 Due Date: SS Credit 6.1 Last Updated: 3/20/2008 Due Date: ?Y Active Ruhl- Parr /RMR/Barghausen Requlre„ieiit Assuming no open space requirements, provide open space equal to 20% of the project site area. Vegetated open spaces must contribute 25% of the open space or exceed zoning by 25 %. Issue Confirm open space requirements. Resolution Sirat yy Consider "Seattle.Green Factor" calculations for 'vertical' plantings. SGF provides additional bonuses for using rainwater harvesting and/or low -water use plantings. (see credits SScr5.1 8 WEcr1.1) Y ?N to Y Active Barghausen Storm Water Design: Quantity Control -- --- -_ - -- -- Requirement issue Resolution Strategy SS Credit 6.2 Storm Water Design: Quality Control Last Updated: 3/20/2008 Due Date: 3r SS Credit 7.1 Heat Island Effect: Non -roof ............. SS Credit 7.2 Heat Island Effect: Roof Requirement issue Resolution Strategy Limit disruption of natural hydrology by reducing impervious cover, increasing on -site infiltration and managing storm water runoff. Civil to calculate imperiousness percentage to determine credit compliance. If existing imperviousnesstess than or eouaI to 50 %implement storm water management that prevents the post - development peak :discharge rate and quantify from exceeding the pre - development peak discharge rate and quality for the one- and two -year, 24 -hour design storms. If greater than 50 °/q Implement a storm water management plan that results in a 25% decrease in the.volume of storm water runoff from1he two -year, 24 -hour design storm. Active Barghausen • Capture and treat storm water runoff from 90% of average annual rainfall using BMPs. Treatment must be capable of removing 80% of total suspended solids. Data must conform to accepted protocol (e.g. TARP - Technology Acceptance Reciprocity Partnership) WA State Dept of Ecology for BMP monitoring. Civil Engineer to determine feasibility. N Resolved Y Active Ruhl- Parr /RMR Last Updated: 3/20/2008 Due Date: SS Credit 8 Light Pollution Reduction Last Updated: 3/20/2008 Due Date: f ,s Requirement 75 %of roofing material to be a minimum SRI of 78 OR vegetated roof for 50% of roof area or a combination of both. issue Resolution Strategy Architect to provide roof specification and tear sheet to show compliance. Y ?Y to Y Open Lighting Designer /AE Requirement Interior Lighting: Max candela value from interior fixtures may not exit out through the windows AND Exterior Lighting not to exceed 80% lighting power densities for exterior areas and 50% for building facades and landscape features. And exterior lighting must not produce a maximum initial illuminance greater than 0.6 hort and vert footcandles at the site boundary and 0.01 footcandles 15'beyond the site.boundary. Issue Will need photometric site plans, fixtures schedule, and lighting power density calculations. Resolution Strategy ArchEcology to provide LEED requirements to lighting designer so that they may provide a photometric site plan and complete the LEED online template. Water Efficiency Status Status Open / Active / Resolved Responsibility change? WE Credit 1.1 Water Efficient Landscaping: Reduce by 50% Last Updated: 3/20/2008 Due Date: "ca:; {t• WE Credit 1.2 WE Credit 2 Innovative Wastewater Technologies WE Credit 3 Y Open Landscape Architect Requirement Use drought tolerant plants and high efficiency irrigation OR collected rain water to reduce potable water use for irrigation by 50 %. Issue Landscape Architect to confirm compliance feasibility. Resolution Strategy Provide LEED requirements to Landscape Architect. (see SScr5.1) Consider "Seattle Green Factor" calculations for 'vertical' plantings. SGF provides additional bonuses for using rainwater harvesting and/or low -water use plantings. Water Efficient Landscaping: No Potable Use or No Irrigation Last Updated: N Resolved N Resolved Water Use Reduction: 20% and 30 %Reduction Y, Y Active Ruhl-Parr/AE Requirement Specify low water use fixtures to reduce water use by 20% (1 point) or 30% (2 points) over EPACT. R:1Projects\DSA - Diamond Head StoragetDSA - Dia Hd_credit update, checklist, tasklst10SA - SS LEED- NC2.2update //172008 2 3/20/2008 shower heads. ID credit awarded for 40% or more water use reduction. Resni:atinn Strategy Once occupancy numbers are confirmed, ArchEcology to perform water efficiency calculations to determine maximum flow and flush rates for plumbing fixtures. In/ .n Reduce water use by 30% possible with dual flush toilets and ultra low flow fixtures including Due Date: EA Prereq 1 Fundamental Commissioning of the Building Energy Y Systems .. _ ......................... :nt Owner to hire Commissioning Authority. Issur. Bring commissioning agent on board early in design if targeting enhanced commissioning credits. Resolution Strategy ArchEcology to provide CxA list from previous projects to Doug Swan, Owner's Rep. AE to provide sample specification. Y Resolved Requirement Demonstrate that building complies with ASHRAE 90.1 - 2004. Last Updated: 3/20/2008 Due Date: Construction EA Prereq 2 Last Updated: 3/20/2008 Due Date: Minimum Energy Performance Open DSA/CxA issue ;ZOSnlu € €on Strateggy EAcr1 demonstrates prerequisite compliance. EA Prereq 3 Fundamental Refrigerant Management Last Updated: 1/14/2008 Due Date: EA Credit 1 Optimize Energy Performance Last Updated: 3/20/2008 Due Date: EA Credit 2 On Site Renewable Energy . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EA Credit 3 Enhanced Commissioning Last Updated: 3/20/2008 Due Date: Construction EA Credit 4 Enhanced Refrigerant Management Last Updated: 3/20/2008 Due Date: EA Credit 6 Measurement & Verification Last Updated: 3/20/2008 Due Date: Construction EA Credit 6 Green Power Last Updated: AE Y Resolved AE Do not use CFCs in HVAC & R equipment. iSSUe Since CFC are not legal anymore, new equipment will use alternate refrigerants. Resolution Strategy ArchEcology to complete LEED online template. Y Active HVACIRuhi- Parr/AE t Reduce building energy use by at least 14% (2 pts; 17.5% for 3 pts) above ASHRAE 90.1 -2004. Issue An energy model is necessary to determine baseline and design case energy use. Utility company incentives may be available. Rennlutiun Strategy ArchEcology to provide energy modeling and follow -up contact with utility company (PSE). N Resolved ............ 7Y Open Ruhl- Parr/Cx Agent Requirement In addition to the Fundamental Building Commissioning prerequisite, have a contract in place to implement the following additional commissioning tasks: (1) conduct a review of the design prior to the construction documents phase. (2) conduct a review of the construction docs near completion of the construction doc development and prior to issuing the contract docs for construction. (3) review the contractors submittals relative to systems being commissioned. (4: provide the owner with a single manual that contains the information required for re- commissioning building systems. (5) review building operation with O &M staff, including a plan for resolution of outstanding commissioning- related issues within one year after construction completion date. Issue Cost. Resolution Strategy ArchEcotogy to send list of CxA for Doug Swan, Owners Rep consideration. He will then get bids to decide if pursuing this credit. Y Active MEP /AE mr;nt Select Refrigerants that minimize emissions of compounds that contribute to ozone depletion and global warming. Issue None. Resolution Strategy HVAC to select qualifying equipment, provide specification and refrigerant charge to AE. ArchEcotogy to complete LEED online credit template. 7N Open RMR/AE Requirement Develop and implement a Measurement & Verification (M &V) Plan that shall cover no less than one year of post - construction occupancy. Provide measurement and verification equipment that will allow monitoring of performance of equipment. Issue Requires post- construction baseline simulation and development of the M &V Plan. Resolution Strategy Doug Swan as Owner's Rep to confirm this path is requested. 7Y Active Requirement Purchase 35% of electricity from green power source for 2 years. R: /Projects€OSA - Diamond Head Storage\DSA - Dia Hd credx update, checklist, tasklist\DSA - SS LEED- NC2.2update RMR 4/172008 3 3/20/2008 Due Date: Construction A:101-1 Issue Green power available through Seattle City Light © at an estimated cost of $0.015 /kilowatt -hour. Resolution Strategy Doug Swan as Owners Rep to confirm this path is requested. If yes, then determine baseline electricity use and set up 2 -year contract with green power.provider (PSE). MR Prereq 1 Storage & Collection of Recyclables Last Updated: 3/20/2008 Due Date: • Y Active Ruhl - Parr/AE Requirement Provide easily accessible area for collection and storage of recyctables - for a minimum of paper;' cardboard, glass plastics and metals. issue None. Resolution Strategy Size recycling areas appropriately and show dedicated recycling areas on drawings. Architect to forward ACAD drawings to ArchEcology to upload for LEED documentation and online credit completion. MR Credit 1.1 Building Reuse: Maintain 75% of Existing Walls, Floors & Roof • MR Credit 1.2 Building Reuse: Maintain 95% of Existing Walls, Floors & N Roof MR Credit 1.3 MR Credit 2 Last Updated: 3/20/2008 Building Reuse: Maintain 50% of Interior Non - Structural Elements N Construction Waste Management: Divert 50 %, 75% Y, Y Resolved Resolved Resolved Active Foushee Requirement Divert at least 50% (1 point), 75% (2points) of construction and demolition waste from landfill. More than 95% diversion merits an ID credit. luxux. Use commingled recycling facility with a minimum 75% diversion rate. Due Date: ReeoiutioiF Stratt:yy Contractor to develop a Construction Waste Management Plan. ArchEcology to provide sample Construction specifications. Contractor to track diversion and waste hauling reports through both demolition and construction. MR Credit 3 Materials Reuse: 5 %, 10% MR Credit 4 Recycled Content: 10 %, 20% Last Updated: N Resolved Y, ?Y Open Ruhl- Parr /AE/Foushee Requirement Useproductswith recycled content for. 10% (1'point), 20% (2 points) of the total value of buildinr materials.(based on 1/2 pre - consumer+ post- consumer). Issue Based on material cost, possible to eam 2 points (20 %). Consider high recycled content gypsurr 3/20/2008 wallboard, insulation, partitions, glass, steel,.rebar. Due Date: Resolution Strategy Contractor to track estimated quantity and "cost savings" of back fill use of break out of tilt -up Construction walls from demolition. These numbers may be included in calculating the recycled content for this project. ArchEcology to annotate specifications with LEED requirements. AE to provide Contractor with Material Buyout Forms for subcontractors and suppliers. Completed forms to be submitted to AE for LEED online calculations. MR Credit 5 Last Updated: 3/20/2008 Regional Materials: 10 %, 20% Extracted, Processed & Manufactured Regionally Y, ?Y Open Ruhl- Parr /AEJFoushee Requirement Use products that are extracted, processed & manufactured within 500 miles of site for 10% (1 point), 20% (2 points) of the total value of building materials. issue Products that may meet requirement: Concrete, lumber, landscape material, sand, aggregate, gypsum. Due Date: Rebolutiwi Strategy Contractor to track estimated quantity and "cost savings" of back fill use of break out of tilt -up Construction walls from demolition. These numbers may be included in calculating the recycled content for this project. ArchEcology to annotate specifications with LEED requirements. AE to provide Contractor with Material Buyout Forms for subcontractors and suppliers. Completed forms to be submitted to AE for LEER online calculations. MR Credit 6 Rapidly Renewable Materials MR Credit 7 Certified Wood Last Updated: 3/20/2008 Due Date: Construction N Resolved ?N Open Ruhl- Parr/AE/Foushee Requirement Use FSC Certified wood products for 50% of the value of wood -based products in the building. Issue Cost and availability matenal. Determine if wood to be specified for Building B - the RV storage (type 5B). Resolution Strategy ArchEcology to annotate specifications with LEED sections. Indoor Environmental Quality Status Status change? Open / Active / Resolved Responsibility EQ Prereq 1 Minimum IAQ performance Last Updated: Y Active HVAC Engineer Regk�irenlent Meet ventilation requirements of sections 4 -7 of ASHRAE 62.1 -2004 or show that Washington VIA) code i5 more stringent. R:1Projects0SA - Diamond Head StoragetDSA - Dia Hd_aedit update, checklist, tasktstt0SA - SS LEED- NC2.2update 4/172008 4 1/14/2008 Due Date: ISSUE None. Resolution Strategy HVAC /Mechanical Engineer to complete LEED online credit template. EQ Prereq 2 Environmental Tobacco Smoke (ETS) Control Y Open Ruhl- Parr /DSA -RMR .............................. Requirement No Smoking in building common areas or within 25 feet of openings. ISSU0 Last Updated: 3/20/2008 Due Date: EQ Credit 1 Outdoor Air Delivery Monitoring EQ Credit 2 Increased Ventilation Y Open HVAC Engineer. Resolution Strategy Doug Swan, Owner's Rep to provide documentation of signage the meet no smoking' requirements Resolved Last Updated: 1/14/2008 Due Date: Requirement Increase breathing zone outdoor air ventilation rates by at least 30% above ASHRAE 62:1 -2004. Issue R<,uiuliu3l Strat Ay HVAC engineer to advise. EQ Credit 3.1 Construction IAQ Management Plan: During Construction Y Open Foushee /AE — _ Requirement Implement IAQ Management Plan. Last Updated: 3/20/2008 Due Date: Construction EQ Credit 3.2 EQ Credit 4.1 Last Updated: 3/20/2008 Due Date: Construction Issue Include IAQ requirements in specifications. Resolution Strategy ArchEcology to provide example IAQ plan to Foushee. AE to annotate specifications with LEED requirements. Construction IAQ Management Plan: Before Occupancy Low - Emitting Materials: Adhesives & Sealants N ?NtoN Resolved Y Open Ruhl - Parr / AE/Foushee Use low- emitting adhesives and sealants for all interior uses in accordance with SCAQMD rule #1168. Issue Need to include requirements in specifications and track submittals dunng construction for compliance. Resolution Strategy ArchEcology to annotate specifications with LEED requirements. AE to review submittals. EQ Credit 4.2 Low - Emitting Materials: Paints & Coatings Y Open Ruhl- Pan /AE/Foushee Requirement Use low- emitting paints and coatings. for all interior uses in accordance with Green Seal Standard GC-03, GC -11 and SCAQMD Rule #1113. Issue Need to include requirements in specifications and track submittals during construction for compliance. Resolution Strategy ArchEcology to annotate specifications with LEED requirements. AE to review submittals. Last Updated: 3/20/2008 Due Date: Construction EQ Credit 4.3 Low - Emitting Materials: Carpet Systems Y Open Ruhl- Parr /AE/Foushee Requirement Specify low - emitting carpet systems. Carpet to meet CRI Green Label Plus, Carpet pad to meet CRI Green Label and carpet adhesive to meet VOC limit of 50g /L. Issue: Carpet may be used in office areas. Need to include requirements in specifications and track 3/20/2008 submittals during construction for compliance. Last Updated: Due Date: Construction EQ Credit 4.4 Last Updated: 3/20/2008 Resolution Strategy ArchEcology to annotate specifications with LEED requirements. AE to review submittals. Low - Emitting Materials: Composite Wood & Agrifiber Products 1r' Open Ruhl- Parr / AE/Foushee Requirement Specify composite wood and agri -fiber products with no added urea - formaldehyde resins. Issue Need to include requirements in specifications and track submittals dunng construction for compliance. Due Date: Resolution Strategy ArchEcology to annotate specifications with LEED requirements. AE to review submittals. Construction Specify exterior grade OSB, plywood OR formaldehyde free products. EQ Credit 6 Indoor Chemical & Pollutant Source Control EQ Credit 6.1 Controllability of Systems: Lighting Last Updated: 3/20/2008 Due Date: t '.'iy N Resolved Y Open Electrical/Ruhl-Parr/AE Requtrornont 1) Provide individual lighting control for 90% of building occupants AND 2) for multi-occupant spaces, provide controllability of lighting to enable adjustment that meets group needs/ preferences. Issue None - occupancy sensors to be installed. Resolution Strategy ArchEcology will need electncal drawings documenting occupancy sensors for LEED online documentation. R: \Projects\OSA - Diamond Head Storage\DSA - Dia Hd_credit update, checklist, tasklist\DSA - SS LEED- NC2.2update 4/17/2008 5 EQ Credit 6.2 Controllability of Systems: Thermal Comfort N Resolved EQ Credit 7.1 Thermal Comfort: Design N Resolved . EQ Credit 7.2 Thermal Comfort: Verification N Resolved EQ Credit 8.1 Daylight & Views: Daylight 75% of Spaces Y Open Last Updated: 3/20/2008 Ruhl-Parr/ArchEcology Requireinem Achieve daylight for a minimum of 75% of all regularly occupied areas. Issue MII,need glass specification. Due Date: Resolution Strategy ArchEcology to provide daylight calculations for the retail /office areas. Architect to provide C•.. 'gc ACAD drawings to AE. EO Credit 8.2 Daylight & Views; Views for 90% of Spaces Y Open Ruhl- Part /ArchEcology Requirement Provide a direct line of sight to outdoor environments for 90% of building occupants. Last Updated: 3/20/2008 Due Date: Design issue None. Strategy ArchEcology to provide view calculations for the retail /office areas. Architect to provide ACAD drawings to AE. innov. €ion &: Design(Proaess • tatUS &ells ope-n,PActivreltaResowed.. Responsibit ID Credit 1.1 Innovation In Design: Exemplary Performance - 40% Water Use Reduction Last Updated: Open RMR/Ruhl- Parr /AE Requirement Exceed water efficiency requirement by 40 %. Issue Should be achievable, but won't know until fixture specs are confirmed and ArchEcology runs 1/14/2008 water use calculations. Due Date: jr ID Credit 1.2 Last Updated: 1/14/2008 Due Date: Des!an Resolution Strategy Architect 10 provide fixture submittal; see WEcr3.1 & 3.2. Innovation in Design: Public Education Y Open RMR/AE Requirement Provide a public education strategy by doing 2 of the 3 following: 1) Public tours of the facility highlighting green features; 2) Written brochure; and /or, 3) Permanent signage tnat highlights green features and benefits. Issue Owner commitment to compliance. rid alution Strategy ArchEcology may provide sample documents ID Credit 1.3 Innovation In Design: Integrated Pest Management Y Open RMR Requirement Develop, implement and maintain an Integrated Pest Management plan defined as managing indoor /outdoor pests in a way that protect human health and the surrounding environment; and, that improves economic retums through the most effective, least risk option. Last Updated: 1/14/2008 Due Date: Design Issue Owner commitment to compliance. Resolution Strategy ArchEcology may provide sample documents. ID Credit 1.4 Innovation In Design: Green Cleaning Y Open RMR Last Updated: 1/14/2008 Due Date: f1.:a. "fir. ID Credit 2 LEED Accredited Professional Requirentenn Develop, implement and maintain a green cleaning program to reduce exposure of building occupants and maintenance personnel to potentially hazardous chemical contaminants that adversely impact air quality, occupant well- being, and the environment. issue Owner commitment to compliance. Peso lution Stratr'nr+ ArchEcology may provide sample documents Y Resolved ArchEcology Last Updated: 1/14/2008 Due Date: Construction Requirement LEED Accredited Professional on design team. issue None Resolution Strategy ArchEcology will provide LEED AP R:1ProJectslDSA - Diamond Head Storage'DSA - Die Hd_credit update, checklist, taskllst\DSA - SS LEED- NC2.2updete 4/172008 8 PRELIMINARY TECHNICAL INFORMATION REPORT C,HA 4- m �Z no � $ x, „:1 • . "G f' ri ' g • NG ENG‘. Diamond Head Storage SEC — Industry Drive and Andover Park East Tukwila, Washington Prepared for: RMR, LLC 617 Industry Drive Tukwila, WA 98188 January 30, 2008 Our Job No. 13237 RECEIVED MAY 2 2 2008 oraff IP CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX BRANCH OFFICES • OLYMPIA, WA • TACOMA, WA • SACRAMENTO, CA • TEMECULA, CA www.barghausen.com TABLE OF CONTENTS 1.0 PROJECT OVERVIEW Figure 1 — TIR Worksheet Figure 2 — Vicinity Map Figure 3 — Drainage Basins, Subbasins, and Site Characteristics Figure 4 — Soils Map 2.0 CONDITIONS AND REQUIREMENTS SUMMARY 2.1 Analysis of the Eight Core Requirements 2.2 Analysis of the Five Special Requirements 3.0 OFF -SITE ANALYSIS 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN A. Existing Site Hydrology B. Developed Site Hydrology C. Performance Standards D. Flow Control System E. Water Quality System 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 6.0 SPECIAL REPORTS AND STUDIES 7.0 OTHER PERMITS 8.0 ESC ANALYSIS AND DESIGN 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT 10.0 OPERATIONS AND MAINTENANCE MANUAL 13237.001.doc 1.0 PROJECT OVERVIEW 1.0 PROJECT OVERVIEW The proposed Tulcwila Storage is a ± 3.4 -acre site located on the southeast corner of Andover Park East and Industry Drive within the City of Tukwila, Washington. More particularly, the site is located within a portion of the southwest quarter of the northwest quarter of Section 25 and the southeast quarter of the northeast quarter of Section 26, Township 23 North, Range 4 East, Willamette Meridian, City of Tukwila, King County, Washington. Please see the attached Figure 2 — Vicinity Map for the exact location of the project site. Currently, the site is developed with three large buildings, appropriate drive aisles, landscaping, parking lot, and stormwater collection and conveyance. The proposal for this development is to demolish almost the entire site and construct two new buildings with associated drive aisles, parking lot, landscaping, and water quality facilities, all in accordance with City of Tukwila standards. Under existing conditions, there is approximately 2.63 acres of impervious surface with 0.58 acre of till grass and 0.23 acre of ballast and exposed earth. Under proposed conditions, there will be 2.43 acres of impervious surface with 0.78 acre of till grass and 0.23 acre of ballast and exposed earth. The proposal is to construct a water quality vault near the south end of the site and discharge to the existing pipe conveyance system along Andover Park East. 13237.001.doc FIGURE 1 TIR WORKSHEET King County Department of Development and Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner Reit Management & Research, LLC Address 617 Industry Drive Phone Tukwila, WA 98188 Project Engineer Ali Sadr Company Barghausen Consulting Engineers, Inc. Address /Phone 18215 — 72nd Avenue South Kent, WA 98032 / (425) 251 -6222 Part 3 TYPE OF PERMIT APPLICATION ❑ Subdivision HPA ❑ Short Subdivision ❑ Grading ❑ Commercial ❑ Other Part 2 PROJECT LOCATION AND DESCRIPTION Project Name Diamond Head Storage Location Township 23N Range 4E Section 25 & 25 Part 4 OTHER REVIEWS AND PERMITS ❑ DFW HPA ❑ COE 404 ❑ DOE Dam Safety ❑ FEMA Floodplain ❑ COE Wetlands ❑ Shoreline Management ❑ Rockery ® Structural Vaults ❑ Other Part 5 SITE COMMUNITY AND DRAINAGE BASIN Community Tukwila Drainage Basin Green River Part 6 SITE CHARACTERISTICS ❑ River ❑ Stream ❑ Critical Stream Reach ❑ Depressions /Swales ❑ Lake ❑ Steep Slopes ❑ Floodplain ❑ Wetlands ❑ Seeps /Springs ❑ High Groundwater Table ❑ Groundwater Recharge ❑ Other -1- 13237.003.doc Part 7 SOILS Soil Type Urban Land Slopes Additional Sheets Attached Erosion Potential Erosive Velocities Part 8 DEVELOPMENT LIMITATIONS REFERENCE 0 0 0 ❑ Additional Sheets Attached LIMITATION /SITE CONSTRAINT Part 9 ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Sedimentation Facilities Stabilized Construction Entrance Perimeter Runoff Control Clearing and Grading Restrictions Cover Practices Construction Sequence Other MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION ® Stabilize Exposed Surface ® Remove and Restore Temporary ESC Facilities ® Clean and Remove All Silt and Debris ▪ Ensure Operation of Permanent Facilities ❑ Flag Limits of SAO and Open Space Preservation Areas ❑ Other Part 10 SURFACE WATER SYSTEM ❑ Grass Lined Channel ❑ Tank Pipe System Open Channel Dry Pond Wet Pond Vault Energy Dissipater Wetland Stream Infiltration Depression Flow Dispersal Waiver Regional Detention Method of Analysis Basic wetpond per KCSWDM Compensation/Mitigation of Eliminated Site Storage Brief Description of System Operation Catch basin collection to pipe conveyance to wet vault to discharge off -site. Facility Related Site Limitations Reference Facility Limitation -2- t 3237.003.doc Part 11 STRUCTURAL ANALYSIS ❑ Cast in Place Vault ❑ Retaining Wall ❑ Rockery > 4' High ❑ Structural on Steep Slope ❑ Other Part 12 EASEMENTS/TRACTS ❑ Drainage Easement ❑ Access Easement ❑ Native Growth Protection Easement ❑ Tract ❑ Other Part 13 SIGNATURE OF PROFESSIONAL ENGINEER I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. Signed /Dated -3- 13237.003.doc FIGURE 2 VICINITY MAP REFERENCE: Thomas Guide (2006) Scale: Horizontal: N.T.S. Vertical: N/A 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251-8782 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES For: ANDOVER SELF STORAGE TUKWILA, WASHINGTON Job Number 13237 Title: VICINITY MAP N DATE: 01/31/08 P:113000s1132371exhibit113237 vicinity map.cdr FIGURE 3 DRAINAGE BASINS, SUBBASINS, AND SITE CHARACTERISTICS A- 69'56'15' R- 50.00' 1 =78.49' TRANSFORMER SIGNAL J800 �j CAZ 6/581 .TRW. PARK NO. 5. AS PER PLAT j� WBfART WMKYE Po6.19.05 2 AND 23, RECORDS OF KING 661.m.79 E 12' ADS 5 -17.61 SCRIBED LINE: E 10' CONC N.8.64 E 8' CONC 049.19.65 E 10' CONC 5.8.64 VD LOT 7: E 8' CO71C (.9.161_ E 6' CONC SE.9.33 E 6' CONC 9E.9.41 011 0 21 4 , ANNA C RADIUS AKA CATCH BASIN OF 05'21'43', AN ARC DISTANCE `4�6 IE 8' CONC 49.9.34 RN -19.08 WD UNE: 6• E 12' DI 11.17.31 TO THE EAST BOUNDARY OF SAID 11 H�, v 7'l E 18' 01 W.19.31 It 15' 0060 5.17.15 510NAL JBOK KING, STATE OF WASHINGTON. TOTAL STATION. AND '905 iH F io NOTES WAS :TANCE. AND VERTICAL ROPERIY FINES. AND A 'LIETZ 6 -2A' AUTOMATIC THE EIEVAIION OF :U10171G DATA MEETS OR RY SURVEYS AS SET FORTH ENGINEERS. INC. CONDUCTED :ITED AT THAT TLUE. HEARING'S (NAD81/93) AND OOT MONUMENT ID 7.L-` JATIONS (NGVD29) .k" " IGVD 29. 0GS POINT 6254 (44 e- 42'15'55' Q R- 216.3r • /9Q 1=159.61 ORPORATION COMMITMENT N0. �C .M.) WAS REUEO UPON FOR .G/ NTS. PLEASE REFER TO THAT 10 FINANCIAL MATTERS 0 20 71 4800 0 . 20 40 cARZ B• ' ANDOVER INDUSTRIAL' E"12°C° PARK N0.5 IE 12" IE 12' 00010 5.17.08 ft 12' CONC (.17.66 3 VOL. 83, PG 22 -23 I CONC CATCH 0.17.08 CA1C11 0..1561 619.20.68 E 12' CONC 6.1661 IE 15' CONC 0.18 33 I E 8' ADS E -17.55 CATCH 84591 R81.20.34 E 12' CONC N.17.34 CATCH BASIN CATCH 8450 E 15' CONC 6.17.14 661.20.26 919.20.59 0 12' COHC 5.17.29 E 12' CONC 5.1734 E 6' ADS 6.78.69 E 12' COBC 6 -1756 44 „11 _ ..yet . m T... 914 rjrrvs 2 MD 1 -3/4' BRASS 056 9/PUNCH ON YON N CASE YAIRK7l( / SI LUY14460 mP) E 8' CONC 0.10.40 / 1809 E 8' CONC 6.10.30 m E 8' CONIC 11.10.61 / BE E 6' CONC 5.10.49 / FWD 1 -34' BRASS OIK 4/PUNCH ON 601 IN CASE CATCH BASIN 8911420.21 E 76' CONC (.16.87 E 18' CONC W.19A3 CATCH. BASW 664.19.81 E 15' CONC (.16.61 80 E 28' CONC 5.1826 E' 18' CONC 6.18.66 E 72' CONC 74.16.31 TEL MAOWLE(TMH) MD 1 -3/4' BRASS 01511 . /PUNCH ON YON II CASE CATCH BASIN 919.21.37 IE NO MEASUREMENTS SANRARY MANHOLE 9866.21.46 E 10' CONS 8.9.59 E 10' CONC 5.9.66 E 6' CONC 0.9,94 E6' CONC 49.7086 FIRE DEPARTMENT STANDPIPE e- 47'37'38' R =276.37' WATER MARKER POST 1- 229.73' WATER MANHOLE a-§ MD 1 -3/4' CRASS D50 ./PUNCH ON 6609 87 'CASE A.43'425'50' 6- 138.69' 1- 604.36' OmCE WARM5 ENO 1 -3/4' BRASS 015K ./PUNCH ON YON IN CASE ��RSSA9� MR= ISE55=22SM.M SCALE: -4z.4.0. ` 1 "7-9A qicl AND VALVE -4- C 6 LIE 1 -- TDIDIDNE UNXRAOUND - -- POLAR WEER8 UHD ma 111111 SOW 69.22.15 E 28' CONT 8.15.75 E 28' CONS 5.15.75 E 12' CONC 0417.53 POWER V6AT SANITARY MANHOLE 189.22.19 IE 10' CONC 11.10.37 E 10' COLIC 1.10.44 E 8' CONC 6.71.26 E 8' CONC (.10.94 1 YARD ORAN 1 IRENCh DRAW ® EL RISFA. �•' 1 15' warn EASEMENT TR 0AIAL1' V VOL 83 PAGES 22 -23 76 ,y 914 16' SIDEWALK &MOM 1rPJJb4 UI REC. N0. 9703130932 'iA 071577/0 WA01110 cu ' 1 , loco RID 1 -3/4' BRASS 056 ./PUNISH ON MON W CASE IY 1E. 1. gliaSWINIE$T CORNIER 1.01 7 _P( S88' 12'32"0 339.74' TRANSFORMER 890921.43' 8.216.37 POSFI L.20.25' GATE POST POWER MEED1 E%5T010 802,0510 L e- ro1'is' R.410.28' 1- 50.27' RAILROAD 911100 STAND 5. PL AF Pi or (0 6. GF AR RE AF 7. PL AR a: AF (D IN 40 RE (0 AA RE NC 9. PU AP AR RE AF. GO PR PU AR RE (01 RE RN SH ® PM PA 27' RAM= FASEYDR WA VOL 62 was 22-23 (01 REC. NM 7303010525 (51 12. CATCH BASCI 849.27039 E 6' PVC 9.20.59 E 6' PVC 5 -26.47 IE 4' PVC 9.20.64 - -2.6.3_ AC IMPFRVe0u5 0.53 AG. TILL GRASS 0.23 AG. EXPOSED EAR111 3.44 It-c. 1DTAt. UN AN 01. 61. (CI (6( 13. ME 191 A) CO PM 9). INN C) OF -PM 011 0) PM PM 1M E) PM Pu LO( ON - - 'tRvIOu s t GRASS POSED EARTH ?t'A-L CATCH BASIN RIM =19.25 IE 12" ADS S =17 61 IE 8" CONC NW =1965 CATCH BASIN RIM =19.08 IE 12" DI N =1731 IE 18" 01 W =19.31 E 15" CONC S =17.15 4=89'56'15" R= 50.00' L=78.49' CATCH BASIN RIM =20.98 IE 12" CONC S =16.93 IE 12" CONC N =1708 IE 12" CONC E =37.08 4' FND 1 -34" BRASS DISK w /PUNCH ON MON IN CASE CATCH BASIN R1M =19 81 IE 15" CONC E =16.61 lE 24" CONC S =16.26 IE 18" CONC W =16.66 IE 12" CONC N =1631 3 CATCH BASIN RIM =20.66 IE 12" CONC N =16.61 IE 15" CONC S =1633 IE 8" ADS E =17.55 CATCH BASIN RIM =20 59 IE 8" ADS W =18.69 CATCH BASIN RIM =20 34 IE 12" CONC N =1734 IE 15" CONC W=17 14 IE 12" CONC S =1729 CATCH BASIN RIM =20.26 IE 12" CONC S =17.34 IE 12" CONC 9= 17.561 FND 1 -3/4" BRASS DISK w /PUNCH ON MON IN CASE 2 4= 43'06'50" L= 104.36' o, / FN FND 1 -3/4" BRASS DISK J / w /PUNCH ON M0N IN CASE - 47'37'38" 15' UTILITY EASEMENT 276,37' VOL. 83 PAGES 22 -23 & L 9.73' 15' SIDEWALK EASEMENT REC. NO. 9703130932 (�` FND 1 -3/4" BRASS DISK PGj w /PUNCH ON MON ill CASE 4=42'15'55" Q R= 216.37' Q L =159 61' SDMN RIM =22.15 r CONC 9 =15.75 1" CONC S =15.75 r CONC 8 =17.53 1wl PROPOSED BUILDING FF =23.0 LOT 7 AFN 022340007 Po4 -21.5 1E -17.26 24 b 1 j NEW G8, T1P6 2 -54 1 50110 LOCKING 330 ovER.EK. Hai 1 11'1 901 (F10.D 9FAhM PROP;OSQD BUILDING: FF=23.0 1 ti ep 27' RAILROAD EASEMENT VOL. 83 PACES 22 -23 -NEC NO 7303010525 -" HEDGE AILROAD FROG RAILROAD SW1TC • REFERENCE: USDA Soil Conservation Service Scale: Horizontal: N.T.S. Vertical: N/A 1 GHAV•� m �•" i Z O <r'kg anew* P:11300081132371exhibiri13237 soils map.cdr 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES For ANDOVER SELF STORAGE TUKWILA, WASHINGTON Job Number 13237 Title: SOILS MAP t N DATE; 01/31/08 REFERENCE: The first capital letter Is the initial one of the soil name. A second capital letter, A, 8, C, 0, E, or F, indicates the class of slope. Symbols without a slept, letter ore those of nearly level soils. SYMBOL Ago AOC AgD AkF AmB AmC An NAME Alderwood gravelly Bondy loam, 0 Iv 6 percent slopes Alderwood gravelly sandy loam, 6 to 15 percent slopes Alderwood gravelly sandy loom, 15 to 30 percent slopes Alderwood and Kirsop soils, very steep Arents, Alderwood material, 0 to 6 percent slopes* Arents, Aldnrwnod material, 6 to 15 rewrote slerwn e Arents, Everett material• Bra(' Reauslto grnvally candy loom, 6 to 15 percent eloper. 11 1) Reausite gravelly sandy loam, 15 to 30 percent slopes FfeF 8eevoite yoerily -sandy loom, 40 to-75 percenr.slopns �y >.w.pr,�Bellirighomilit. loo_ m Y" 4,, f..^.• ri."!. F]v:til8i;:*rK.i�."r.::;�,iTp+y • Br Brix or silt loam Bu Buckley slit loam Ch Cnostnl Beaches Ea Ed Ev8 • EvC EvD EwC InA InC InO KpB KpC KDD Kg; Ms Mixed alluvial land Earlmant silt loam EdOowtck fine sandy loom Everett gravelly sandy loom, 010 5 percent slopes Everett gravelly sandy loam, 5 to 15 percent elopes Eevtslt gravelly sandy lone, 1510 30 person) slopes Everett- Alderwood gravelly sandy loamy, 6 to 15 percent slopes Indionolo loamy fine sand, 0 to 4 percent slopes Indionolo loamy fin. Bond, 4 to 15 percent slopes Indianola loamy fine sand, 15 to 30 percent slopes Kitsap silt loom, 2 to 8 percent slopes Kitsap silt loom, 8 to 15 percent slopes Kitsap silt loam, 15 to 30 percent slopes Klaus gravelly loamy sand, 6 to 15 percent slopes NeC Ng Nk No • Nellton very gravelly loamy sand, 2 to 15 percent slopes Newberg silt loam Nonksnck silt loam Nome sandy loam Or Oreos peen Os 'Oridio 5111 loam OvC Ovall gravelly loam, 0 to 15 percent slopes OA) oval) gravelly loom, 15 to 25 percent slopes OvF Ovoll gravelly loom, 40 to 75 percent slopes Pc Pilchuck loamy fine sand Pk Pilchuck fine sandy loom Pu Puget silty clay loam Py Puyallup fine sandy loom RoC RoD RdC RdE Re Rh Roarer fine sandy loom, 6 to 15 percent slopes Rognar Inc f sandy loom, 15 to 25 percent slopes Ragnnr-Indinnnla association, sloping • Ragnor•Indtonolo ossociation, moderately steep • Renton silt loom RIverwosh So Solal sill loam Sh $ammamlah silt loam Sk Seattle muck San Shaker muck Sn Si silt loam 5o Snohomish silt loom Sr Snohomish silt loam, thick surface variant Su Sultan sill loom Tu Tukwila muck Ur Urban land Wo Woodinville silt loam • The composition of these units is more variable Than that of the others in the area, but N hos been controlled well enough to interpret for the expected vs• of the soils. USDA Soil Conservation Service Scale: Horizontal: N.T.S. Vertical: N/A GHA 18215 72ND AVENUE SOUTH KENT, WA 98032 2 (425) 251 -6222 (425) 251 -8782 s `fir ~Q p tirra01 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES For: ANDOVER SELF STORAGE TUKWILA, WASHINGTON Job Number 13237 Title: SOILS MAP LEGEND DATE. 01/31/08 P :113000s1132371exhibit113237 soils map legend.cdr Boundary, outiunul Store County, Parish, munieipiu Civil tuwnnhip, prcr.inrt, town-, horrin Incorporated city, vllinge, anon, hamlet Reservation, nottnnnl or !ante' _ SmoII Lark, cemetery, oirport, etc Lnnd grant Ttwvnshl,or rangeifllne Unttevf Stoats land •Township ar range Ilne, approximate location Section line, United Stores land svrvoy Section line, approximate location Township line, not United Stores lond survey Section line, not United States lend survey Section corner, found and irijicuteJ 'F Boundary monument: lend grunt and arbor ......... .... United States mineral nr Inrntinn mnn,ment Hard surface, heavy duty rood, four or more lanes Hord . rfncc, heavy duty road, two or three Iona: Hard stefnre, medium dory road, four or more tones _ Hard surface, medium duty rood, two QC throe lone Improved Tight duty rood Unimproved dirt rued and rruil Buildings (dwelling, place of employment, etc.) School, church, end cemetery Buildings (barn, warehouse, etc.) .tl1,tl�:W ilia•-, Cerra 0 -1 j/ Pvwnr rrwtamissiun line Telephone line, pipeline, etc. (labeled as to type) Wells mbar than wutcr (labeled us to type) -funks; nil, water, etc. (labeled as to type) Located or Inndmnrk object; windmill Horizontal and vertical control srotion: Tablet, spirit level elevation Other recoverable murk, spirit Ivvul elevation Horizontal control station: toblet, vertical unyly iIvvutfun Any rocoveroblo mark, vertical (IngIt/ ur clwckeJ vluvutwn Vertical control srotion: tablet, ;pmt level cicvntinn Other recoverable mark, spirit level elevation Checked spot elevation Unchecked spot elevorion um) mitts REFERENCE: USDA Soil Conservation Service 0Oil 0Gas • • • '% Water 0. >y BMA 3899 A3938 VAAMA2914 A5675 OM x 945 X 890 5923 870 211111Oi=s 00 Dual highwoy, JiviJrny strip 25 fuel or less Oval highway, dividiny ,trip exceeding 25 feet Road under construction Ruihuut, suryle (tuck and multiple track Ruilnrud:. in juxtaponitinn Narrow gage, single track and multiple truck Railroad in '.tree, and online Bridge, rood and rnilrood Drawbridge, rood and railroad Footbridge Tunnel, loud wed railroad 0verpuss and undetpuss In:purtunt Small masonry or enrth dam Dam with lock Dom with road (_anal with lock C -0---)s et xi a (-t' t II I II„II 1 Poronniol ,trooms Intermittent streams Pereonial luku ur putxl Intunnincnl luku ur pund Di,uppuuring Stream Aqueduct tunnnl Water well and spring Mur-,h (swamp) Soil boundary and symbol Esenrpmenr other than bedrock Nit, mine, nr quarry _ter_ — t— e rt. ►nrrtnrttmn Scale: Horizontal.• N.T.S. Vertical: WA 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES For: ANDOVER SELF STORAGE TUKWILA, WASHINGTON Job Number 13237 Title: SOILS CONVENTIONAL SIGNS DATE: 01/31/08 P t13000s1132371exhibit11323T soils conventional signs.cdr 2.0 CONDITIONS AND REQUIREMENTS SUMMARY 2.0 CONDITIONS AND REQUIREMENTS SUMMARY 2.1 Analysis of the Eight Core Requirements: Core Requirement No. 1: Discharge at Natural Location. Response: This project will discharge to the right -of -way of Andover Park East, which it does under existing conditions. Core Requirement No. 2: Off -Site Analysis. Response: No off -site analysis will be performed for this project site since this downstream drainage course is well- documented by the City of Tukwila as runoff courses in a large- diameter pipe conveyance system in Andover Park East in a southerly direction. The City is well aware of the location of discharge from this project site. Core Requirement No. 3: Flow Control. Response: The City of Tukwila has already indicated that detention is not needed for this project. Also, since the project does not propose more than 5,000 square feet of new impervious surface flow control is not required. Core Requirement No. 4: Conveyance System. Response: The conveyance system for this project site will be sized based on the Modified Rational Method as delineated in the 1998 King County, Washington Surface Water Design Manual (KCWSWDM) as adopted by the City of Tukwila such that the 100 -year storm will be conveyed without overtopping any catch basins and utilizing a 6.3- minute initial time of concentration and Manning's "n" value of 0.014. Core Requirement No. 5: Erosion and Sediment Control Response: All erosion and sediment control measures for this project will be instituted based on Appendix D of the KCWSWDM such that clearing limits will be specified, cover measures will be instituted, perimeter protection will be provided in the form of silt fences, and on -site sediment retention will be provided in the form of a sediment pond. Core Requirement No. 6: Maintenance and Operations. Response: This project will conform to all maintenance and operations requirements of the City of Tukwila for projects of this nature. Core Requirement No. 7: Financial Guarantees and Liability. Response: This project will conform to all financial guarantees and liability requirements of the City of Tukwila for projects of this nature. Core Requirement No. 8: Water Quality. Response: The City has indicated that Basic Water Quality will be the required means of treating runoff from the project site. This project is proposing to use a wet vault to treat runoff from the entire site. 13237.001.doc 2.2 Analysis of the Five Special Requirements Special Requirement No. 1: Other Adopted Area - Specific Requirements. Response: This project is not part of a critical drainage area or within an area covered by a Master Drainage Plan, a Basin Plan, a Lake Management Plan, or Shared Facility Drainage Plan; therefore, this requirement does not apply. Special Requirement No. 2: Development Within a Floodplain or Floodway. Response: The Green River is in the vicinity of the proposed project but it is not adjacent to the property. The 100 -year flood of the Green River is contained within the banks of the Green River; therefore, this project site will not be impacted by the 100 -year floodplain of the Green River. Special Requirement No. 3: Flood Protection Facilities. Response: This project site is not adjacent to a Class I or II Stream; therefore, this requirement does not apply. Special Requirement No. 4: Source Control. Response: This project site will conform with all source control requirements as delineated in the Stormwater Pollution Control Manual and King County Code, Section 9.12, such that trash enclosures will be covered, the parking lot will be swept regularly, and the property owner will be educated about the use of fertilizers and pesticides. Special Requirement No. S.• Oil Control. Response: This project site is not a high -use site nor is it a redevelopment project proposing $100,000 or more of improvements to an existing high -use site; therefore, this requirement does not apply. 13237.001.doc 3.0 OFF -SITE ANALYSIS 13237.001.doc 1 R t• F r 1 RAND CO Gov't. 4.18.A GEORGE FORSYTH 7.L. /D )0) 116 At. 0 "1c AL n,ry P 1, P. ; i +.0 1LSAc. j Gov't Lot 5 23.65 ,Acres (496) I.. • (129.8) 1496) 497) PUGET WESTERN INC. 22 AC. 497) 497)— ... . (1299) 1201AL :437) (437) r.L.r• 6011 (492) (490) (825)• (493) PI +DU (919) NC M'f: 'CRN { all mooriRMCr • , REFERENCE: City of Tukwila PUGET WESTERN INC, 71 SA Ar Scale: Horizontal.: N.T.S. Vertical: N/A 1821572ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES For: ANDOVER SELF STORAGE TUKWILA, WASHINGTON Job Number 13237 Title: DOWNSTREAM ANALYSIS. MAP DATE: 02/04/08 P :113000s1132371exhibit113237 downstream analysis.cdr � spros ,y E� ti 1; � rrr ® I i� �� ai �J •Q r$ t`s fyri�' it /) J a� - o 0: �s �4C �� 6.��z' li.�ra.F�;�I `t�- `s�e3�J' �; .:• / ?; 4tl!1� : \9'�,�� .,�!�''�'o'� i�fn;'^;4 °,� ( !y get y' AVMS/b Y REFERENCE: Washington USGS Topographic Software Scale: Horizontal: N.T.S. Vertical: N/A 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES For: ANDOVER SELF STORAGE TUKWILA, WASHINGTON Job Number 13237 Title: TOPOGRAPHIC MAP DATE: 02/01/08 P :113000s1132371exhibit113237 topo map.cdr ZONE X BOULEVARD rILA CORPORATE DRIVE NORTH CORPORATE DRIVE SOUTH REFERENCE: FEMA South Center Pump Station T'TTVWTTT A Scale: Horizontal: N.T.S. Vertical: N/A 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES For: ANDOVER SELF STORAGE TUKWILA, WASHINGTON Title: FEMA MAP Job Number 13237 N DATE:02/1 /08, P:113000s1132371exhibit113237 fame map.cdr NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP KING. COUNTY, WASHINGTON AND INCORPORATED AREAS PANEL 959 OF .1725 (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: COMMUNITY SEATAC, CITY OF. TUKWILA, CITY OF NUMBER PANEL SUFFIX 530320 530091 0959 F 0959 F MAP NUMBER 53033C0959 F MAP REVISED: MAY 16,1995 Federal Emergency Management Agency REFERENCE: FEMA NATIONAL FLOOD INSURANCE PROGRAM FIRM. FLOOD INSURANCE RATE MAP KING COUNTY, WASHINGTON AND INCORPORATED AREAS PANEL 978 OF 1725 (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: COMMUNITY KENT, STY OF RENTON, CITY OF TUKWILA, CITY OF NUMBER PANEL SUFFIX ' 530080 0978 F 530088 0978 F 530091 0978 F MAP NUMBER 53033C0978 . F MAP REVISED: MAY 16,1995 Federal Emergency Management Agency Scale: Horizontal: N.T.S. Vertical: NIA 18215 72ND AVENUE SOUTH KENT, WA 98032 2 (425) 251 -6222 (425) 251 -8782 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES For: ANDOVER SELF STORAGE TUKWILA, WASHINGTON Job Number 13237 Title: FEMA PANELS DATE: 02/04/08 • 4a Irmo P ::113000s113237Iexhibit113237 rema panels.cdr SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100 -YEAR FLOOD ZONE A ZONE AE ZONE AH ZONE AO ZONE A99 No base flood elevations determined. Base flood elevations determined. Flond depths of 1 to 3 feet ( usualy areas of pending); base flood elevations determined. Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain); average depths determined. For areas of alluvial fan flooding, velocities also determined. To be protected from 100 -year good by Federal flood protection system under construction; no base elevations determined. ZONE V Coastal flood wide velocity hazard (wave action); no base flood elevations determined. ZONE VE Coastal flood with velocity hazard (wave • action); base flood elevations determined. FLOODWAY AREAS IN ZONE AE OTHER FLOOD AREAS ZONE X Areas of S00 -year flood; areas of 100 -year flood with average depths of Tess than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 100 -year .flood. OTHER AREAS ZONE X Areas determined to be outside 500 -year floodplafn. ZONE D Areas in which flood hazards are undetermined. UNDEVELOPED COASTAL BARRIERS F. .\\1 Identified Identified Otherwise 1983 1990 Protected Areas Coastal barter areas are normally located within or adjacent to Special Rood Hazard Areas. `1 513^^^^^^ (EL 987) RM7 X • M2 97007'30 ".32°22'30" REFERENCE: FEMA Flood Boundary Floodway Boundary Zone D Boundary Boundary Dividing Special Flood Hazard Zones. and Boundary Dividing Areas of Different Coastal Base Flood Elevations Within Special Flood Hazard Zones. Base Flood Elevation Une; Elevation in Feet. See Map Index for Elevation Datum. Cross Section Line Base Rood Elevation In Feet Where Uniform Within Zone. See Map Index for Elevation Datum. Elevation Reference Mark River Mile Horizontal Coordinates Based on North American Datum of 1927 (NAD 27) Projection. This map is for use in administering the National Flood Insurance Program; It does not necessarily identify all areas subject to flooding, particularly from local drainage sources of small size. or all planimetric features outside Special Flood Hazard Areas. Coastal base flood elevations apply only landward of 0.0 NGVD. and include the effects of wave action; these elevations may also differ significantly from those developed by the National Weather Service for hurricane evacuation planning. Areas of Special Flood Hazard (100 -year flood) include Zones A. AE. AH, AO, A99, V, and VE. Certain . areas not in Special Flood Hazard Areas may be protected by flood control structures. Boundaries of the floodways were computed at cross sections and interpolated between cross sections. The fioodways were based on hydraulic considerations with regard to requirements of the Federal Emergency Management Agency. Floodway widths in some areas may be too narrow to show to scale. Floodway widths are provided in the Flood Insurance Study Report. This map may incorporate approximate boundaries of Coastal Barrier Resource System Units and /or Otherwise Protected Areas established under the Coastal Barrier Improvement Act of 1990 (PL 101 - 691). Corporate limits shown are current as of the date of this map. The user • should contact appropriate community officials to determine if corporate limits have changed subsequent to the issuance of this map. For community map revision history prior to countywide mapping. see Section 8.0 of the Flood Insurance Study Report. For adjoining map panels and base map source see separately primed Map Index. MAP REPOSITORY Refer to Repository Listing on Map Index EFFECTIVE DATE OF COUNTYWIDE FLOOD INSURANCE. RATE MAP: SEPTEMBER 29.1989 EFFECTIVE DATE(S) OF REVISION(S) TO THIS PANEL: Revised May 18.1995 to update map format. To determine if flood insurance is available. contact an insurance agent or call the National Flood Insurance Program at (800) 838 -6620. APPROXIMATE SCALE IN FEET 500 0 500 Scale: Horizontal: N.T.S. Vertical :: N/A 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 CIVIL ENGINEERING, LAND PLANNING, SURVEYING. ENVIRONMENTAL SERVICES For: ANDOVER SELF STORAGE TUKWILA, WASHINGTON Job Number 13237 Title: FEMA LEGEND DATE: 02/04/08 P: 113000s1132371exhibiHi3237.fema legend.cdr 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN A. Existing Site Hydrology This site is entirely developed under existing conditions. The site existed as three buildings within Andover Industrial Park. The entire site was graded, cleared, and landscaped with appropriate drive aisles, parking, and catch basin pipe conveyance facilities previously designed to the City of Tukwila standards. B. Developed Site Hydrology Under developed conditions, the water quality system will collect runoff and treat it to City of Tukwila standards. The system was modeled as an existing condition with 2.63 acres of impervious surface and 0.58 acre of till grass, with a developed condition of 2.43 acres of impervious surface and 0.78 acre of till grass. C. Performance Standards The conveyance system design standard is to convey the entire 100 -year storm within the pipes and catch basins based on the Rational method. The water quality treatment followed for this project site was the Basic Water Quality menu, of which we are proposing a wet vault. D. Flow Control The City of Tukwila has indicated that detention is not needed for this project. E. Water Quality System Once again, a wet vault will be used to treat runoff from this site. The location of the vault is shown on the following pages of this report. Sizing calculations of the wet vault meet the Basic Water Quality Menu of the 1998 KCWSWDM as adopted by the City of Tukwila. 13237.001.doc WATER QUALITY SIZING CRITERIA Existing Conditions: Impervious = 2.63 acres Till Grass = 0.58 acre Total = 3.21 acres Proposed Conditions: Roof = 1.41 acres Asphalt = 1.02 acres Till Grass = 0.78 acre Total = 3.21 acres 13237.001.doc Vr Vr Vb SIZE THE BASIC WATER QUALITY WET VAULT [0.9 A; + 0.25 Atg] (0.039) [(0.9)(1.02) + (0.25)(0.78)] (0.039)(43,560) 1,891 cf (3)(V,) = (3)(1,891) = 5,672 cf required Wet vault dimension 50ftX20ftX7ft Volume provided = 6,000 cf 13237.001.doc 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN The conveyance system for this project site has been sized to convey the 100 -year event based on the Modified Rational Method as adopted by the City of Tukwila and delineated further in the 1998 KCWSWDM, which requires an initial time of concentration of 6.3 minutes and a Manning's "n" value of 0.014. Please refer to the following pages of this document for the pipe conveyance basin map and pipe conveyance calculations. 13237.001.doc • • JOB NAME: DIAMOND HEAD STORAGE JOBS: 13237 REVISED: A= Contributing Area (Ac) G= Runoff Coefficient Tc= Time of Concentration (min) 1= Intensity at Tc (in /hr) d= Diameter of Pipe (in) L= Length of Pipe (ft) 0= Water Depth at Dd (in) 1323, , xls BARGHAUSEN CONSULTING ENGINEERS - PIPE FLOW CALCULATOR using the Rational Method 8 Manning Formula KING COUNTY DESIGN FOR 100 YEAR STORM NOTE: ENTER DEFAULTS AND STORM DATA BEFORE BEGINNING DEFAULTS C= 0.9 n= 0.014 5= 12 Tc= 6.3 Dd= Design Flow (cfs) Of= Full Capacity Flow (cfs) Vd= Velocity at Design Flow (fps) Vf= Velocity at Full Flow (fps) s= Slope of pipe (%) n= Manning Roughness Coefficient Tt= Travel Time at Vd (min) FROM TO A L d Tc n C CB #1 CB #1 0.10 0.40 83 CB #2 CB #3 0.16 0.40 100 CB #3 GB #4 0.07 0.40 70 CB #4 CB #5 0.07 0.40 113 CB #5 CB #6 0.29 0.40 117 CB #6 VAULT 0.20 0.40 10 COEFFICIENTS FOR THE RATIONAL METHOD "Ir "- EQUATION SUM A STORM Ar Br 2YR 1.58 0.58 10YR 2.44 0.64 25YR 2.66 0.65 50YR 235 0.65 100YR 2.61 0.63 AT PRECIP= 3.95 Ar= 2.61 Br= 0.63 SUM A'C I Oct Qf QdIQf D/d 0 Vf Vd 12 6.3 0.014 0.9 12 7.0 0.014 0.9 12 7.8 0.014 0.9 12 9.6 0.014 0.9 12 9.9 0.014 0.9 12 10.7 0.014 0.9 0.1 0.159 0.0706 0.073 0.2937 0.199 0.09 0.14 0.06 0.07 0.26 0.18 Tt 0.09 3.23 0.29 2.09 0.139 0.251 3.02 2.67 1.86 0.14 3.01 0.43 2.09 0.206 0.305 3.66 2.67 2.09 0.06 2.82 0.18 2.09 0.086 0.196 2.35 2.67 1.52 0.07 2.66 0.17 2.09 0.083 0.193 2.32 2.67 1.52 0.26 2.44 0.64 2.09 0.308 0.379 4.54 2.67 2.34 0.18 2.32 0.42 2.09 0.198 0.299 3.59 2.67 2.06 Page 1 0.74 0.80 0.77 1,24 0.83 0.08 Q A=42'15'55" 15'55" Q R= 216.37' CATCH BASIN RIM =19.25 IE 12" ADS S =17.61 IE 8" CONC NW =19.65 CATCH BASIN RIM =19.08 18 12" DI N =17.31 IE 18" DI W =1931 IE 15" CONC S =17.15 A= 89'56' 15" R= 50.00' L =78 49' ' CATCH BASIN RIM =20.98 IE 12" CONC IE 12" CONC IE 12" CONC S =16.93 N=1708 E =17 08 3 CATCH BASIN R1M =20.66 IE 12" CONC N =16.61 IE 15" CONC S =16.33 IE 8" ADS E =17.55 CATCH BASIN RIM=20 59 IE 8" ADS W =18.69 CATCH BASIN RIM =20.34 IE 12' CONC N =17.34 IE 15" CONC W =17.14 IE 12" CONC S =17.29 CATCH BASIN RIM =20 26 IE 12" CONC S =17.34 IE 12" CONC N =17.56 FND 1 -3/4" BRASS DISK w /PUNCH ON MON IN CASE WM PAS I 4= 43'06'50" �R= 138.69' L =104.36' / A M FND 1 -34" BRASS DISK w /PUNCH ON MON IN CASE CATCH BASIN RIM =19.81 IE 15" CONC E -16.61 IE 24" CONC S =16.26 IE 18" CONC W =16.66 IE 12' CONC N =16.31 FND 1 -3/4" BRASS DISK w /FINCH ON MON IN CASE A= 47'37'38" 15' UTILITY EASEMENT R= 276.37' VOL. 83 PAGES 22 -23 & L= 229.73' 15' SIDEWALK EASEMENT REC. N0. 9703130932 A FND 1 -3/4" BRASS DISK PGj w /PUNCH ON MON IN CASE L= 159.61' iIEe18.00i 0 SDMH RIM =22.15 24" CONC N =15.75 24" CONC S =15.75 12" CONC E =17.53 ry0 A 27 RAILROAD EASEMENT VOL. 83 PAGES 22 -23 REC. N0. 7303010525 HEDGE LROAD FROG RAILROAD SW 6.0 SPECIAL REPORTS AND STUDIES 6.0 SPECIAL REPORTS AND STUDIES 13237.001.doc 7.0 OTHER PERMITS 7.0 OTHER PERMITS Other permits required for this project site include: • Side Sewer Connection Permit • Water Connection Permit • Building Permit • Clear and Grade Permit • Site Development Permit • Right -of -Way Use Permit 13237.001.doc 8.0 ESC ANALYSIS AND DESIGN 8.0 ESC ANALYSIS AND DESIGN The erosion and sedimentation control facilities for this project have been sized based on Appendix D of the KCWSWDM. Sediment retention will be maintained on site such that no sediment laden rainwater will be allowed to be discharged from the project site during construction. In addition to the sediment pond, clearing limits will be specified, cover measures will be instituted, perimeter protection will be installed in the form of silt fences, traffic area stabilization will be maintained by a rock construction entrance, and regular street sweeping will occur should sediments be tracked off site. Runoff will be routed through the temporary V- ditches with rock check dams toward the sediment facility. 13237.001.doc 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATIONS OF COVENANT 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT 13237.001.doc 10.0 OPERATIONS AND MAINTENANCE MANUAL 10.0 OPERATIONS AND MAINTENANCE MANUAL 13237.001.doc PRELIMINARY TECHNICAL INFORMATION REPORT Diamond Head Storage SEC — Industry Drive and Andover Park East Tukwila, Washington NOT sivieb By iNtomt, Prepared for: RMR, LLC 617 Industry Drive Tukwila, WA ' 98188 January 30, 2008 Our Job No. 13237 Girt A (t q , ' CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES ✓ _ D, 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX �� 2. BRANCH OFFICES 6 OLYMPIA, WA • TACOMA, WA o SACRAMENTO, CA • TEMECULA, CA O www.barghausen.com • ��M..: • '~C ENG‘' PRELIMINARY TECHNICAL INFORMATION REPORT Diamond Head Storage SEC — Industry Drive and Andover Park East Tukwila, Washington GOAV • CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES r 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX mZ BRANCH OFFICES • OLYMPIA, WA • TACOMA, WA • SACRAMENTO, CA • TEMECULA, CA u www.barghausen.com • •. ▪ ~t r r -. of • NG ENG‘N Prepared for: RMR, LLC 617 Industry Drive Tukwila, WA 98188 January 30, 2008 Our Job No. 13237 RECEIVED FEB 12 2008 DEVELOPMLNT • TABLE OF CONTENTS 1.0 PROJECT OVERVIEW Figure 1 — TIR Worksheet Figure 2 — Vicinity Map Figure 3 — Drainage Basins, Subbasins, and Site Characteristics Figure 4 — Soils Map 2.0 CONDITIONS AND REQUIREMENTS SUMMARY 2.1 Analysis of the Eight Core Requirements 2.2 Analysis of the Five Special Requirements 3.0 OFF -SITE ANALYSIS 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN A. Existing Site Hydrology B. Developed Site Hydrology C. Performance Standards D. Flow Control System E. Water Quality System • 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 6.0 SPECIAL REPORTS AND STUDIES 7.0 OTHER PERMITS 8.0 ESC ANALYSIS AND DESIGN 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT 10.0 OPERATIONS AND MAINTENANCE MANUAL • 13237.001.doc • • 1.0 PROJECT OVERVIEW • • • • 1.0 PROJECT OVERVIEW The proposed Tukwila Storage is a ± 3.4 -acre site located on the southeast corner of Andover Park East and Industry Drive within the City of Tukwila, Washington. More particularly, the site is located within a portion of the southwest quarter of the northwest quarter of Section 25 and the southeast quarter of the northeast quarter of Section 26, Township 23 North, Range 4 East, Willamette Meridian, City of Tukwila, King County, Washington. Please see the attached Figure 2 — Vicinity Map for the exact location of the project site. Currently, the site is developed with three large buildings, appropriate drive aisles, landscaping, parking lot, and stormwater collection and conveyance. The proposal for this development is to demolish almost the entire site and construct two new buildings with associated drive aisles, parking lot, landscaping, and water quality facilities, all in accordance with City of Tukwila standards. Under existing conditions, there is approximately 2.63 acres of impervious surface with 0.58 acre of till grass and 0.23 acre of ballast and exposed earth. Under proposed conditions, there will be 2.43 acres of impervious surface with 0.78 acre of till grass and 0.23 acre of ballast and exposed earth. The proposal is to construct a water quality vault near the south end of the site and discharge to the existing pipe conveyance system along Andover Park East. 13237.001.doc • FIGURE 1 TIR WORKSHEET • King County Department of Development and Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 _ PROJECT OWNER AND PROJECT ENGINEER - Project Owner Reit Management & Research, LLC Address 617 Industry Drive Phone Tukwila, WA 98188 Project Engineer Ali Sadr Company Barghausen Consulting Engineers, In Address/Phone 18215 — 72nd Avenue South Kent, WA 98032 / (425) 251-6222 -Rad 3 • TYPE OF APPLICATION; • . O Subdivision HPA O Short Subdivision O Grading El Commercial O Other Part 2 '• PROJECT...LOCATION'AND DESCRIPTIONs'4 .." -7 — ^•• Project Name Diamond Head Storage Location Township 23N Range 4E Section 25 & 25 • •partril. ,'OTHER.REVIEWS AND1P.ERMITS. .• • . . . o DFW HPA O COE 404 O DOE Dam Safety O FEMA Floodplain O COE Wetlands O Shoreline Management 0 Rockery El Structural Vaults ID Other ••• 4, • • . - Part 5 SITE COMMUNITY AND DRAINAGE BASIN . • ," • • Community Tukwila Drainage Basin Green River 17tE CHARACTERISTICS tparti6i. " '• 1.;,"si• 4 O River O Stream O Critical Stream Reach O Depressions/Swales O Lake O Steep Slopes • Floodplain O Wetlands O Seeps/Springs O High Groundwater Table O Groundwater Recharge O Other • 13237.003.doc • • ;Part :7 m:.:4+ • • SOILS • Soil Type Urban Land Slopes ❑ Additional Sheets Attached Erosion Potential Erosive Velocities P,artt8 ,t`D.EVELOP,MENT_LIMITATIONS REFERENCE 0 ❑ ❑ Additional Sheets Attached LIMITATION /SITE CONSTRAINT w. F C,REQUIREMENTS ❑ ®❑®®®® MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Sedimentation Facilities Stabilized Construction Entrance Perimeter Runoff Control Clearing and Grading Restrictions Cover Practices Construction Sequence Other MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION ❑ Stabilize Exposed Surface Remove and Restore Temporary ESC Facilities • Clean and Remove All Silt and Debris • Ensure Operation of Permanent Facilities ❑ Flag Limits of SAO and Open Space Preservation Areas ❑ Other 1U SURFACE;WATER SYSTEM a. ❑ Grass Lined Channel ® Pipe System ❑ Open Channel ❑ Dry Pond ❑ Wet Pond ❑ Tank • Vault ❑ Energy Dissipater ❑ Wetland ❑ Stream Brief Description of System Operation Catch basin collection ❑ Infiltration ❑ Depression ❑ Flow Dispersal ❑ Waiver ❑ Regional Detention Method of Analysis Basic wetpond per KCSWDM Compensation /Mitigation of Eliminated Site Storage o pipe conveyance to wet vault to discharge off -site. Facility Related Site Limitations Reference Facility Limitation -2- 13237.003.doc • • artA `STRUGTURAL ANALYSIS. ❑ Cast in Place Vault ❑ Retaining Wall ❑ Rockery > 4' High ❑ Structural on Steep Slope ❑ Other Part02 EASEMENTS/TRACTS ❑ Drainage Easement ❑ Access Easement ❑ Native Growth Protection Easement ❑ Tract ❑ Other ,'"'eel . 1: .: a :e< ;:..- Par.Vt3 "SIGNATURE OF PROFESSIONAL ENGINEER I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. Signed /Dated -3- 13237.003.doc • FIGURE 2 • VICINITY MAP • REFERENCE: Thomas Guide (2006) Scale: Horizonte: N.T.S. Vertical: N/A 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES P :113000s1132371exhibit113237 vicinity map.cdr For: ANDOVER SELF STORAGE TUKWILA, WASHINGTON Job Number 13237 Title: VICINITY MAP N DATE: 01/31/08 • • • FIGURE 3 DRAINAGE BASINS, SUBBASINS, AND SITE CHARACTERISTICS LEGAL DESCRIPTION PARCEL A -1 ALL THAT PORTION LOT 7 OF ANDOVER INDUSTRIAL PARK N0. 5, AS PER PUT RECORDED IN VOLUME 83 OF PUTS, PAGE 22 AND 23, RECORDS OF KING COUNTY, LYING NORTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 7: THENCE NORTH 01'47'28' EAST 149.78 FEET; THENCE NORTHEASTERLY ALONG THE CURVE TO THE RIGHT. HAVING A RADIUS OF 216.37 FEET, THROUGH A CENTRAL ANGLE OF 0621'43', AN ARC DISTANCE OF 20.25 FEET TO THE COMMENCEMENT OF SAID UNE: THENCE SOUTH 88'12'32' EAST 339.74 FEET TO THE EAST BOUNDARY OF SAID LOT 7, WHICH IS THE TERMINUS OF SAID LINE; SITUATE IN THE CITY OF TUKWILA COUNTY OF KING, STATE OF WASHINGTON. SURVEY INFORMATION PROCEDURE / NARRATIVE A FIELD TRAVERSE USING A 'LEICA TCR 703' TOTAL STATION, AND "IDS RANGER' DATA COLLECTOR SUPPLEMENTED WRH FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR. DISTANCE AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY UNES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. A 'UE17 B -2A' AUTOMATIC LEVEL WAS USED TO CHECK AND ESTABUSH THE ELEVATION OF BENCHMARKS AND CONTROL POINTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAG 332 - 130 -090, DATE OF SURVEY FIELD SURVEYS BY BARGHUSEN 'CONSULTING ENGINEERS, INC. CONDUCTED SEPTEMBER, 2007 ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. HORIZONTAL DATUM - BASIS OF BEARINGS (NAD81 /93) THE BASIS OF BEARING FOR THIS SURVEY IS: A UNE BETWEEN WSDOT MONUMENT 10 136 AND WSDOT MONUMENT ID 1384 WERE HELD FOR HORIZONTAL ROTATION MD WSDOT MONUMENT ID 136 WAS HELD FOR POSMON. VERTICAL DATUM - BASIS OF ELEVATIONS (NGVD29) THE VERTICAL DATUM FOR THIS PROJECT IS NGVD 29. NGS POINT N254 WAS HELD FOR ELEVATION BEING 28.51 FEET. NOTE I. LNDAMERICA LAWYERS TITLE INSURANCE CORPORATION COMMITMENT N0. 20058188. (DATED JULY 16. 2004 AT 4;00 P.N.) WAS RELIED UPON FOR TITLE INFORMATION AND SUPPORTING DOCUMENTS. PLEASE REFER TO THAT REPORT FOR FURTHER INFORMATION REGARDING FINANCE. IIAIIFJCS BEYOND THE SCOPE OF THIS SURVEY. LEGEND POITR YMA.1 (PV) V SUM' 11O1116E91 (AS I43110) 0198WRE (URA.) _ YARD LION Isi7.FiR'i'.•°..A�.`ri''}I A796.1 POWER METER (PM) POWER POE JUNCTION CTION BOX (AS 11170) STO1M WHAM WANDS (SOLO) CATCH MIN (CB) v1111- SANITARY SEER I9E S10M118M0IE (SAM) -- -m-- -- 59X61 ORAMKi t9E - - G6 1040 SAMARA SE76A Y1141GE (5940) 040)- 11119X011 UNDERGROUND 511804 SEWER 130608 (09) -'10* P0WER 0IDF]<CRJ4110 GAS NkIFR (d) --7(0111- POWER 1ERIRAO GAS VALVE ChM 1881 FEW ') MERCK 114410.E 181'40 WLYE (W✓) 2 1ElIDIWM 6080 DEL FUSER) FILE X49107 (FH) L IDEPMIE 9NAT (1V) SIGN (AS NOTED) DRECIICN OF WIOCN IRA91 WATER ICU (IOM) 960GA110N MALE (N) OO8DED COW WRIICAI 0Rm 09® MD Guns <ii RECCE SYMBOL 8089. 1111301. PARKING COUNT .7 BOUNDARY AND TOPOGRAPHIC SURVEY A PORTION OF THE SW 1/4 OF THE NW 1/4 OF SECTION 25 AND THE SE 1/4 OF THE NE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. 0 20 40 SMRTARY 11471110LE 6119.20 79 E 10' CONC 9.8 64 E 10' CONC 5.8.64 1E 8' 0090 1.916 IE -6• CONIC 5E -933 E 6' CONC NE.9 41 U7CH 56544 IE 8' 0991 14.934 619.19.08 IE 12' 18 9.1731 1118' 04.1931 1E 15' C09C 5.17.15 WIN. J80 A- 89'56'15' R- 50.00' L- 78.49' TRN6F0RMER - SIGNAL 490* C1T01 BASIN RIM.19 25 IE 12' ADS 5.1751 IE 8' CONIC 011.19 65 A1)117 CATCH BASIN 081.20.98 IE 12' CONIC 5.16.93 1E 12' CONK 0.17.08 11 12' CONIC 1.17.08 CA1131 BASIN FUJI -20 66 11 17' CONIC N.18.61 7E 15' CONIC 5.16.33 E6' ADS 1.1755 ANDOVER INDUSTRIAL' PARK N0.5 3 VOL. 83, PG 22 -23 CATCH BASIN 019.20 59 8' ADS 5.18.69 CATCH 81581 0'9.20.34 IE 12' CONIC N.17.34 E 15' CONC W.17.14 IE 12' CONC 5.17 29 CATCH INN 019.20.26 <1 (2' CONC 5.17.36 IE 12' 10110 N-IISB 010 1 -3/4' BRASS 060 * /PUNCH ON MON W CASE LUMIIWRE Mr) JBOX 2 80 L4S111141 .ASAB- SCALE: -.2.4.02 91Q�ALT -V 0 TEL JBOX SAMTARY W4610LE 019.21 03 IE 6' CONC 1.10.40 E 6' CONIC 5■10.30 IE 6' CONK 9.10.61 E 6' CONIC 5.10.49 6- 43116'50' R- 138.69' 0.104.36' P057 04740E YALB07 PO 1 - 3/4' BRASS DISK /- . /EgAKN ON 110N W CASE BM 1 -34' BRAS 06A . /PUNK* ON MON N 145E CATC. 8450 RIM -20.23 E 18' CONC (.1887 11 18' CONC N.10 83 CATCH BASIN 844-1981 E 15' CONIC 1.16 61 11 28' CONC 5.18 26 IE' 18' CONC W.16 60 IE 12' COW N.18 31 TEL MANNIOLL(DAN) 7710 1 -3/4' BRAS 06A . /PUNCH ON 90N M CASE CATCH BARN R91.2137 IE NO MFASURUJENTS SANITARY 1AANH01E 0144.21 '0 IE 10' CONIC N.9 59 IE 10' CONC 5.966'' IE 6' CLING 0.9 94 IE 6' CONIC W.10 86 FIRE DEPARTMENT STANDPIPE 0263 6■47'37'38' R- 276.37' WATER MARKER P05T L- 229.73' � AND VALV WATER NANHOIE E C` END 1-3/4• BRASS 066 .. ./PUNCH ON NON IN CASE Q�8- 42''5'55' Q R- 216.37' Q LA. 159.61' • SOWN FUM.22.15 11 28' CONIC N -15.75 E 28' CONIC 5.15.75 11 <2' CONIC 1.17.53 POWER VAIA1 SANITARY MAJ9101E M4.22.19 IE 10' CONC 6.10.37 IE 10' CONIC 6.10.37 IE 8' CONIC 0.11.26 E 6' CONIC 1.10.96 A 27' RAILROAD EASE16E8 VOL 87' PACES 22 -23 REC. NO 7303010525 CATON BASN 818.22 39 E 6' PAC 11.20 59 IE 6' ROC 5-20 41 11 4' PVC 11.2064 9 58R712'32'1 339.74' _ - ___ _ FM) 1 -3/4' BRASS 06K . /PUNCH 09 MON IN CASE POWER 81178 EXISTING BUILDING I: IH pr GATE POST /SONNIES? COMER LOT 7 6■7'O1'IS' R- 41028' L -5027' RAUCNO SWITCH STATT 1 Pptov ELOPED 13RSIN MAP 2.63 Ac iMPFRviou5 0.5s AIG. TIU GRAs5 0.23 AG. EXP05E7 EAR1l} 3.44 AG- TOTAL 1 SPECIAL EXCEPTIONS ITEM NOS. 1 THROUGH 4 AND 14: NOT APPUCABLE TO BE SHOWN ON SURVEY. 5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE RAILROAD AREA AFFECTED: A PORTION OF PARCEL A -3 OF SAID PREMISES DISCLOSED BY RECORDING N0: 730301525 (DOES NOT AFFECT SITE) 6. EASEMENT AND THE TERMS AND CONDOONS THEREOF: GRANTEE UNION PACIFIC RAILROAD COMPANY, ET AL PURPOSE' RAILROAD RIGHT-OF -WAY AREA AFFECTED, A PORTION OF SAID PREMISES RECORDING NO 7504210345 AFFECTS: PARCEL A -I . 7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE. INGRESS AND EGRESS . AREA AFFECTED. A PORTION OF SAID PREMISES DISCLOSED BY RECORDING NO.: 7601060479 AFFECTS: PARCEL A -3 (DOES NOT AFFECT SITE) 8. RECIPROCAL NON - EXCLUSIVE EASEMENT AGREEMENT N40 THE TERMS AND CONDITIONS THEREOF: RECORDING NO.: 7606250634 REGARDING: EASEMENT (DOES NOT AFFECT SITE) AND AMENDMENTS THERETO: RECORDING N0. 7612300438 NO FEES OR EXPENSES ARE CURRENTLY DUE OR OWING. 9. EASEMENT AND THE TERMS AND CONDmONS THEREOF: PURPOSE FLOOD PR0TEC71044 LEVEE. INCLUDING ALL APPURTENANCES AREA AFFECTED A PORTION OF SAID PREMISES RECORDING N0. 9108151406 AFFECTS: PARCEL A -3 (DOES NOT AFFECT SITE) A EASEMENT MID 111E TERMS AND C0NDIT1ON5 THEREOF: GRANTEE: CRY OF TUKWIU PURPOSE SIDEWALK AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING N0. 9703130932 (SHOWN) A DEDICATION OF ROADS. RIGHT TO MAKE NECESSARY SLOPES, CUTS AND FIUS ALONG THE ROADS, RESTRICTIONS, SETBACK LINES, UTILITY EASEMENTS, RAILROAD EASEMENTS AND SANITARY SEWER EASEMENT AS SHOWN ON THE RECORDED PUT OF ANDOVER INDUSTRIAL PARK N0. 5, AS RECORDED IN VOLUME 83 OF PLATS. PAGE 22 MID 23. RECORDS OF KING 100414, WASHINGTON. (COVERS: PARCELS A -1 AND A -2) (SHOWN) 12. COVENANTS. CONDITIONS AND RESIRICTI0N5 IMPOSED BY INSTRUMENT RECORDED ON FEBRUARY 28. 1961, UNDER RECORDING N0. 5256443. AND AMENDMENTS THERETO: RECORDING NOS.: 5332848, 5500900, 6138169, 6138154. 6143022, 6180358. 4410 9406061388. (COVERS: PARCELS A -1. A -2 AND A -3) (NOTED) 13. MATTERS DISCLOSED, BY UNRECORDED SURVEY BY MERIWEIHER LFACHMAR ASSOCIATES, INC., DATED MARCH 2, 1998. UNDER J08 NO 6672, AS FOLLOWS: A) ENCROACHMENT OF ASPHALT, PARKING STALLS A14E1 CONCRETE TIRE 50095 ONTO PROPERTY ADJOINING PARCEL A -2 TO THE SOUTH; B) ENCROACHMENT OF SIGN INTO RIGHT -0F -WAY FOR INDUSTRY DRIVE FROM PARCEL A -2; C) ENCROACHMENT /PARTY 19 POSSESSION NOT DISCLOSED OF RECORD AS EVIDENCED BY SHARED ASPHALT AND 'PARKIN0'TYHTH- THE- PROP18T1' AO 049191 PARCEi A -3- 0_' THE 50171*; 0) POSSIBLE IMPAIRMENT OF EASEMENT SHOWN AS PARAGRAPH 5 (#7504210345) BY REASON OF ASPHALT, PARKING STALLS AND CONCRETE TIRE STOPS LOCATED THEREIN ALONG PORTIONS OF PARCELS A -1 AND A -2; E) POSSIBLE IMPAIRMENT OF EASEMENT SHOWN AS PARAGRAPH 4 (87303010525); F) POSSIBLE IMPAIRMENT OF EASEMENT SHOWN AS PARAGRAPH 8 (89108151406) BY REASON OF THE LOCATION OF THE NORTHEASTERLY CORNER OF B01101140 12 ON PARCEL A -3 81110 LOCATED THEREIN. SURVEY0R'S CERTIFICATE THE UNDERSIGNED HEREBY CERTIFIES TO 0111 MANAGEMENT AND RESEARCH LLC.. AS OF THE DATE HEREOF THAT THE SURVEY CORRECTLY DEPICTS 711E CONDITIONS. OF THIS SITE ON THE BASIS OF A'EELD SURVEY PERFORMED IN SEPTEMBER, 2007. DENNIS J. SALT'S. Pis 1 WASHINGTON REGISTRATION NO 27328 1 F MANAGEMENT it RESEARCH LLC W O! EC - r C3 co > CC e- _J - m � M N crl 1 rI 7'6 15 30 80 2.43 AC. IMPERvious 0.3$ Ac. fit LL GRASS 0.23 Pic- Wont) EARN PRELIMINARY GRADING AND STORM DRAINAGE PLAN 4=89'56'15" R= 50.00' L= 78.49' CATCH BASIN 12114=19 25 IE 12" ADS S=17 61., IE 8" CONC NW =1965 CATCH BASIN RIM =19 08 IE 12" DI N= 1731 —„, IE 18" 01 W =1931 • IE 15" CONC 5 =1715 TUKWILA, WA A PORTION OF THE SW 1/4 OF THE NW 1/4 OF SECTION 25 AND THE SE 1/4 OF THE NE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CATCH BASIN RIM =20.98 IE 12" CONC S =1693 if 12" CONC 9 =1708 IE 12' CONC 6 =1708 3 CATCH BASIN RIM =20 66 --IE 12' CONC 9 =1661 IE 15" CONC S =1633 If 8" ADS E =1755 CATCH BA519 RIM =20 59 IE 8" ADS w =18 69 CATCH BASIN RIM =20 34 IE 12' CONC N =1734 IE 15' CONC W=17 14 IE 12' CONC S =17 29 CATCH BASIN RIM =20 16 IE 12" CONC S =1734 IE 12' CONC N =17 56I FND 1 -3/4" BRASS DISK w /PUNCH ON MON IN CASE DEVELOPtD BAsi N MAP 4= 43'06'50" ,— R=138.69' L= 10436' FND 1 -34" BRASS DISK w /PUNCH ON MON 19 CASE CATCH BASIN RIM =19 81 IE 15" CONC 5 =1661 If 24" CONC 5 =1626 IE 18" CONC W =1666 IE 12" CONC 9 =1631 FND 1 -3/4" BRASS DISK. w /PUNCH ON MON IN CASE 3.44 A-c. - 47'37'38.. 15' UTILITN EASEMENT 276 37 VOL 83 PAGES 22 -23 & L ^9.73* 15' SIDEWALK EASEMENT REC. N0. 9703130932 A FND 1-3/4" BRASS 0151 - PGj w /PUNCH ON MON IN CASE 4 15'55" Pr - 5 2' R= 216.37' Q L=159.61' •Q 0 2O 'Cr FND 1 -3/4" BRASS DISK j w /PUNCH ON MON IN CASE SDMH RIM =22.15 1E 24" CONC N =15.75 IE 24" CONC 5 =15.75 IE 12" CONC 6 =17.53 FND 1 -3/4" BRASS DISK w /PUNCH ON MON IN CASE 4 =7'01'15" '—R= 410.28' jjj L =50 27' — RAILROAD SWITCH STAND HEDGE " 518040 FROG 51661 FENCE. nap " 40. 24" STORM AND ;WALL NEW 55. 71P6 2 -54 .(50UD.LOCNING UD) OVER D. PIPE „ RDP=213 'E.I5± (nap vcAi" 0 PROPOSED BUILDING FF =23.0 7 1S v 1ST 151' Spb 538'12'32 "E 339.74' 0= 05'21'43" R= 216.37 GATE P0571 L= 20.25' EDGE 27' RAILROAD EASEMEN1 —VOL 83 PAGES 22 -23 REC N0. 7303010525 1 A I N • • • FIGURE 4 SOILS MAP REFERENCE: USDA Soil Conservation Service Scale: Horizontal: N.T.S. Vertical: N/A 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251-8782 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES P :113000s1132371exhibi1113237 soils map.cdr For: ANDOVER SELF STORAGE TUKWILA, WASHINGTON Job Number 13237 Title: SOILS MAP N DATE: 01/31/08 • The first capital letter is the initial one of the soil name. A second capitol loner, A, 8, C, 0, E, or F, Indicates the class of slope. Symbols without o slap* letter are those of near ly level snits. SYMBOL NAME Age Alderwoed gravelly candy loom, 0 to 6 percent slopes AgC Alderwood gravelly sorely loom, 6 to 15 percent slopes Ago Alderwood gravelly sandy loom, 15 to 30 percent slopes AkF Alderwood and Kitsap soils, very steep Aare Arents, Alderwood material, 0 to 6 percent slopes • AmC Arents, Aklerwand material, 6 rn 15 percent slopes* An Arants, Everett material • ReC Reaucite gravelly candy loom, 6 to 15 percent elopes fleD Reausite gravelly sandy loam, 15 to 30 percent slopes 0er- 7-- Geove:te- gody -sandy loom, 40 to 75 percent . slopes — :t ._: .DhY = , ,6ellingliorn'slit.loom'v' l? r ..+ , ,,. 'l'a Briscoe silt loom Bu Buckley silt loom Cb Coastal Beaches Ea Earlmant silt loam Ed Edgowsck fine Bondy loom Ev8 Everett gravelly sandy loom, 0 to 5 percent slopes EvC Everett gravelly handy loam, 5 to 15 percent slopes EvD Evreett gravelly sandy loom, 15 to 30 percent slopes EwC Everett- Alderwood gravelly sandy looms, 6 to 15 percent slopes InA Indianola loamy fine sand, 0 to 4 percent slopes InC Indianolo loamy Fins sand, 4 to 15 percent elopes InD Indianola loony fine sond, 15 to 30 percent slopes Kpe Kitsop silt loom, 2 to 8 percent slopes KDC Kitsap silt loam, 8 to 15 percent slopes KpD Kitsap silt loom, 15 to 30 percent slopes KsC Klaus gravelly loamy sand, 6 to 15 percent slopes Mo Misted alluvial land NeC Netlton very gravelly 'corny sand, 2 to 1.5 percent slopes Ng Newberg silt loam Nk Noakauck silt loom No Norma sandy loam Or Orcos pent Os Oridia silt loam OvC Ovoii gravelly loam, 0 t 15 percent slopes OvD Ovall gravelly loom, 15 to 25 percent slopes OvF OvoIl gravelly loom, 40 to 75 percent slopes Pe Pilehock loamy fine send Pk Pilchock fine sandy loom Po Puget silty clay loam Py Puyallup fine Bondy loom RaC Rogner fine sandy loam, 6 to 15 percent slopes RaD Ragnar fine sandy loam, 15 to 25 pereent slopes RdC Romer-Indianola association, sloping • RdE Rognor- Indlonolo association, moderately steep • Re Renton silt loan Rh Rivorwesh PierKY:VIS' Salal silt loam Sammomish silt loam Sean le muck Shdcor muck Si ails loam Snohomish silt loom Snohomish sill loam, thick surface variant Sultan silt loam To Tukwila muck Ur Urban land Wo Woodinville silt loam • The composirt® of these units is more variable than that of the others in the area, but N has been controlled well enough to interpret For the expected vs* of the sails. REFERENCE: USDA Soil Conservation Service Scale: Horizontal N.T.S. Vertical: N/A GHA V Qr • 18215 72ND AVENUE SOUTH V 0 $ KENT, WA 98032 CI - ,�! _ Z (425) 251 -6222 (425) 251 -8782 0 se • 6�'rNQ etsoti6' CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES For: ANDOVER SELF STORAGE TUKWILA, WASHINGTON Job Number 13237 Title: SOILS MAP LEGEND DATE: 01/31/08 P :113000s1132371exhibit113237 soils map legend.cdr 1 Boundary,ruliunul State _ County, Parish, atvnieipiu Civil town -.hip, iuocinct, town( horrin Incorporated city, vllloge, town, homier Reservation, rtntinnnl or state‘ Small pork, cemetery, airport, etc Land grant s rtsh p ar range line United Suers Innr1 ,vrvny ,_- TawnshipRor range fine, npprnximnte Iccation Section line, United States land survey Hord surface, heovy dirty road, four cr more lanes Hnrd S nfnce, heavy duty rood, tun or three tones Hard surferis, medium duty road, four or more lanes Hord surface, medium duty road, two or three (elm- Improved light duty rood Unimproved dirt loud and ;roil Dual highway, dividury strip 25 fuer or less Duol highway, JiviJirry ship exceeding 25 feet Rood under construction. ..... ..... Section line, approximate location Township line, not United States lend survey Section line, not United Stoles Tend survey Section corner, found and indreureJ i Boundary monument: !arid grout an,l other O United Statac mineral nr Inrntinn mnnume,nt Buildings (dwelling, place of employment, etc.) School, church, and cemetery Buildings (barn, warehouse, etc.) Power trurrbmission line Telepfwnv line, pipeline, etc. (labeled as to type) Well:, other than water (labeled as to Type)....... Tanks.; nil, water, etc. (labeled as to type) Loomed o. Inndmork object; windmill ••0 Oil • • Horizontal and vertical control station; Tablet, spirit level elevation Other recoverable murk, spirit level elevation Horizontal control stotion; tablet, verticel angle elevutiun,, Any recoverable mark, vertical onyle ur ,areckwt clevut,un Vertical control station: tablet, e;pi. t level eIrvniin❑ Other recoverable mark, spirit level elnvntlnn Checked spot elevation Unchecked spot elevation urd water elvvutiurt REFERENCE: USDA Soil Conservation Service ii eGas Water 8M A 3899 3938 VA8M4'2914 A5675 BM X 945 X 890 5923 870 ash Ru,lruud, single truck and multiple trnck Railroads in jnxinpn:itinn Narrow gage, single mock and muttiple Crock Railrond in street and cnrline Bridge, rood and rnilrnod Urowbrldge, rood and railroad Footbridge Tunt.Cl, rued end rui tread Overpuss unJ undetpuss !ewer/out :null masonry or enrth dam..... Dorn with lock.. f)nm with road '.anal with lack Perennial streams Intermittent streams Perennial lake or pvrid Inierrnittent lake ur pond i ^ •`t ■ Oi:uppeuring stream Aqueduct tunnel..,..... Water well and spring ................. .ho=d; War sh (;,wump) 2-4F, _— Sail boundary and symbol Escarpment other than bedrock Pit, mine, r quarry rtrrrrmmttnttt ie Scale: Horizontal: N.T.S. Vertical: N/A Goa 4- 18215 72ND AVENUE SOUTH KENT, WA 98032 Z (425) 251 -6222 (425) 251 -8782 60° CIVIL ENGINEERING, LAND PLANNING, err ammo* 4+ ENVIRONMENTAL SERVICES P:113000s113237texhibit113237 soils conventional signs.cdr For: ANDOVER SELF STORAGE TUKWILA, WASHINGTON Job Number 13237 Title: SOILS CONVENTIONAL SIGNS DATE: 01/31/08 • 2.0 CONDITIONS AND REQUIREMENTS • SUMMARY 2.0 CONDITIONS AND REQUIREMENTS SUMMARY • 2.1 Analysis of the Eight Core Requirements: • • Core Requirement No. I: Discharge at Natural Location. Response: This project will discharge to the right -of -way of Andover Park East, which it does under existing conditions. Core Requirement No. 2: Off -Site Analysis. Response: No off -site analysis will be performed for this project site since this downstream drainage course is well- documented by the City of Tukwila as runoff courses in a large- diameter pipe conveyance system in Andover Park East in a southerly direction. The City is well aware of the location of discharge from this project site. Core Requirement No. 3: Flow Control. Response: The City of Tukwila has already indicated that detention is not needed for this project. Also, since the project does not propose more than 5,000 square feet of new impervious surface flow control is not required. Core Requirement No. 4: Conveyance System. Response: The conveyance system for this project site will be sized based on the Modified Rational Method as delineated in the 1998 King County, Washington Surface Water Design Manual (KCWSWDM) as adopted by the City of Tukwila such that the. 100 -year storm will be conveyed without overtopping any catch basins and utilizing a 6.3- minute initial time of concentration and Manning's "n" value of 0.014. Core Requirement No. 5: Erosion and Sediment Control Response: All erosion and sediment control measures for this project will be instituted based on Appendix D of the KCWSWDM such that clearing limits will be specified, cover measures will be instituted, perimeter protection will be provided in the form of silt fences, and on -site sediment retention will be provided in the form of a sediment pond. Core Requirement No. 6: Maintenance and Operations. Response: This project will conform to all maintenance and operations requirements of the City of Tukwila for projects of this nature. Core Requirement No. 7: Financial Guarantees and Liability. Response: This project will conform to all financial guarantees and liability requirements of the City of Tukwila for projects of this nature. Core Requirement No. 8: Water Quality. Response: The City has indicated that Basic Water Quality will be the required means of treating runoff from the project site. This project is proposing to use a wet vault to treat runoff from the entire site. 13237.001.doc • • • 2.2 Analysis of the Five Special Requirements Special Requirement No. 1: Other Adopted Area-Specific Requirements. Response: This project is not part of a critical drainage area or within an area covered by a Master Drainage Plan, a Basin Plan, a Lake Management Plan, or Shared Facility Drainage Plan; therefore, this requirement does not apply. Special Requirement No. 2: Development Within a Floodplain or Floodway. Response: The Green River is in the vicinity of the proposed project but it is not adjacent to the property. The 100 -year flood of the Green River is contained within the banks of the Green River; therefore, this project site will not be impacted by the 100 -year floodplain of the Green River. Special Requirement No. 3: Flood Protection Facilities. Response: This project site is not adjacent to a Class I or II Stream; therefore, this requirement does not apply. Special Requirement No. 4: Source Control. Response: This project site will conform with all source control requirements as delineated in the Stormwater Pollution Control Manual and King County Code, Section 9.12, such that trash enclosures will be covered, the parking lot will be swept regularly, and the property owner will be educated about the use of fertilizers and pesticides. Special Requirement No. 5: Oil Control. Response: This project site is not a high -use site nor is it a redevelopment project proposing $100,000 or more of improvements to an existing high -use site; therefore, this requirement does not apply. 13237.001.doc • • 3.0 OFF -SITE ANALYSIS 3.0 OFF -SITE ANALYSIS • The off -site analysis for this project site was based on City - provided maps, which indicate that the entire site drains into the east side of the right -of -way of Andover Park East where it is collected in a pipe conveyance system coursing southerly through 24- and 30 -inch- diameter pipe initially for approximately 1,200 feet and then into 42 -inch diameter pipe for approximately 800 feet, which discharges at Minkler Boulevard coursing easterly in a large ditch for approximately 1,350 feet with one culvert sized to 114 inches in the course of this ditch. Also, the discharge location of this ditch is the P17 pond where runoff is collected and then pumped into the Green River almost immediately adjacent to the pond. The City has indicated there are no downstream conveyance problems with this downstream conveyance system and there is plenty of capacity in the system for development of this project. Please refer to the drainage map in this section. • • 13237.001.doc 35) Govt Lot 4 r1.8 (404)31.10 Acres 235.6 <. Gov't res GEORGE FORS YrM 428A4.' t •VAR �twr ) 0) .NORTHER t16Ac, MO' iao IL 44 1' R.:: (L5 Ac. 4497)— _. (1299) :437 rc.ts NG ":N �xb !K:: c c'ft� REFERENCE: City of Tukwila • (492) (490) (493) (825) (919) PU6ET WESTERN INC. 71 /.L he i Scale: Horizontal: N.T.S. Vertical: N/A 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES For: ANDOVER SELF STORAGE TUKWILA, WASHINGTON Job Number 13237 Title: DOWNSTREAM ANALYSIS MAP t N DATE: 02/04/08 P :113000s1132371exhibit113237 downstream analysis.cdr AgatAffeledril MACAW Offer Nweadv,MEMI FM 817,5 rdr- REFERENCE: Washington USGS Topographic Software Scale: Horizontal: N.T.S. Vertical: N/A 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 CIVIL ENGINEERING, LAND PLANNING; SURVEYING, ENVIRONMENTAL SERVICES P:113000s1132371exhibit113237 topo map.cdr For: ANDOVER SELF STORAGE TUKWILA, WASHINGTON Job Number 13237 Title: 11\L1[Y� TOPOGRAPHIC MAP N DATE: 02/01/08 1 ZONE X BOULEVARD ¢ W 0 oUULCVMflU STANDER CORPORATE DRIVE NORTH CORPORATE DRIVE SOUTH BOULEVARD REFERENCE: FEMA Scale: Horizontal: N.T.S. Vertical: N/A HA 18215 72ND AVENUE SOUTH KENT, WA 98032 2 (425) 251-6222 (425) 251-8782 O • ,_ 4.41 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES For: ANDOVER SELF STORAGE TUKWILA, WASHINGTON Job Number 13237 Title: FEMA MAP DATE: 02/1/08 P :N3000s1132371exhibit113237 Tema map.cdr NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP KING COUNTY, WASHINGTON AND INCORPORATED AREAS PANEL 959 OF 1725 (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: COMMUNUY SEATAC. CITY OF. TUKWILA. CRY OF NUMBER PANEL SUFFIX 530320 530091 0959 F 0959 F MAP NUMBER 53033C0959 F MAP REVISED: MAY 16,1995 Federal Emergency Management Agency REFERENCE: FEMA NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP KING COUNTY, WASHINGTON AND INCORPORATED AREAS PANEL 918 OF 1725 (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: COMMUNITY KENT; CITY OF RENTON, CRY OF . TUKWIA,CRY OF. NUMBER PANEL SUFFIX 530080 0978 .630088 0978 530091 0978 F F MAP NUMBER 53033C0918 . F MAP REVISED: MAY 16,1995 Federal Emergency Management Agency Scale: Horizontal: N.T.S. Vertical: N/A 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES For: ANDOVER SELF STORAGE TUKWILA, WASHINGTON Job Number 13237 Title: FEMA PANELS DATE: 02/04/08 P:113000s1132371exhibit113237 fema panels.cdr SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100 -YEAR FLOOD ZONE A ZONE AE ZONE AH ZONE AO ZONE A99 No base flood elevations determined. Base flood elevations determined. Flood depths of 1 to 3 feet (usually areas of ponding); base flood elevations determined. Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain); average depths determined. For areas of alluvial fan flooding, velocities also determined. To be protected from 100 -year flood by Federal flood protection system under construction; no base elevations determined. ZONE V Coastal flood with velocity hazard (wave action); no base flood elevations determined. ZONE VE Coastal flood with velocity hazard (wave action); base flood elevations determined. FLOODWAY AREAS IN ZONE AE OTHER FLOOD AREAS ZONE X Areas of 500 -year flood; areas of 100 -year flood with average depths of Tess than 1 foot or with drainage areas Tess than 1 square mile; and areas protected by levees from 100 -year .flood. OTHER AREAS ZONE X Areas determined to be outside 500 -year floodplain. ZONE D Areas in which flood hazards are undetermined. UNDEVELOPED COASTAL BARRIERS L\ Identified Identified Otherwise 1963 1990 Protected Areas Coastal barrier areas are normally located within or adjacent to Special Flood Hazard Areas. 513 (EL 987) RM7 X • M2 97°07'30 ".32°22'30" REFERENCE: FEMA Flood Boundary Floodway Boundary Zone D Boundary Boundary Dividing Special Flood Hazard Zones. and Boundary Dividing Areas of Different Coastal Base Flood Elevations Within Special Flood Hazard Zones. Base Flood Elevation Line ;. Elevation in Feet. See Map Index for Elevation Datum. Cross Section Line Base Flood Elevation in Feet Where Uniform Within Zone: See Map Index for Elevation Datum. Elevation Reference Mark River Mile Horizontal Coordinates Based on North American Datum of 1927 (NAD 27) Projection. This map is for use in administering the National Flood Insurance Program; it does not necessarily identify all areas subject to flooding, particularly from local drainage sources of small size, or all planimetric features outside Special Flood Hazard Areas. Coastal base flood elevations apply only landward of 0.0 NGVD, and include the effects of wave action; these elevations may also differ significantly from those developed by the National Weather Service for hurricane evacuation planning. Areas of Special Flood Hazard (100 -year flood) include Zones A, AE, AH, A0, A99, V, and VE. Certain . areas not in Special Flood Hazard Areas may be protected by flood control structures. Boundaries of the floodways were computed at cross sections and interpolated between cross sections. The f)oodways were based on hydraulic considerations with regard to requirements of the Federal Emergency Management Agency. Floodway widths in some areas may be too narrow to show to scale. Floodway widths are provided in the Flood Insurance Study Report. This map may incorporate approximate boundaries of Coastal Barrier Resource System Units and /or Otherwise Protected Areas established under the Coastal Barrier Improvement Act of 1990 (PL 101 -591). Corporate limits shown are current as of the date of this map. The user should contact appropriate community officials to determine if corporate limits have changed subsequent to the issuance of this map. For community map revision history prior to countywide mapping, see Section 8.0 of the Flood Insurance Study Report. For adjoining map panels and base map source see separately printed Map Index. MAP REPOSITORY Refer to Repository Listing on Map Index EFFECTIVE DATE OF COUNTYWIDE FLOOD INSURANCE. RATE MAP: SEPTEMBER 29.1989 EFFECTIVE DATE(S) OF REVISION(S) TO THIS PANEL: Revised May 18.1995 to update map format. To determine if flood insurance is available. contact an insurance agent or call the National Flood Insurance Program at (800) 638 -6620. APPROXIMATE SCALE IN FEET 500 0 500 Scale: Horizontal N.T.S. Vertical: N/A • 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES For: ANDOVER SELF STORAGE TUKWILA, WASHINGTON Job Number 13237 Title: FEMA LEGEND DATE: 02/04/08 P:113000s113237)exhibit113237 fema legend.cdr • • 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN • • A. Existing Site Hydrology 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN • • This site is entirely developed under existing conditions. The site existed as three buildings within Andover Industrial Park. The entire site was graded, cleared, and landscaped with appropriate drive aisles, parking, and catch basin pipe conveyance facilities previously designed to the City of Tukwila standards. B. Developed Site Hydrology Under developed conditions, the water quality system will collect runoff and treat it to City of Tukwila standards. The system was modeled as an existing condition with 2.63 acres of impervious surface and 0.58 acre of till grass, with a developed condition of 2.43 acres of impervious surface and 0.78 acre of till grass. C. Performance Standards The conveyance system design standard is to convey the entire 100 -year storm within the pipes and catch basins based on the Rational method. The water quality treatment followed for this project site was the Basic Water Quality menu, of which we are proposing a wet vault. D. Flow Control The City of Tukwila has indicated that detention is not needed for this project. E. Water Quality System Once again, a wet vault will be used to treat runoff from this site. The location of the vault is shown on the following pages of this report. Sizing calculations of the wet vault meet the Basic Water Quality Menu of the 1998 KCWSWDM as adopted by the City of Tukwila. 13237.001.doc • • • WATER QUALITY SIZING CRITERIA Existing Conditions: Impervious = 2.63 acres Till Grass = 0.58 acre Total = 3.21 acres Proposed Conditions: Roof = 1.41 acres Asphalt = 1.02 acres Till Grass = 0.78 acre Total = 3.21 acres 13237.001.doc • Vr vr Vb SIZE THE BASIC WATER QUALITY WET VAULT [0.9 A; + 0.25 Atg] (0.039) [(0.9)(1.02) + (0.25)(0.78)] (0.039)(43,560) 1,891 cf (3)(Vr) = (3)(1,891) = 5,672 cf required Wet vault dimension = 50 ft X 20 ft X 7 ft Volume provided = 6,000 cf • 13237.001.doc • 5.0 CONVEYANCE SYSTEM ANALYSIS • AND DESIGN • • • • 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN The conveyance system for this project site has been sized to convey the 100 -year event based on the Modified Rational Method as adopted by the City of Tukwila and delineated further in the 1998 KCWSWDM, which requires an initial time of concentration of 6.3 minutes and a Manning's "n" value of 0.014. Please refer to the following pages of this document for the pipe conveyance basin map and pipe conveyance calculations. 13237.001.doc JOB NAME: DIAMOND HEAD STORAGE JOBtt; 13237 REVISED: A= Contributing Area (Ac) C= Runoff Coefficient Tc= Time of Concentration (min) 1= Intensity at Tc (in (hr) d= Diameter of Pipe (in) L= Length of Pipe (ft) D= Water Depth at Od (in) • 132. .s • BARGHAUSEN CONSULTING ENGINEERS - PIPE FLOW CALCULATOR using the Rational Method 8 Manning Formula KING COUNTY DESIGN FOR 100 YEAR STORM NOTE: ENTER DEFAULTS AND STORM DATA BEFORE BEGINNING DEFAULTS C= 0.9 n= 0.014 d= 12 Tc= 6.3 Od= Design Flow (cfs) 0f= Full Capacity Flow (cfs) Vd= Velocity at Design Flow (fps) Vf= Velocity at Full Flow (fps) s= Slope of pipe (%) n= Manning Roughness Coefficient T1= Travel Time at Vd (min) COEFFICIENTS FOR THE RATIONAL METHOD "Ir "- EOUATION STORM Ar Br 2YR 10YR 25YR 50YR 100YR 1.58 2.44 2.66 2.75 2.61 0.58 0.64 0.65 0.65 0.63 PREGIP= 3.95 Ar= 2.61 Br= 0.63 FROM TO A L d Tc n C SUM A A'C SUM A'C 1 Od Of 04(01 Did D Vf Vd Tt CB 81 CB 61 0.10 0.40 83 12 6.3 0,014 0.9 0.1 0.09 0.09 3.23 0.29 2.09 0.139 0.251 3.02 2.67 1.86 0.74 CB 82 CB 93 0.16 0.40 100 12 7.0 0.014 0.9 0.159 0.14 0.14 3.01 0.43 2,09 0.206 0.305 3.66 2.67 2.09 0.80 CB 03 CB 94 0.07 0.40 70 12 7.8 0.014 0.9 0.0706 0.06 0.06 2.82 0.18 2.09 0.086 0.196 2.35 2.67 1.52 0.77 CB 04 CB 85 0.07 0.40 113 12 8.6 0.014 0.9 0.073 0.07 0.07 2.66 0.17 2.09 0.083 0.193 2.32 2.67 1.52 1.24 CB 85 CB 06 0.29 0.40 117 12 9.9 0.014 .0.9 0.2937 0.26 0.26 2.44 0.64 2.09 0.308 0.379 4.54 2.67 2.34 0.83 CB 86 VAULT 0.20 0.40 10 12 10.7 0.014 0.9 0.199 0.18 0.18 2.32 0.42 2.09. 0.198 0.299 3.59 2.67 2.06 0.08 Page 1 O 15 1'-30' 60 DISK lwO0m6 =620 PRELIMINARY GRADING AND STORM DRAINAGE PLAN TUKWILA, WA A PORTION OF THE SW 1/4 OF THE NW 1/4 OF SECTION 25 AND THE SE 1/4 OF THE NE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CATCH BASIN RIM =19.25 IE 12" ADS S =17.61 IE 8" CONC NW =19.65 CATCH BASIN RIM =19 08 IE 12" DI N =1731 IE 18" DI W =1931 IE 15" CONC S=17 15 A=89'56'15" R =50 00' L =78 49' CATCH BASIN RIM =20.98 IE 12" CONC S =16.93 IE 12" CONC N =17.08 IE 12" CONC E =17.08 3 CATCH BASIN RIM =20.66 IE 12" CONC N =16.61 IE 15" CONC S =16.33 IE 8" ADS 8 =1755 CATCH BASIN RIM =20.59 IE 8" ADS W =18.69 CATCH BASIN RI/A=20.34 IE 12" CONC N =17.34 IE 15" CONC W=17 14 18 12" CONC 5 =1729 CATCH BASIN RIM =20.26 IE 12" CONC 5 =17.34 IE 12" CONC N =17.56 FND 1 -3/4" BRASS DISK w /PUNCH ON MON IN CASE W PIPE coNVeYnPIcE P�A51N MAP 2 A= 43'06'50" 7 R =138 69' L=104 36' M FND 1 -34" BRASS DISC. w /PUNCH ON MON IN CASE CATCH BASIN RIM =19.81 IE 15" CONC E =16.61 IE 24" CONC S =16.26 IE 18" CONC W =16.66 IE 12" CONC N =16.31 FND 1 -3/4" BRASS DISK w /PUNCH ON MON IN CASE A=47'37'38" 15' UTILITY EASEMENT R =276 37' VOL. 8.3 PAGES 22 -23 & L= 229.73' 15' SIDEWALK EASEMENT REC. N0. 9703130932 A FND PGJ w /PUNCH N4 MON IN CASE • 42'15'55" Q R= 216.37' • L= 159.61' 0 •O SDMH R161=22.15 IE 24" CONC N =15.75 IE 24' CONC 5 =15.75 IE 12" CONC E =17.53 FND 1 -3/4" BRASS DISK w /PUNCH ON MON IN CASE FND 1 -3/4" BRASS DISK w /PUNCH ON MON IN CASE WM i ".F¢.16.00' AFT S88' 12'32 "E 339 74' GATE POST 5= 05'21'43" R =216 37 1 =20 25' EDGE 27' RAILROAD EASEMENT VOL 83 PAGES 22 -23 REC. NO. 7303010525 HEDGE AILROAD FROG - R= L ='" 410.287'0115' L =50 27' RAILROAD SWITCH STAND J a zcw g fil LL D ae L 8 ,� k z N I I F.- 3 u) 4) t6 4) a N 6; -NN Y v v V N 31 0 Date /Time:2 /4/2008 E E • • 6.0 SPECIAL REPORTS AND STUDIES • • 6.0 SPECIAL REPORTS AND STUDIES • 13237.001.doc • • 7.0 OTHER PERMITS • • • • 7.0 OTHER PERMITS Other permits required for this project site include: • Side Sewer Connection Permit • Water Connection Permit • Building Permit • Clear and Grade Permit • Site Development Permit • Right -of -Way Use Permit 13237.001.doc • • 8.0 ESC ANALYSIS AND DESIGN • • 8.0 ESC ANALYSIS AND DESIGN The erosion and sedimentation control facilities for this project have been sized based on Appendix D of the KCWSWDM. Sediment retention will be maintained on site such that no sediment laden rainwater will be allowed to be discharged from the project site during construction. In addition to the sediment pond, clearing limits will be specified, cover measures will be instituted, perimeter protection will be installed in the form of silt fences, traffic area stabilization will be maintained by a rock construction entrance, and regular street sweeping will occur should sediments be tracked off site. Runoff will be routed through the temporary V- ditches with rock check dams toward the sediment facility. • 13237.001.doc • 9.0 BOND QUANTITIES, FACILITY SUMMARIES, • AND DECLARATIONS OF COVENANT 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF • COVENANT • • 13237.001.doc • 10.0 OPERATIONS AND MAINTENANCE MANUAL • • 10.0 OPERATIONS AND MAINTENANCE MANUAL • 13237.001 .doc CITY OF TUKWILA NOTICE OF APPLICATION PROJECT INFORMATION Steve Bosetti has filed applications for development of a storage facility to be located at 515 Industry Drive, Tukwila, WA. The site area is approximately 149,165 s.f. The project will demolish three existing buildings on site, and construct a four - story, 189, 616 s.f. self - storage facility, and a one -story RV storage facility of 14, 802 s.f. Permits applied for include: SEPA/Environmental Review (File #E08 -002) Design Review (File #L08 -006) Other known required permits include: Demolition permit, building permit Studies required with the applications include:None known at this point FILES AVAILABLE FOR PUBLIC REVIEW The project files are available at the City of Tukwila. To view the files, you may request them at the counter at the Department of Community Development (DCD), located at 6300 Southcenter Boulevard #100. OPPORTUNITY FOR PUBLIC COMMENT Your written comments on the project are requested. They must be delivered to DCD at the address above or postmarked no later than 5:00 P.M., April 3, 2008. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determination of non - significance (DNS). The optional DNS process in WAC 197 -11 -35 is being used. There will be a single integrated comment period for the land use permits and the environmental review, so this may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determination, the DNS will be issued without a second comment period. Opportunity for additional oral and written public comments will be provided at a public hearing before thil'ard of Architectural Review, to b heduled at a later date. To confirm this date call :Department of Community Development at (206) 431 -3670. • APPEALS You may request a copy of any decision, information on hearings, and your appeal rights by calling DCD at (206) 431 -3670. For further information on this proposal, contact Rebecca Fox, project planner, at (206) 431 -3670 or visit our offices at 6300 Southcenter Boulevard, Suite #100, Monday through Friday, 8:30 a.m. to 5:00 p.m. Application Filed: February 12, 2008 Notice of Completeness Issued: March 10, 2008 Notice of Application Issued: March 20, 2008 Was mailed to ch of the. addresses listed on this )day of 6.1-77k-the' year 20�!'�� Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I • " � EREBY DECLARE T HAT. �/ Notice of Public Hearing Determination of Non- Significance Notice of Public Meeting Mitigated Determination of Non - Significance Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Project Name: `uir A Board of Appeals Agenda Pkt Notice of Action i Planning Commission Agenda Pkt 0 r ,, Official Notice J Short Subdivision Agenda ° _ y a Notice of Application Shoreline Mgmt Permit Notice. of Application for Shoreline Mgmt Permit , / _ — FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 / Other L, j "/ Was mailed to ch of the. addresses listed on this )day of 6.1-77k-the' year 20�!'�� Project Name: `uir A - i Project Number: L [ ) 8' " 0 r ,, 4 ° _ y a Mailer's Signature: , / 7/ 1 / Person requesting mailing: L, j "/ :EALTY ASSOCIATES FUND VII 301 DOVE ST 860 IEWPORT BEACH CA 2660 IKARBO INVESTMENT 621 SW 152ND ST UURIEN WA 8166 'ENANT. 43 ANDOVER PARK E ' UKWILA WA '8188 'ENANT 55 TRECK DR ' UKWILA WA 8188 'ENANT 11 STRANDER BLVD ' UKWILA WA '8188 ;WV PROPERTIES 80 ANDOVER PARK E SEATTLE WA 8188 'ENANT 15 INDUSTRY DR ' UKWILA WA 8188 ;ITY OF TUKWILA 200 SOUTHCENTER BLVD ' UKWILA WA 8188 'ENANT 00 INDUSTRY DR 'UKWILA WA 8188 ENKINS PROPERTIES INC 0 BOX 53290 1ELLEVUE WA 8015 A CITIES INSURANCE AUTHOR' 14900 INTERURBAN AVE S 210 SEATTLE WA 98168 LEHMAN,SHANNA 2235 FARADAY AVE 0 CARLSBAD CA 92008 TENANT 345 ANDOVER PARK E TUKWILA WA 98188 MUSTANG LLC 401 ANDOVER PARK E TUKWILA WA 98188 TENANT 444 ANDOVER PARK E TUKWILA WA 98188 HIGHLAND PARK PROPERTIES L 495 ANDOVER PARK E TUKWILA WA 98188 TENANT 551 STRANDER BLVD TUKWILA WA 98188 TENANT 630 INDUSTRY DR TUKWILA WA 98188 TENANT 825 INDUSTRY DR TUKWILA WA 98188 PANKRATZ FOREST INDUSTRIES INC PO BOX 58388 TUKWILA WA 98138 OIEDICAL CENTERS CO LLC 15642 SE 24TH ST BELLEVUE WA 98008 TENANT 320 ANDOVER PARK E TUKWILA WA 98188 TENANT 350 TRECK DR TUKWILA WA 98188 TENANT 410 ANDOVER PARK E TUKWILA WA 98188 • TENANT 455 ANDOVER PARK E TUKWILA WA 98188 TENANT 505 ANDOVER PARK W TUKWILA WA 98188 TENANT 596 INDUSTRY DR TUKWILA WA 98188 R2R INVESTMENTS LLC 7979 S 180TH ST KENT WA 98032 WALTON CWWA TUKWILA 1 LLC 900 N MICHIGAN AVE 1900 CHICAGO IL 60611 GOODWIN KELLY CO PO BOAC 58388 • TUKWILA WA 98188 FIRST INTER BNK- KIRKLAND PO BOX 63931 SAN FRANCISCO CA 94163 Steve Bosetti Ruhl -Parr & Associates 12600 SE 38th Street, #130 Bellevue, WA 98006 LA PIANTA PO BOX 88028 SEATTLE WA 98138 GIBSON PROPERTIES L L C PO BOX 88909 SEATTLE WA 98138 Northwest Xchange Club, Inc. 802 INDUSTRY DR TUKWILA WA 98188 -3410 Stephens Janitorial Svcs LLC 805 INDUSTRY DR TUKWILA WA 98188 -3411 Instit de Computacion/B Onna 810 INDUSTRY DR TUKWILA WA 98188 -3410 Firstline, Inc. 819 INDUSTRY DR Bdg 19 TUKWILA WA 98188 -3411 J. Walling & Assoc./Idavada 833 INDUSTRY DR TUKWILA WA 98188 -3411 Light Brigade, Inc. 837 INDUSTRY DR TUKWILA WA 98188 -3411 BBJ Rentals, Inc. 842 INDUSTRY DR Bdg20 TUKWILA WA 98188 -3410 Alpine Glass, Inc. 845 INDUSTRY DR Bdg21 TUKWILA WA 98188-3411 Maaco 355 TRECK DR #120 TUKWILA WA 98188 -7603 Curtis J Nagai, CFP 320 Andover Park E #102 Tukwila, WA 98188 -7626 North Star Design, Inc. 804 INDUSTRY DR #18 TUKWILA WA 98188 -3413 Yummy Business 806 INDUSTRY DR TUKWILA WA 98188 -3410 Environmental Resolutions 815 INDUSTRY DR TUKWILA WA 98188 -3413 Edca Roofmg, Inc. 820 INDUSTRY DR TUKWILA WA 98188 -3410 J. Walling & Assoc., Inc. 833 INDUSTRY DR TUKWILA WA 98188 -4801 Puget Sound Innovations Inc. 838 INDUSTRY DR TUKWILA WA 98188 -3410 Net Tech, Inc. 843 INDUSTRY DR TUKWILA WA 98188 -3411 Parkeon, Inc. 846 INDUSTRY DR TUKWILA WA 98188 -3410 General Tool & Supply Co. 355 TRECK DR TUKWILA WA 98188 -7603 Stephens Building & Remodel 805 INDUSTRY DR TUKWILA WA 98188-3411 Impact Paper & Ink 807 INDUSTRY DR Bdg19 TUKWILA WA 98188 -3411 Ventilation Technologies Inc 816 INDUSTRY DR TUKWILA WA 98188 -3410 Integrated Software Sol.,Inc 832 INDUSTRY DR TUKWILA WA 98188-3411 DoA11 Industrial Supply Corp 834 INDUSTRY DR Bdg20 TUKWILA WA 98188 -3410 Demon Jiu Jitsu 840 INDUSTRY DR TUKWILA WA 98188 -3410 Green Cab Taxi/Disabl Svc As 844 INDUSTRY DR TUKWILA WA 98188 -3410 Kelly Goodwin Co. 350 TRECK DR TUKWILA WA 98188 -7604 Fujifilm Graphic Sys USA Inc 355 TRECK DR TUKWILA WA 98188 -7603 Seattle Tool Corp. 606 INDUSTRY DR TUKWILA WA 98188 -3406 SBV, Inc. 609 INDUSTRY DR TUKWILA WA 98188 -3407 Reit Management & Research 617 INDUSTRY DR TUKWILA WA 98188 -3407 Gibson Enterpr. dba Stylistx 626 INDUSTRY DR #B TUKWILA WA 98188 -3406 Entrance Controls, Inc. 664 INDUSTRY DR TUKWILA WA 98188 -3406 A & D Ceramics 705 INDUSTRY DR TUKWILA WA 98188 -3409 Remquest 716 INDUSTRY DR #14 TUKWILA WA 98188 -3408 Ace Heating, Inc. 725 INDUSTRY DR TUKWILA WA 98188 -3409 New Era Financial, Inc. 756 INDUSTRY DR TUKWILA WA 98188 -3408 Sidetrak, Inc. 774 INDUSTRY DR TUKWILA WA 98188 -3407 Bread Board 607 INDUSTRY DR TUKWILA WA 98188 -3407 G & H Goldfish 611 INDUSTRY DR TUKWILA WA 98188 -3407 International Services, Inc. 618 INDUSTRY DR Bdg.8 TUKWILA WA 98188 -3406 RFI Enterprises, Inc. 636 INDUSTRY DR TUKWILA WA 98188 -3406 Gemini Entertainments, Inc. 682 INDUSTRY DR TUKWILA WA 98188 -3406 Seattle Specialties, Inc. 708 INDUSTRY DR Bdg 14 TUKWILA WA 98188 -3408 W ash.Infor mat.Ntwk. Tech.Inc. 717 INDUSTRY DR TUKWILA WA 98188 -3409 Operations Support Group Inc 742 INDUSTRY DR TUKWILA WA 98188 -3408 Emnace, LLC. 756 INDUSTRY DR TUKWILA WA 98188 -3408 M2 Enterprise Sewing Contr. 800 INDUSTRY DR Bdg 18 TUKWILA WA 98188 -3410 Helen Estoque Hopper,MSW /CSW 608 INDUSTRY DR TUKWILA WA 98188 -3406 Direct Couriers, LLC 614 INDUSTRY DR Bdg 8 TUKWILA WA 98188 -3406 Calhoun & DeJong, Inc. 622 INDUSTRY DR Bdg 8 TUKWILA WA 98188 -3406 Applied Telecom Systems, Inc 660 INDUSTRY DR TUKWILA WA 98188 -3406 Entrance Controls, Inc. 702 INDUSTRY DR TUKWILA WA 98188 -3412 GM2 Systems 713 INDUSTRY DR TUKWILA WA 98188 -3409 Precision Engraving 722 INDUSTRY DR TUKWILA WA 98188 -3408 Seattle Data Systems, Inc. 746 INDUSTRY DR TUKWILA WA 98188 -3408 T- Design 770 INDUSTRY DR Bdg 16 TUKWILA WA 98188 -3408 Victory Graphics 800 INDUSTRY DR TUKWILA WA 98188 -3410 Access Computer Network, Inc 545 INDUSTRY DR TUKWILA WA 98188 -3405 Christian Science Practice 553 INDUSTRY DR. TUKWILA WA 98188 -3405 Conscious Completion 559. INDUSTRY DR #3 TUKWILA WA 98188 -3405 QualxServ, LLC 561 INDUSTRY DR Bdg.3 TUKWILA WA 98188 -3405 Verizon Wireless 566 INDUSTRY DR Bdg.6 TUKWILA WA 98188 -3404 Pacific Pulmonary Services 580 INDUSTRY DR Bdg 6 TUKWILA WA 98188 -3404 Getronics USA, Inc. 585 INDUSTRY DR Bdg 5 TUKWILA WA 98188 -3405 Register Tapes Unlimited 591 INDUSTRY DR Bdg 5 TUKWILA WA 98188 -3405 Environment Control/Tukwila 596 INDUSTRY DR TUKWILA WA 98188 -3404 State Mechanical Co., Inc. 600 INDUSTRY DR #8 TUKWILA WA 98188 -3406 Dashco dba Minuteman Press 547 INDUSTRY DR Bdg 3 TUKWILA WA 98188 -3405 JMJ Corporation 554 INDUSTRY DR TUKWILA WA 98188 -3404 Linda Switzenberg 559 INDUSTRY DR TUKWILA WA 98188 -3405 Homeowners Exchange, LLC 564 INDUSTRY DR Bdg.6 TUKWILA WA 98188 -3404 EZ Rent, Inc. 576 INDUSTRY DR #6 TUKWILA WA 98188 -3404 Communication Mgmt. Services 582 INDUSTRY DR Bdg.6 TUKWILA WA 98188 -3404 MaidPro 589 INDUSTRY DR TUKWILA WA 98188 -3405 Alpha International 593 INDUSTRY DR TUKWILA WA 98188 -3407 SDS Co. 598 INDUSTRY DR #8 TUKWILA WA 98188 -3404 A -Team Security & Patrol 601 INDUSTRY DR TUKWILA WA 98188 -3407 Enterprise Information Sol. 549 INDUSTRY DR TUKWILA WA 98188 -3405 Interstate Protec Secur Svcs 555 INDUSTRY DR Bdg.3 TUKWILA WA 98188 -3405 Corporate Recoveries, Inc. 560 INDUSTRY DR Bdg 4 TUKWILA WA 98188 -3404 Argus Realty, LLC 564 INDUSTRY DR Bdg.6 TUKWILA WA 98188 -3404 Apperson Print Management Sv 577 INDUSTRY DR #5 TUKWILA WA 98188 -3405 Primerica Financial Services 584 INDUSTRY DR TUKWILA WA 98188 -3404 Gordon G.T. & Associates 590 INDUSTRY DR TUKWILA WA 98188 -3404 Kenco, Inc. 595 INDUSTRY DR TUKWILA WA 98188 -3405 J &M Disposal, Inc. 599 INDUSTRY DR #5 TUKWILA WA 98188 -3405 Systematix Controls, Inc. 606 INDUSTRY DR Bdg 8 TUKWILA WA 98188 -3407 Wash. Cities Insurance Auth. 320 ANDOVER PARK E #104 TUKWILA WA 98188 -7623 Global Aircraft Delivery Inc 320 ANDOVER PARK E #230 TUKWILA WA 98188 -7633 Anita S Siu Insur Agency Inc 331 ANDOVER PARK E #100 TUKWILA WA 98188 -7609 Greater Puget Sound Realty 331 ANDOVER PARK E #335 TUKWILA WA 98188 -7642 Burger King 335 ANDOVER PARK E TUKWILA WA 98188 -3318 Wells Fargo Investments, LLC 343 ANDOVER PARK E TUKWILA WA 98188 -7601 Yamada Teriyaki 345 ANDOVER PARK E TUKWILA WA 98188 -7601 Frederick Properties, Inc. 401 ANDOVER PARK E TUKWILA WA 98188 -7695 D & R Sales & Service 455 ANDOVER PARK E TUKWILA WA 98188 -7605 Domestic Abuse Women's Netwk 505 INDUSTRY DR Bdg 1 TUKWILA WA 98188 -3405 NW Minority Business Council 320 ANDOVER PARK E #205 TUKWILA WA 98188 -7635 Coverall of Washington 320 ANDOVER PARK E #250 TUKWILA WA 98188 -7646 Matthew Lambert Insur Agency 331 ANDOVER PARK E #100 TUKWILA WA 98188 -7609 YearRound Tax & Accounting 331 ANDOVER PARK E • #340 TUKWILA WA 98188 -7642 Boeing Travel Management Co. 340 ANDOVER PARK E TUKWILA WA 98188 -7602 Michael Deli Mart 345 ANDOVER PARK E TUKWILA WA 98188 -7601 Fatigue Technology 401. ANDOVER PARK E TUKWILA WA 98188 -7605 J Barber Corporation 410 ANDOVER PARK E TUKWILA WA 98188 -7606 Barmore Personnel 400 INDUSTRY DR #100 TUKWILA WA 98188 -3426 MHS Holdings (My Home Sol.) 537 INDUSTRY DR TUKWILA WA 98188 -3405 Brother Band, Inc. 320 ANDOVER PARK E #210 TUKWILA WA 98188 -7261 Law Office of John J. Chu 320 ANDOVER PARK E #270 TUKWILA WA 98188 -7634 Commercial Agency 331 ANDOVER PARK E #260 TUKWILA WA 98188 -7601 GN Mortgage 331 ANDOVER PARK E #360 TUKWILA WA 98188 -7643 Wells Fargo Bank, 343 ANDOVER PARK E TUKWILA WA 98188 -7601 Skarbos Furniture Whse 345 ANDOVER PARK E TUKWILA WA 98188 -7601 FTI Manufacturing, Inc. 401 ANDOVER PARK E TUKWILA WA 98188 -7605 Team Aero Services, Inc. 455 ANDOVER PARK E TUKWILA WA 98188 -7605 West Coast Bank 400 INDUSTRY DR #110 TUKWILA WA 98188 -3426 Precision Steel Rule Die Co. 544 INDUSTRY DR #4 TUKWILA WA 98188 -3404 • • March 10, 2008 Gity of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF COMPLETE APPLICATION Steve Bosetti Ruhl -Parr & Associates, P.S. 12600 S. E. 38th Street, #130 Bellevue, WA 98006 Subject: Diamond Head Storage, 515 Industry Drive, Tukwila, WA Public Hearing Design Review (L08 -006) SEPA (File #E08 -002) Dear Mr. Bosetti: Your application for SEPA review and Public Hearing Design Review for Diamond Head Storage is considered complete effective March 10, 2008 for purposes of meeting state mandated time requirements. The next step is for you to install the notice board on the site within 14 days of the date of this letter. You received information on how to install the sign with your application packet. If you need . another set of those instructions, please call me. Once you have notified me that the notice board has been installed, you may come to our office to obtain a laminated copy of the Notice of Application that you will post on the board. After installing the sign with the laminated notice, you need to return the signed Affidavit of Posting to our office. The Notice of Application will also be mailed by the City to all tax payers and residents or businesses within 500 feet of the site. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if we believe that such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. RF Q: \Diamond Head Storage L08- 008 \Diamond Head COMPLETE App.DOC - 1 - 03/10/2008 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits. Sincerely, Gam- tV>C. Rebecca Fox Senior Planner RF Q: \Diamond Head Storage L08- 008 \Diamond Head COMPLETE App.DOC - 2 - 03/10/2008 • • City of Tukwila Department of Community Development File Number E O - 0v 2 ENVIRONMENTAL REVIEW ROUTING FORM TO: ❑ Building ❑ Planning ❑ Public Works ❑ Police ❑ Parks/Rec7 Project Name: Th(4- ►M 0 /14 14-ea.61 s e- Address: 5I C Ana ,)S --y Drive Date Transmitted: 31 1010 Response Due by: Staff Coordinator: Pepe CCA- tV X Date Response Received: 0Q Instructions The attached environmental checklist was received for this project. Please review and provide the following information: a) Potential environmental impacts, b) how each should be mitigated (i.e. SEPA condition, ordinance requirement, permit requirement etc.), c) recommended specific language as to how the mitigation measure should read, d) the policy basis for the recommended mitigation (i.e. adopted policy), e) the nexus between the recommended mitigation and the impact, and f) corrections to the checklist and supporting documentation. THIS INFORMATION IS IMPORTANT IN PROVIDING TIMELY AND ACCURATE SERVICE TO THE PUBLIC. Attach additional sheets if necessary. If you find the submittal incomplete and would like to request additional information, please inform the staff planner within five working days! k.°Z) C_OmVnnQ , • Comments Prepared by. Date: 4`5 \p RECEIVED • MAR 1 1 2008 City of Tukwila TUKWILA File Number E l 2 Y PUBLIC WORKS Department of Community Development ENVIRONMENTAL REVIEW ROUTING FORM TO: ❑ Building ❑ Planning Public Works ❑ Police ❑ Parks/Rec Project Name: �t m and N-ea -d Address: ino/,.)s,y- y DtiVe Date Transmitted: 31 i o 1 0 (3 Response Due by: 312-5- / ° g Staff Coordinator: Pepe CCf Fox Date Response Received: Instructions The attached environmental checklist was received for this project. Please review and provide the following information: a) Potential environmental impacts, b) how each should be mitigated (i.e. SEPA condition, ordinance requirement, permit requirement etc.), c) recommended specific language as to how the mitigation measure should read, d) the policy basis for the recommended mitigation (i.e. adopted policy), e) the nexus between the recommended mitigation and the impact, and f) corrections to the checklist and supporting documentation. THIS INFORMATION IS IMPORTANT IN PROVIDING TIMELY AND ACCURATE SERVICE TO THE PUBLIC. Attach additional sheets if necessary. If you find the submittal incomplete and would like to request additional information, please inform the staff planner within five working days! 4- Pis fee- p 15- b q 19 f — 51,odtdh'f- 1 I� 16L UQlktt. h 1)1,0,4/ � De GOA atirreNtI,Ord � Semi -1- iA, /i. °. A' r:..�AL! 1, 0,, pyi-A 2- anx_vrei--f ? M. 02.-rt- 3 -Tko, c Comments Prepared by: Date: (4/ (-l/ • City of Tukwila Department of Community Development File Number E 0 cb , v2_ ENVIRONMENTAL REVIEW ROUTING FORM TO: Building ❑ Planning ❑ Public Works ❑ Police ❑ Parks/Rec Project Name: Address: N 114 0(161 1-1-ea. 5to r e, Ih Ind,>sIiry Drive Date Transmitted: 31 i o 1 ° Response Due by: 312s / 0 e Staff Coordinator: Pepe CC6 tDX Date Response Received: Instructions The attached environmental checklist was received for this project. Please review and provide the following information: a) Potential environmental impacts, b) how each should be mitigated (i.e. SEPA condition, ordinance requirement, permit requirement etc.), c) recommended specific language as to how the mitigation measure should read, d) the policy basis for the recommended mitigation (i.e. adopted policy), e) the nexus between the recommended mitigation and the impact, and f) corrections to the checklist and supporting documentation. THIS INFORMATION IS IMPORTANT IN PROVIDING TIMELY AND ACCURATE SERVICE TO THE PUBLIC. Attach additional sheets if necessary. If you find the submittal incomplete and would like to request additional information, please inform the staff planner within five working days! Comments Prepared by: • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan @ci.tukwila.wa.us eA)Nitiffrr GOq SEPA ENVIRONMENTAL REVIEW APPLICATION STAFF USE ONLY SIERRA TYPE P -SEPA /FOR Planner: (LgP)eC `,k fox File Number: E-00-009, Application Complete (Date: ) Project File Number: P 1"E ,--04-0 Application Incomplete (Date: ) Other File Numbers: • I.vB DOG NAME OF PROJECT/DEVELOPMENT: Diamond Head Storage LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. 515 Industry Drive Parcel No. 0223400070 Quarter: Section: Township: Range: (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: Stephen Bosetti — Ruhl -Parr & Associates, P.S. Architects Address: 12600 SE 38th Street, Suite 130 Bellevue, WA 98006 Phone:: 425 - 644 -4000 FAX: 425 - 643 -4115 Date: F 008 RECEIVED FEB 12 2008 nEC�O�MMUNIITTYY -3- 07115 City of Tukwila SEPA Environmental Review lTZU6vts�da't llrmN5] STATE ENVIRONMENTAL CHECKLIST Please respond to all questions. Use separate sheets as necessary. An electronic version of this form is available from the Department of Community Development. Applicant Responses: A. BACKGROUND 1. Name of proposed project, if applicable: Diamond Head Storage.. 2. Name of Applicant: Ruhl -Parr & Associates. P.S. 3. Date checklist prepared: February 6. 2008. 4. Agency requesting checklist: City of Tukwila. 5. Proposed timing or schedule (including phasing, if applicable): Start construction September 1, 2008. 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No. 7. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. See "Endangered Species Act Screening Checklist ", attached. 8. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No. Agency Comments RFCEIV D IFIFI{$ .12 2008 -1- 07115 City of Tukwila SEPA Environmental Review 020608.doc [07/0'/05]' • • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 9. List any government approvals or permits that will be needed for your proposal. Design Review Approval. Building Permit. 10. Give brief, complete description of your 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 site area is approximately 149,194 SF. The project consists of a four (4) -story storage facility of 189,616 SF. Each floor is 47,404 SF. There is also a one (1) -story RV storage facility of 14,802 SF. 11. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, the tax lot number, and section, township, and range. 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 reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The project is located in an existing industrial park at 151 Industry Drive. The parcel number is 0223400070. 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? No. RECEIVED FEB 12 2000 COMM .:if-FY i@1A1 E4T -2- 07115 City of Tukwila SEPA Environmental Review 020608.doc [07/05/05] • • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other: b. c. d. The site is generally flat. What is the steepest slope on the site (approximate percent slope)? The steepest slope on site is approximately 2 percent. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland According to the King County Soils Survey the site consists of Urban land (Ur). Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. None are known to exist to our knowledge. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. mil QP c. o C y Approximately cubic yards of ut and ill material will be required to prepare the site for future building construction. Lam' Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Erosion could occur during the construction phase, depending on weather conditions. Erosion control measures will be designed and implemented per City of Tukwila standards. Agency Comments !RECEIVED FEB 12 2008 OEVE.LOP .p _.. ;T -3- 07115 City of Tukwila SEPA Environmental Review 020608.doc 107/05/05] • • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 80 percent of the site will be covered with impervious surface after proiect completion. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: A temporary erosion and sedimentation control plan will be designed and implemented per City of Tukwila standards to reduced and control impacts 2. Air a. What types of emissions to the air would result from the proposal (for example, dust, automobile odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. During construction emissions from construction equipment will be present. Following completion of the proiect, emissions from vehicular traffic to and from the proiect will be present. 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: Construction equipment will meet state emission standards. No other measure is proposed. RECEIVED FEB 12 200,8 C0MMMUN(1 DEVELOPR!LNT -4- 07115 City of Tukwila SEPA Environmental Review 020608.doc [07/05/05] • • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 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, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. The Green River is located approximately 700 feet east of the project site. 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. No. 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 fill or dredge material will be placed in or removed from surface water. 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No surface water withdrawals are proposed. 5. Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. No. DECEIVED FEB 12 2008 COMMUNITY DEVELOPMENT -5- 07115 City of Tukwila SEPA Environmental Review 020608.doc [07/05/05] • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 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 waste materials will be discharged to surface water under this proposal. 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 surface water will be withdrawn or water discharged to groundwater. 2. Describe waste materials 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: Public sanitary sewer is proposed to serve the buildings on site. No waste water will be discharged to the ground. 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? Will this water flow into other waters? If so, describe. The source of stormwater runoff will be from pavement areas and building roof tops. All stormwater will be conveyed via tightline storm pipe and receive water Quality treatment prior to discharging into the existing storm system in Andover Park East 2. Could waste materials enter ground or surface waters? If so, generally describe. No. RECEIVED `FEB 12 no cLommuNi-rY ME1.4 AiigtT -6- 07115 City of Tukwila SEPA Environmental Review 020608.doc [07/05/05] Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: The storm drainage system will be designed and constructed to meet City of Tukwila standards. 4. Plants a. Check or circle types of vegetation found on the site: b. What kind and amount of vegetation will be removed or altered? Current on -site landscaping will be removed for construction of the proposed project. c. List threatened or endangered species known to be on or near the site. None are known to exist to our knowledge. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: New landscaping designed to City of Tukwila standards will enhance vegetation on site. RECEIVED FEB 12 2008 coMMum-r DEVZLPPM NT -7- 07115 City of Tukwila SEPA Environmental Review 020608.doc [07/05/05] Deciduous tree: alder, maple, aspen, other Evergreen tree: fir, cedar, pine, other X Shrubs X Grass Pasture Crop or grain Wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other Water plants: water lily, eelgrass, milfoil, other Other types of vegetation b. What kind and amount of vegetation will be removed or altered? Current on -site landscaping will be removed for construction of the proposed project. c. List threatened or endangered species known to be on or near the site. None are known to exist to our knowledge. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: New landscaping designed to City of Tukwila standards will enhance vegetation on site. RECEIVED FEB 12 2008 coMMum-r DEVZLPPM NT -7- 07115 City of Tukwila SEPA Environmental Review 020608.doc [07/05/05] Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 5 Animals a. Circle any birds or animals which have been observed on or near the site or are known to be on or near the site: Birds Mammals Fish Other Hawk, heron, eagle, songbirds, other: Deer, bear, elk, beaver, other: Bass, 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 to our knowledge. c. Is the site part of a migration route? If so, explain. The site is likely part of the Pacific Flyway for migratory birds. d. Proposed measures to preserve or enhance wildlife, if any: The inclusion of on -site landscaping will help to preserve and enhance wildlife. 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. The project is expected to require electricity and natural gas to meet the heating and lighting needs. b Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No -8- 07115 City of Tukwila SEPA Environmental Review 020608.doc [07/05/05] • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 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 proposed building will be designed in compliance with state energy codes. No other specific measures are proposed. 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. None are known to exist to our knowledge. 1. Describe special emergency services that might be required. Other than fire, police and medical services already available in the area, no special emergency needs are anticipated. 2. Proposed measures to reduce or control environmental health hazards, if any No specific measures are proposed. b. Noise 1. What types of noise exist in the area, which may affect your project (for example: traffic, equipment, operation, other)? Vehicular traffic along Andover Park East and Industry Drive will exist but is not anticipated to affect the project. FiRCRIVRD FEB 12 2006 COMMUNITY DEVELOPMENT -9- 07115 City of Tukwila SEPA Environmental Review 020608.doc [07/05/05] • • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 2. What types and levels of noise would be created by or associated with the project on a short -term or long -term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. On a short term basis noise from construction equipment will be present. These noise impacts will be transitory and will be limited to daylight hours between 7:00 am and 6:00 pm. On a long term basis vehicular traffic to and from the site will be present but noise levels are not anticipated to negatively affect surrounding properties. 3. Proposed measures to reduce or control noise impacts, if any: Construction equipment will meet state standards. No other specific measures are proposed. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Industrial manufacturing. b. Has the site been used for agriculture? If so, describe. No. c. Describe any structures on the site. There are three (3) one -story buildings existing on the site. d. Will any structures be demolished? If so, what? Three (3) one -story buildings to be demolished. RECEIVED FEB 12 2O COMMUNITY pgygl..gpoo, T -10- 07115 City of Tukwila SEPA Environmental Review 020608.doc 107/05/05] • • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments e. What is the current z ing classification of the site? The zoning is " C ". ' " G f. What is the current comprehensive plan designation of the site? 0 g. The comprehensive plan designation is " 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. No. i. Approximately how many people would reside or work in the completed project? Two (2) workers full -time. Approximately how many people would the completed project displace? Unknown. k. Proposed measures to avoid or reduce displacement impacts, if any. The owner is relocating existing tenants to other properties. C!IVED FEB 12 2008 COMMUNITY DEVELOPMENT -11- 07115 City of Tukwila SEPA Environmental Review 020608.doc [07/05/05) • • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The project has been designed to enhance the existing neighborhood. 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: N /A. 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? 5Gt The tallest height is0 ". The principal exterior materials are concrete, metal roofing, and glass. b. What views in the immediate vicinity would be altered or obstructed? Views to industrial buildings. REOWIVED FEB 12 2000 COMiMUNlTY DEVEL9PME=NT -12- 07115 City of Tukwila SEPA Environment`a1tRe ,ew 020608.doc [07/05/05] Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments c. Proposed measures to reduce or control aesthetic impacts, if any: The proiect has been designed with varied massing, form and color. Ample landscaping has been included as well. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Site lighting will be used for security in the parking areas. t_ t 1t - Wall 5lgD)bJlld,.4q liigiitt • b. Could light or glare from the finished project be a safety hazard or interfere with views? No. tA jIAf kriAAll c. What existing off -site sources of light or glare may affect your proposal? Existing street lights. d. Proposed measures to reduce or control, light and glare impacts, if any: All site lighting is designed to be contained on site. 12. Recreation a. What designed and informal recreational opportunities are in the immediate vicinity? Unknown. PECLEIVED FEB 12 2098 .KY ,�i11 lutlITY LIT -13- 07115 City of Tukwila SEPA Environmental Review 020608.doc [07/05/05] • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: A meandering sidewalk has been provided within the landscape areas. 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. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None. c. Proposed measures to reduce or control impacts, if any: N /A. 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 proiect immediately fronts Andover Park East and Industry Drive. Proposed ;VED access will be to both Andover Park East and Industry Drive. FEB 12 2008 COMMUNITY DEVELOPMENT -14- 07115 City of Tukwila SEPA Environmental Review 020608.doc [07/05/05] • • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? The nearest transit location is unknown. c. How many parking spaces would the completed project have? How many would the project eliminate? The project will have thirty -three (33) parking stalls. One hundred thirteen (113) stalls have been 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). Frontage road improvements may be required to include curb, gutter, sidewalk and street lightina. Traffic and pavement mitigation fees may also be required. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. The project is bounded on one side by the Union Pacific Rail Road but it is not anticipated that rail service would be utilized to serve this project. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. g. Unknown. ! 'iY pS d iii C 1 116.74 0 At Jett' Catn�.A u ( ez o ) Proposed measures to reduce or control transportation impacts, if any: Frontage road improvements and payment of mitigation fees would help reduce and control transportation impacts. RECEIVED FEB 12ZQO1] COMgAUNIT( City �2O -i�''P E°' ] -1 5- 07115 Cit of Tukwila SEPA Environmental Review oc �/0 /OS • • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 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 project will result in an incremental increased need for public services including fire, medical and police services. b. Proposed measures to reduce or control direct impacts on public services, if any. Waterline improvements, added fire hydrants and sprinkler building will help to control and reduce impacts. 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system other 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. Electricity: Puget Sound Energy Natural Gas Puget Sound Energy Telephone: ()West Water: City of Tukwila Sanitary Sewer: City of Tukwila Cable: Comcast C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is re 4 : on them to make its decision. Signatu Date Submitted: e( 2oog (NON- PROJECT PROPOSALS (E.G., SUBURBAN PLANS AND ZONING CODE TEXT CHANGES) MUST COMPLETE THE FOLLOWING PAGES). RECEIVED FEB 12 2006 COMMUNITY DEVELOPMENT -16- 07115 City of Tukwila SEPA Environmental Review 020608.doc [07/05/05] • • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments -17- 07115 City of Tukwila SEPA Environmental Review 020608.doc [07/05/05] Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments D. SUPPLEMENTAL SHEET FOR NON - PROJECT ACTIONS (Do not use this sheet for project actions) Because these questions are very general, it may be helpful to read them in conjunction with the list of elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the proposals be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise? Proposed measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? -18- 07115 City of Tukwila SEPA Environmental Review 020608.doc [07/05/051 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitats, historic or cultural sites, wetlands, floodplains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Proposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or public service and utilities? -19- 07115 City of Tukwila SEPA Environmental Review 020608.doc 107/05/051 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments Proposed measures to reduce or respond to such demand(s) are: 7. Identify, if possible, whether the proposal may conflict with Local, State, or Federal laws or requirements for the protection of the environment. -20- 07115 City of Tukwila SEPA Environmental Review 020608.doc [07/05/05] • • SEPA APPENDIX • Legal Description • Vicinity Map (Ref. Thomas Guide, page • Reduction of Plan Set (81/2" x 11" no scale), including: > Preliminary Plat Site Plan (Sheet 1 of 2) > Preliminary Road and Drainage Plan (Sheet 2 of 2) • King County Soil Survey (Excerpt) FEMA FIRM Floodplain Map No: City of Tukwila Endangered Species Act Screening Checklist Date: February 4, 2008 Applicant Name: Reit Management & Research, LLC Street Address: 617 Industry Drive City, State, Zip: Tukwila, WA 98188 Telephone: Directions This Screening Checklist has been designed to evaluate the potential for your project to result in potential "take" of Chinook salmon, Coho salmon, or Cutthroat trout as defined by Section 9 of the Endangered Species Act. The checklist includes a series of "Yes" or "No" questions about your project, organized into four parts. Starting with Part A on Page 1, read each question carefully, circle "Yes" or "No," and proceed to the next question as directed by the checklist. To answer these questions, you may need to refer to site plans, grading and drainage plans, critical areas studies, or other documents you have prepared for your project. The City will evaluate your responses to determine if "take" is indicated. P: \Planning Forms \Applications \2007 Applications \SEPAApp- 12- 07.doc RECEIVED FEB 12 200 aggrwaLthl Part A: Please review and answer each question carefully. Consider all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1 -0 Will the project require any form of grading? Grading is defined as any excavating, filling, clearing, or creation of impervious surface, or any combination thereof, which alters the existing ground surface of the earth (TMC 18.06.370). Please circle appropriate response. NO - Continue to Question 2 -0 YES - Continue to Question 1 -1 (Page 3) 2 -0 Will the project require any form of clearing? Clearing means the removal or causing to be removed, through either direct or indirect actions, any vegetation from a site (18.06.145). Please circle appropriate response. NO - Continue to Question 3 -0 YES - Continue to Question 2 -1 (Page 4) 3 -0 Will the project require work, during any time of the project, below the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers or in wetlands? Ordinary high water mark is the mark that is found by examining the bed and banks of a stream and ascertaining where the presence and action of waters are so common and usual as to distinctly mark the soil from that of the abutting upland, in respect to vegetation (see TMC Chapter 18.06, Page 18 -15). Please circle appropriate response. 1N01- Continue to Question 4 -0 YES - Continue to Question 3 -1 (Page 5) 4 -0 Will the project result in the processing or handling, storage, or treatment of hazardous substances? This does not include the proper use of fuel stored in a vehicle's fuel tank. Hazardous substances are any liquid, solid, gas, or sludge, including any material, substance, product, commodity, or waste, regardless of quantity, that exhibits the characteristics or criteria of hazardous waste as defined by Washington Administrative Code 173 -303 (TMC 18.06.385). This includes fuel or other chemicals stored on -site during construction. Please circle appropriate response. 1 NO1- Continue to Question 5 -0 YES - Continue to Question 5 -0 5 -0 Will the project result in the withdrawal, injection, or interception of groundwater? Examples of projects that may affect groundwater include, but are not limited to: construction of a new well, change in water withdrawals from an existing well, projects involving prolonged construction dewatering, projects installing French drains or interceptor trenches, and sewer lines. For the purpose of this analysis, projects that require a geotechnical report pursuant to the requirements of TMC 18.45.060 or would require a geotechnical report if not exempt should answer Yes. Please circle appropriate response. 1 NO - Continue to Question 6 -0 YES - Continue to Question 6 -0 P:\ Planning Forms \ Applications \ 2007 Applications\ SEPAApp- 12- 07.doc City of Tukwila ESA Screening Checklist Part A (continued) 6 -0 Will the project involve landscaping or re- occurring outdoor maintenance that includes the regular use of fertilizers, pesticides, or herbicides? This does not include the one -time use of transplant fertilizers. Landscaping means natural vegetation such as trees, shrubs, groundcover, and other landscape materials arranged in a manner to produce an aesthetic effect appropriate for the use of the land (TMC 18.06.490). For the purpose of this analysis, this includes the establishment of new lawn or grass. Please circle appropriate response. — Checklist Complete NO YES — Checklist Complete Part B: Please answer each question below for projects that include grading. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1 -1 Will the project involve the modification of a watercourse bank or bank of the Green/Duwamish or Black Rivers between the ordinary high water mark and top of bank? This includes any projects that will require grading on any slope leading to a river or stream, but will not require work below the ordinary high water mark. Work below the ordinary high water mark is covered in Part C. Please circle appropriate response. NO - Continue to Question 1 -2 YES - Continue to Question 1 -2 1 -2 Could the construction, operation, or maintenance of the project result in sediment transport off site or increased rates of erosion and/or sedimentation in watercourses, the Green/Duwamish rivers, or the Black River? Most projects that involve grading have the potential to result in increased erosion and /or sedimentation as a result of disturbances to the soil or earth. If your project involves grading and you have not prepared a Temporary Erosion and Sedimentation Control Plan specifically designed to retain 100 percent of the runoff (including during construction) from impervious surface or disturbed soils, answer Yes to this question. If your project is normally exempt under the Tukwila Municipal Code and would not require the preparation of a Temporary Erosion and Sedimentation Control Plan, BUT may still result in erosion or sediment transport off site or beyond the work area, answer Yes to this question. Please circle appropriate response. NO - Continue to Question 1 -3 - Continue to Question 1 -3 YES 1 -3 Will the project result in the construction of new impervious surfaces? Impervious surfaces include those hard surfaces which prevent or restrict the entry of water into the soil in the manner that such water entered the soils under natural conditions prior to development; or a hard surface area that causes water to run off the surface in greater quantity or at an increased rate of flow from the flow presented under natural conditions prior to development. Such areas include, but are not limited to, rooftops, asphalt or concrete paving, compacted surfaces, or other surfaces that similarly affect the natural infiltration or runoff patterns existing prior to development (TMC 18.06.445). Please circle appropriate response. - Continue to Question 2 -0 (Page 2) NO YES - Continue to Question 1 -4 RECEIVED FEB 12 X908 d t� ITY City of Tukwila ESA Screening Checklist Part B (continued) 1 -4 Will your project generate stormwater from the creation of impervious surfaces that will not be infiltrated on site? For the purpose of this analysis, infiltration includes the use of a stormwater treatment and management system intended to contain all stormwater on site by allowing it to seep into pervious surface or through other means to be introduced into the ground. If your project involves the construction of impervious surface and does not include the design of a stormwater management system specifically designed to infiltrate stormwater, answer Yes to this question. Please circle appropriate response. NO - Continue to Question 2 -0 (Page 2) - Continue to Question 2 -0 (Page 2) Part C: Please review each question below for projects that include clearing. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 2 -1 Will the project involve clearing within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3 -0 (Page 2) . YES - Continue to Question 2 -2 2 -2 Will the project involve clearing of any trees within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? A tree is defined by TMC 18.06.845 as any self - supporting woody plant, characterized by one main trunk, with a potential diameter - breast- height of 2 inches or more and potential minimum height of 10 feet. Please circle appropriate response. NO - Continue to Question 2 -3 YES - Continue to Question 2 -3 2 -3 Will the project involve clearing of any evergreen trees from within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis evergreen means any tree that does not regularly lose all its leaves or needles in the fall. Please circle appropriate response. NO - Continue to Question 2 -4 YES - Continue to Question 2 -4 2 -4 Will the project involve clearing within 100 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3 -0 (Page 1) YES - Continue to Question 2 -5 2 -5 Will the project involve clearing within 40 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NOI- Continue to Question 3 -0 (Page 2) YES - Continue to Question 3 -0 (Page 2) RECEIVED FEB 12 2000 ©OMMUNtT1 DEVELOPMENT City of Tukwila ESA Screening Checklist Part D: Please review each question below for projects that include work below the ordinary high water mark of watercourses or the Duwamish/Green or Black Rivers or in wetlands. Review each question carefully, considering all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 3 -1 Will the project involve the direct alteration of the channel or bed of a watercourse, the Green/Duwamish rivers, or Black River? For the purpose of this analysis, channel means the area between the ordinary high water mark of both banks of a stream, and bed means the stream bottom substrates, typically within the normal wetted -width of a stream. This includes both temporary and permanent modifications. Please circle appropriate response. NO - Continue to Question 3 -2 YES - Continue to Question 3 -2 3 -2 Will the project involve any physical alteration to a watercourse or wetland connected to the Green/Duwamish River? For the purpose of this analysis, "connected to the river means" flowing into via a surface connection or culvert, or having other physical characteristics that allow for access by salmonids. This includes impacts to areas such as sloughs, side channels, remnant oxbows, ditches formed from channelized portions of natural watercourses or any area that may provide off channel rearing habitat for juvenile fish from the Duwamish River. This includes both temporary construction alterations and permanent modifications. Watercourses or wetlands draining to the Green/Duwamish River that have a hanging culvert, culvert with a flap gate, diversion, or any entirely man -made or artificial structure that precludes fish access should answer Yes to this question. Please circle appropriate response. NO - Continue to Question 3 -3 YES - Continue to Question 3 -3 3 -3 Will the project result in the construction of a new structure or hydraulic condition that could be a barrier to salmonid passage within the watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, a barrier means any artificial or human modified structure or hydraulic condition that inhibits the natural upstream or downstream movement of salmonids, including both juveniles and adults. Please circle appropriate response. NO - Continue to Question 3 -4 YES - Continue to Question 3 -4 3 -4 Will the project involve a temporary or permanent change in the cross - sectional area of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, the cross- sectional area is defined as a profile taken from the ordinary high water mark on the right bank to the ordinary high water mark on the left bank. Please circle appropriate response. INO - Continue to Question 3 -5 YES - Continue to Question 3 -5 3 -5 Will the project require the removal of debris from within the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, debris includes, but is not limited to fallen trees, logs, shrubs, rocks, piles, rip -rap, submerged metal, and broken concrete or other building materials. Projects that would require debris removal from a watercourse or the Green/Duwamish or Black Rivers as part of a maintenance activity should answer Yes to this question. Please circle appropriate response. RECEIVED 'FEB 12 2 COMMUMITY City of Tukwila ESA Screening Checklist NO - Continue to Question 3 -6 YES - Continue to Question 3 -6 3 -6 Will the project result in impacts to watercourses or wetlands that have a surface connection to another watercourse or the Green/Duwamish or Black Rivers but do not contain habitat conditions that support salmonid use? Such areas may include, but not be limited to hillside seeps and wetlands isolated from the watercourse or river that have a surface water connection to the watercourse or river but are not assessable, nor would be assessable to salmonids under natural conditions. Wetlands with a "functions and values" rating for baseflow /groundwater support of 9 and above (or moderate) as described in Cooke (1996) should be included. Please circle appropriate response. - Continue to Question 3 -7 NO YES - Continue to Question 3 -7 3 -7 Will the project include the construction of artificial waterways or wetlands connected to a watercourse containing salmonids? For the purpose of this analysis, the construction of artificial waterways or wetlands includes wetlands, channels, sloughs, or other habitat feature created to enhance wildlife use, particularly waterfowl use, or may be attractive to wildlife, particularly waterfowl. Please circle appropriate response. 1 NO I- Continue to Question 3 -8 YES - Continue to Question 3 -8 3 -8 Will the project include bank stabilization? For the purpose of this analysis, bank stabilization includes, but is not limited to, rip -rap, rock, log, soil, or vegetated revetments, concrete structures, or similar structures. Please circle appropriate response. 1 NO1- Continue to Question 4 -0 (Page 2) YES - Continue to Question 4 -0 (Page 2) ftliCE VEf DEB i00� EVE op DEVE_ ,- T 01- 31 -'0E 11:05 FROM- publicworks /dcd 2064313665 T -937 P052 /003 F -159 Public Works Department 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 206.433.0179 CONCURRENCY TEST NOTICE WATER For all development except one single - family residence, 2 -9 lot short plats, four -plex or smaller multi - family residence, non - residential development that is categorically exempt from SEPA. Submit a detailed project description including location, exisiting failities, and proposed facilties. PROJECT ADDRESS: Contact's Name: Contact Phone #: Contact Address: g frtl/t; v„'01.1 PARCEL #: r5o d5 T i /-1 Z - G 4141 — 44G6 Contact e-mail: PASSED This test notice is valid for one -year from signature date. Capacity of the concurrency facilities with addition of capacity of the proopsed development is equal to or better than capacity required do maintin the established level of service standard. DOES NOT PASS 1. Fire flow would be approximately gpm for hour(s). 2. Water service will require the following improvemet(s) to pass the concurrency test: a) Installation of feet of -inch water main to tech the site; and/or b) Construction of a distribution system on the site; and/or c) Other: 3. The water system i :vement will require an amendment to the Comprehensive Water System Plan. By: Print Name: Sr. Utility Fngineer Approved 01.01.2006 Date RECEIVED FEB 12 2003 commIimiT`Y CLT 01- 31 -'08 11:05 FROM- publicworks /dcd 2064313665 T -937 P003/003 F -159 Public Works Department 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 206.4310179 CONCURRENCY TEST NOTICE SEWER For all development except a single - family residence, 2 -9 lot short plats, four -plex or smaller multi- family residence, or a non - residential development that is categorically exempt from SEPA. Submit a detailed project description including location, existing facilities, and proposed facilities. PROJECT ADDRESS: 516 I 'I'2v5 1 /t PARCEL #: Contact's Name: S ' e (3 S TT? Contact Phone #: '41 2- S' G � " `f('-"" Contact e- snail: Contact Address: .?c PASSED This test notice is valid for one -year from signature date. Capacity of the concurrency facilities with addition of capacity of the proposed development is equal to or better than capacity required to maintain the established level of service standard. DOES NOT PASS 1. Sewer service will require the following improvement(s) to pass the concurrency test: a) Installation of and/or feet of -inch water main to reach the site; b) Construction of a distribution system on the site; and/or c) Other: 2. The water system improvement will require an amendment to the Comprehensive Water System Plan. By: Print Name: Sr. Utility EngiuDeer Approved 01.012006 Date RECEIVED WEB 1.2 2008 COA8mu tT ' ,DEVE Public Works Department 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 206.433.0179 CONCURRENCY TEST NOTICE SURFACE WATER For all development except one single - family residence, 2 -9 lot short plats, four -piex or smaller multi - family residence, or non - residential development that is categorically exempt from SEPA. Submit a detailed project description including location, existing facilities, and proposed facilities. PROJECT ADDRESS: .5/S ivGY/. ' . !I:). PARCEL #: OZZ30 —(,O7D Contact's Name: &76Y j)yf Contact Phone #: ti?S) ZS/ (22Z_ Contact e-mail: [cyidieye,,,l. CoM Contact Address: $ge611qd cam/ CCh/..ar/Z:21/6 eAteAvEze.4 —,r&/y )0 PASSED This test notice is valid for 90 -days from signature date. Capacity of the concurrency facilities combined With the addition of any detention (if required) for the proposed development is equal to or better than capacity required to maintain the established level of service standard. Compliance with the City's adopted Surface Water Manual ensures concurrency and any additional items noted below. Additional items: By: DOES NOT PASS Print Name: !_Ryan D Larson Sr. Surface Water Engineer Approved 01.20.2006 eV//08 Date RECE1 V : 5 IFEB 12 attd1Vti . tGPRilENT h! • COVER SHEET TUKWILA, WA A PORTION OF THE SW 1/4 OF THE NW 1/4 OF SECTION 25 AND THE SE 1/4 OF THE NE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. 1IDEX OF SHEETS CI of 7 COVER SHEET C2 of 7 DEMOLITION PAN C3 of 7 TIME EROSION SEAENTATION CONTFIOL PLAN C4 of 7 PMNARY ORADNO AND STORM DRANAGE PLAN CS of 7. PREJAINARY WATT3i AND SANITARY SEWER PLAN CS of 7 CONSTRUCTION NOTES AND DETAL S C7 of 7 CONSTRUCTION NOTES AND DETAILS STRANDER BLVD RR .172nd ST. NINHLo48LV LEGAL DESCRIPTIO PARCEL A-1 ALL MAT POR110N 101 RECORDED VOILA 1 CWNIY, DINO BORN f 5E331610 AT ME SOUL THENCE L RY OF 210.37 FEET, 1NROII OF 20.25 4901 TO DIE DACE SOUTH Bstr32 90101 IS 1HE 10RNONUS SBURE 10 THE COY OF DATE OF SURVEY FRID AMA BY 6001 SEFREMBER, 24707 A11 HORIZONTAL DATUM 1HE BASS OF BEARING 1 A 121E BEIMR9N VISOOT 1384 ARE HELD FOR HI 136 WAS HELD FOR NISI VERTICAL DATUM — 109 _ VEROFAL DA71AI FOR 1015 HEED FOR 0.60110) 1'001 020 CPR 6060 (UAL,) 1 1110'I0O 10011001 019 O AAA 1E ® AAA Ar 0v ■ o NON PPM 000 ❑ 001 sou coo O Arr 444E 00 QA1raR m1A rtr i aOIB 113111.15174 O 03 OMR goo • as WE 6T riot rut 9►9 A 1R NAMpq 18 IRA Met IND D 111100D1 VOR 00 It OODIO OA 1C WAX OM CIO Ow NO MIA N AOmNOON CPA A410440 AL 3010! YOROYE KIND REGISIFAD nAS1140 551 3]7 MAY BE OOArED FROM THE INSOURCED OR BY caw I• VV 111111007011 AF PUBLIC IOP'Jpp P,101,1 BM0NINI F-oEYSNE OLMI V "semetarom UPON COHRFRON CV coma TRECK DRIVE 62.-0" NEW SIDEWALK INDUSTRY DRIVE 160.-0" 210 14'/15' 1 (3 _ , _rn....._, -,......;•=e-'—'7u.40, , ) ' ----3' 0.25 630 ., 0.46 300 15'/20' 7 6 (18) 25 2.12 7,500 5.51 288 298(894) 1182 1182 136,114.2 .. - i OUTDOOR 1., I AMENITY AREA I SEE L-1 FOR FURNITURE LANDSCAPE VESTIBULE LEV ACH 26.-0" - 20' PROPERTY LINE 20.-0" 4 STORY STORAGE BUILDING 47,404 GROSS AREA PER FLOOR, 189,616 SF TOTAL AREA )UT EXISTING / TREES :71 OUTDOOR AMENITY AREA SEE L-1 FOR FURNITURE 20-0" LANDSCAPE 222.-0" 40.-0" / B)CYCLE /PARKING / VESTIBULE OFFICE ly-019*-01, 3 LARGE PREFERED PARKING STALLS (ALTERNATIVE FUEL VEHICLES) — _L OARING STALLS 224 SF RECYCLING AREA LANDSCAPE LANDSCAPE 9 L RGE1PA LANDSCAPE KING ST ILLS j, TRASH ENCLOSURE EDGE OF PAVEMENT INK. 40 / / N nR TH • DESIGN EFFICIENCY CALCULATION: GROSS AREA PER FLOOR - 46,400 SF x 4 = 185,600 SF 1ST FLOOR STORAGE AREA = 32,937 SF UPPER FLOOR STORAGE AREA = 34,392.4 SF x 3 = 103,177.2 SF ALL FLOORS STORAGE AREA = 136,114.2 SF MECHANICAL SHAFTS = +/- 800 SF STORAGE AREA SUMMARY = 136,114.2 - 800 = 135,314.2 SF EFFICIENCY .... 136,114.2 / 185,600 = 73 % PROJECT STATISTICS SITE AREA 149,194 +/- SF 4 STORY BLDG: OCCUPANCY - S-2 GA 47,404 SF CONSTRUCTION TYPE: II-1 1 STADV en, — 6, 6, 6, 6, 5/15/08 4/15/08 D RS STAFF MEETING PREIJMINART PRICING S REV OAT( D ESCRIPTION PROJECT 1.14ACEA OACIVECT/ MOWER DRAIN OCCNED 8V SWB VS RPA JWM 75OrSERSICE ARE R .4 0m lawn ea &oraje, Tukwila WA Northwest Perspective Job no: 07-115 Date: 06/03/08 Ruhl-Parr & Associates9 P.S. Architects - Planners A VelociTel Company 12600 S.E. 38th Street Suite 130 ArdiftectsiRuhl—Parr.corn Bellevue. WA 98006-1399 (425) 644-4000 (425) 643-4115 Fax STORAGE LAY OUT STATISTICS: • SIZE SF 1ST FLR 2ND-4TH : SUM. SF SUM. 3.75 / 9.66 36.225 1 3.75 / 10.66 39.975 3.75/11 41.25 5110 50 5/14 70 5115 .5.66/10 ' . 56.60 1 36.225 3 ..119.925 123.75 110 . 5,500 3 210 225 113.2 5.66 /12.6 70.75 ..7.5/11 82.50 9.33 / 10 93.30 10 / 10 100 .10/14 140 10 / 14.33 143.30 "1 0/15 150 1 ' 3 212.25 10/20 2 6 , 495 10.66 / 14 2 6 559.8 14/15 265 '258. 1039 .103,900 .15/15 5 .15 2,100 15/15.33 2 6 859.8 157 20 22 26 100 15,000 200. 149.24 210 225 229.95 300 3 447.72 3 .630 3 675 1 .;229.95 1344 - 138,937.62 TRECK:DRIVE INDUSTRY DRIVE 142' -0- 80' -0' NEW SIDEWALK -�� DESIGN EFFICIENCY CALCULATION: - .. GROSS AREA PER FLOOR - 48,238.3 SF x 4 = 192,953.1 SF 1ST FLOOR STORAGE AREA = 34,176.75 SF UPPER. FLOOR STORAGE AREA =. 34,912.95 SF. x 3 = 104,738.85 SF ALL FLOORS STORAGE AREA = '.138,915.6 SF EFFICIENCY .... 138,915.6 / 192,953.1 =- .71.99 % PROJECT STATISTICS - - SITE AREA - 149,194 +/- SF - - 4 STORY BLDG: OCCUPANCY - 8-2 GA 47,404 SF CONSTRUCTION TYPE: 8$ -1 STORY RV STORAGE: OCCUPANCY: S -2 GA 14,802 SF CONSTRUCTION TYPE: V-B PARKING STALLS: NITY FUR�I ITWiE COVERED PARKING. LANDSCAP LOADING STALLS: 13 HC STALLS: 4 LOW EMISSION CARS: 3 LARGE PARKING STALLS: 16 PARKING STALLS SUMMARY: 36 4 STORY STORAGE BUILDIN GROSS AREA PER FLOG R • 189,616 SF TOTAL AREA LANDSCAPE OUTDOOR AMENITY AR .SEA L -1 FOR - 14JRNITURE SIDEWALK 'EXISTING • TREES MECHANICAL UNITS . /. GHT OUT • RIGHT IN B -�� LANDSCAPE 3 LARGE PREFERED PARKING STALLS (LOW EMISSION & FUEL- EFFICIENT VEHICLES)_ 230 SF TRASH . ENCLOSU 8Z E. EDGE OF PAVEMENT • DSCAPE 1. I 1 I • I • I. I " I 'I :1 1 I I 1 1 I {. I 1 STORY'17x RV STORAGE 13,398 SF . 'I I I r I I. 1 . I LOW LANDSCAPED AREA 6%0" HIGH 272' -6' "-PROPERTY UNE METAL PICKET FENCE EXISTING BLDG DRAWING INDEX A1.0 SITE PLAN - A1.1 SITE DETAILS . A2.1 -1ST FLOOR PLAN A2.2 2ND FLOOR PLAN - A2.3 3RD FLOOR PLAN A2.4 4TH FLOOR PLAN A2.5 ROOF PLAN A2.6 RV STORAGE PLANS AND ELEVATIONS A3.1 MAIN. STORAGE BUILDING DING SOUTH AND WEST ELEVATION A3.1A 1ST FLOOR METAL FRAME SYSTEM- -. ISOMETRIC VIEW A3.2 . MAIN STORAGE BUILDING NORTH AND EAST ELEVATION L1 PRELIMINARY LANDSCAPE PLANTING .'.PLAN. l2 PRELIMINARY LANDSCAPE PLANTING MATERIAL AND LEGEND L3 .. PREUMINARY LANDSCAPE PLANTING ELEVATIONS L4 PREUMINARY LANDSCAPE PLANTING NOTES AND DETAILS E -1 ' SITE UGHTING PLAN E -1A SITE LIGHTING PLAN AND LIGHTING LEGEND A A 0 A A 0 0 A 0 A A A 0 0 7w.' ,rwwC =WTQ .RUro S/aN SAAR MS/u. DAl[ P IMA NAAR an iE ■serma DO SPA. AMINE n B nr. w.00G £, ADAM ALAN MA Pr SW9 vs RPA O 1020 P/ Ruhl -Pan 8 Associates, P.S. PAMm SITE PLAN & NOTES PP MAP 07 -115 PELERO /93 A1.0. RECEIVED "'VP 16 mM LANDSCAPE 7 HILT -UP OONCRETE PAINTED TO MATCH 'BUILDING 811 1050 - . 'WEATHERED OAK' LANDSCAPE TYP. BOLLARD MEDIUM BROOM FW191 CONCRETE TEXTURE 7i' -0- 5/8 .ADJUSTABLE HINGE 2 PER GATE TYP. NOTE: SEAL CONC. W /(2) COATS OF 1H0ROSEAL' COMMERCIAL ACRYLIC SEALEAR BY 1HOR0 SYSTEMS. PRODUCTS - APPLY PER MFR.'S RECOMMENDATION 9M. OPP. HAND 9Y. . NO GATE' SLOPE FOR DRAT •1 a.. CONCRETE SIDEWALK '7. 6' ' CONCRETE SLAB r/ 1.4 x 1.4 WIRE MESH (SEAL CONCRETE SLAB) 'LANDSCAPE CON FE APRON TYP. (2) DOORS: DROP. PINS ON DOORS FOR HOLD -OPEN DROP PIN SLEEVE. • EDGE OF DRIVE ..: AISLE 81016 4-A /C PAVING 'PLAN .. - CONCRETE APRON TO FLUSH_ :,6TH A/C PAVING NOTE ALL GATES *110 011426 METAL COMPONENTS-TO BE PAINTED TO MATCH 8M 1050 - 'WEATHERED OAK ' Tje DIMENSIONS ' MAY CHANGE VERIFY FOR ' SOLID CONNECTIONS 1 1/2'. SQUARE GALV. STEEL TUBING. SHOP WELD ALL JOINTS SEE DTI. 1/61.2 FCR • SIDEWALK ANSI & DETAILS C (4) 24' LONG 3/8 • STEEL RODS IN '0 PIPE SLEEVES. 12' DEEP IN CONCRETE TO LOCK GAZES 04 OPEN AND CLOSED POSITIONS 11 L J PREFINISHED METAL PANEL WATH TOP • AND BOTTOM CAP 28' -2 1/4' 5' -1 3/4' 11 IC-8 1/2' - LANDSCAPE : :TILT -UP CONCRETE - / • PAINTED 10.14A1CH. BUILDING BM 1050 - 'WEATHERED n TIP. BOLLARD MEDIUM BROOM FINISH CONCRETE TEXTURE •0 z Lx -6' COIICRE1E SLAB 1.4 x44) WIRE MESH SEAL CON DROP PIN' SLEEVE NOTE: SEAL CONC. W /(2) 44ATS OF e1HOROSEAL' COMAL CPv1I1' CrA1 c ORO SYSTEMS PRODUCTS - APPLY PER MFR.'S RECOMMENDATION LANDSCAPE. CONCRETE APRON TYP. (2) DOORS DROP . EDGE OF 25' -0' _ CONCRETE APRON ... PINS ON. DOORS FOR .. (8866 AISLE WIDTH FLUSH 61114 A /C. HOLD -OPEN . . - PAVING A/C PAVING 7 - - . - - _ PLAN NOTE • - - - - - ..ALL GATES AND 011TER METAL COMPONENTS TO BE.PAINTED 10 MATCH 851-.1050 - 'WEATHERED OAK • r - B. -4•. _ _ - r 9. -4. 2• -0' _ .. 00NCRETE TO LOCK GATES W OPEN AND-CLOSED PORTIONS .y6. 6 1 r. 1/2' '. 5/8 ' ADJUSTABLE "I "I 1 HINGE.2 PER GATE 7 TYP. ©. J liltO �� 1 � ,If I! �� ; I�T�� 11/ �R� !1I, 11%2SQUARE GALV. i � � �i��l �� ICI' W,111 ALL JOIN© 'e�lll�l��l�l I I,I �II1 I ril II�! 11 h1 III' 111 _ SEE DTI. 1/A1.2 'F0R'- - (4 24" LONG 3/B ' 51801 RODS SIDEWALK FINISH & 1'0 RIDE SLEEVES, 1Y DEEP. W DETAILS L J. DIMENSIONS MAY CHANGE VERIFY FOR CONNECTIONS PREFIMSHED METAL • PANEL W1111 TOP • AND BOTTOM CAP J TILT -UP CONCRETE WALL W/ REINFORCING DRIVE ON CAP 5/8 ' ADJUSTABLE .1 HINGE (TYPICAL 4) DETAIL T5 3% 1/4: GALT . SQUARE STEEL POST (2) f5 HORIZ. BARS 1 -1/2 ' GALV...SOUARE STEEL TUBING. 9106 WELD ALL JOINTS PAINTED CORR. MIL PANEL W/M11. CAP AND SILL ' TO MATCH FINISH . STAB OPTIONAL C0N5T. JOINT POST FOOTING DRILLED AT GATES AND BOLLARDS 3 2' CONTINUOUS FOOTING BEYOND TRASH & RECYCYLING WALL SECTION SCALE: 1/2' - ,• -0- Dn -5RAS SECT - 6' DIA SCHEDULE 40 CARBON STEEL PIPE FILLED WITH 'CONCRETE AND PAINTED YELLOW • FILL W /GROUT7M ROUND TOP - • TYPICAL BOLLARD SCALE: MI-BOLLARD CORRUGATED • METAL PANEL FINISH CONC. SLAB .. (2) 24' LONG 3/8' RODS (2) 1/2 % 2' FLAT HINGE TAB -, GALT. 50. SLEEVE IN SLAB (2 EACH GATE) (I) a > u 02 r •as ▪ w J� �.f- 7 z O . 2 0 0 0 0 0 0 0 0 0 A 0/10/0* 0*K 1 10 SUMITEx •51/10 alt 1E- axlrr0A0 11 TRASH ENCLOSURE SCALE: s/0' - 1' -D' D11- 1RASNENC 13 RECYCLING ENCLOSURE SCALE: 3/0' - 1• -0' • 01L- RECICLEENC2 51 I GATE DETAIL SCALE: 1 -1/2' -16-0' 0 0/1x/10 alv R•i31.19■1IAL 131D1L- 000P -0! 0 ens/* 00 SLOE fl PRECAST CONC WALL PANEL. .GALV 511. ANGLE 4' HEIGHT EA SIDE WITIi- 3/4' -x4• STUDS 12' 0/C 1/4'- EINAN9CH BOLTS 0 24. 0.C. MIN OVERHEAD DOOR AND INSTALLATION BY OTHERS • • PRECAST COLIC WALL CHAMFER OVER 11P • HOLE FOR 3/8' DIA. BOLT (TYP.) 3 4' USE TREATED 2x BLOCKING AT ALL HARDWARE MOUNTING 3/8'11 1 /2'x 2' 3/ LONG SPACER, TYP. ' •. 1 /4'x1 1/2' S7EE- PLATE. 1YP. SMOOTH DOWEL. .Ill WELD TO LEVER WELD BRACE TO 1 1 HOLE FOR 3/8 ' DNA BOLT (TYPICAL) . 1/4.01'1/2' ' 51EE1. PLATE, TIP. 1 I 30' ILEVER (3/8'x1 1 /21 POST TUBING . WELD 1/2 'x2' FLAT HINGE TABS 11/16' HOLE GATE FRAME 5/8 D1A ADJUSTABLE HINGE PIN A 4/,Sp PAL -040.1a PA1010 101 RE4 DATE OfsasllGN IMPACT 5851 V5 RPA ANA ZAN 00.1.1B 1100.10Z...0107. MK WE P01111ITT Ruhl -Parr & Associates, P.S. 1 6 JAMB @ OVERHEAD DOOR A, r• , -1/2' - 1' -0' D11- SECIDOCR2 '1 7 011- SECIDOO42 GATE DETAIL "A" SCALE: 3 COIL- 1RA5111 1 GATE DETAIL "B" SCALE 011- 1RA5112 20 GATE DETAIL ' MedMil 111 arm DETAILS A11.1: RECEIVED SCALE ' 3-■1•-0' 011- 1RAS113 0 0•110 117 -115. 'JON 18 2NA 142' -0' W W SV- 71/2'• 14' -0' 3 0' 1 7 1/2' 10/20 10/10 , 10/10 , 0/10 , ,10/10. To r 1 /10 10/10 10/10 , 10/10 ,15/10 f - - -- 'L114 �---- +- -I ~_- -- + - - - -� - - f 40/,0 .. , . 10/10 ,0/10, . , , 7,9 , . 10/10, �IS/lo ..I . 1I I- 1 1 J_ L r- ---T- -1 1 r r-� r --- TI T r-- --r--L , s/10 T. b /io , ', s/,o. 5/101 . , shol -- I s/,o , s/lo I s/,o.. .15/10 , bho , 111(7-- T -- S),o1 x5/1 -- i -- S�,o1 ----- }- -I - --1 1 `1-JJJ-- }- - - -� - -} ---- . }- - - --1 1 - - - -j- -I I-- -- 1 - - - -a ,,0/10 ., _ 0/10, ,10/1.0 ,,0/10, 1,0/10: I 10/,0,, .10/,0 , -10 /10 .- ,0/10 ,_ 10/10, 110/10 10/1101 no/, ,oho ' ^I' 1 1 1 1 1 .,. , ,, , . , I -;-( ---1 1 } -� 11111'1+ 110/10 ,, 0/10, ,10/10 lo/foI ,,o/,i , 10/10, 10/10. ,, 10/10 10/10 i o/,o, ,10/10 10/10, 11o/I , ,0/101 I II 110/5 I I - 1 I - t I I :I . 1 I ., 1 - - - -i -- -- - -{I - -1 - -� - -1 = ---- 1 --I{- r - - -- -- r- - -r - - -- • Mwoc 110/10, 1 /101 /10/10 ,0/1101 /10/10 1 10%101 10/10. I ,0/110. ,0/10 I 10/101 1,0/10 ,o%,o, 110/1 1 10/101 ® - :10/5 1 I: I I. .I I I : I 1 1 10/10. 1 �0/10�0/10 . 10/10 - 110/ 1 , 10/101 10/10 , ,0/10 10 - I _- #0/100/10 10/101 0/1 ; 10/10I - 10/10 I 10/10 ,10/15 1 I 110/10 I..•I I 'I 110/10 , 1 I I I 1 I 1 I I I I I 1 r111_-- -, r- - -r - - -- 1 r - - Ir _,10/10 10, ,10 /1� ., 10/,0,_ 10/10 , 0 10/101 k0/,9 10/t0i 1-0� - 0/15 --- J I 1 I I Il I1 I 11 I I II . I- 1 I.." 10/20. : 110/10 I 10/101 110/10 10/101 1,0/10 , .10/101 10/10 I 10/10 110/10 .I - f0/1oi � or0 - 10/10, x,0/10 ; 10/10, 10/10 to /10 :10/15 1 - 1 1 I . .I 1 I -1 1 1 1 I ' 1 I 1 i s I _ I, 1 1 I- 'I 1 : 1 .1 1 I 1 I I 1. _ 1 1 , 10/201 11110/10 " 1 {oro l Ilo/10 - ... 10/1d -110/, , 10%10 �. ,0%10 , - 10%10 ,lo /,o , o /,o, I,o/10 .10/101 i o/to I ,0/101 ,0 /,o -I 10/101 . �,o /s 1 I I -- .I I I 1 .:I I t - - - ' I 1 1- I I I. I .I I 1- I- I I I I 10/20 ,1o/TO..:., 10/10 1 . .110/10 .10/10, 117/10t . I ,o/,c, 10/10 , 10/10 ,,o /lo , 10/10 i I,oro 10/111 �,,o/I, I T/,o, 10/10 I 10/10 ;lo /s iltRACE AREA .I 1 I 1 1 - 1 - 10/20 1....- 10/10 - 1 - 0/10 I - 110/10 10/101. •110/10 -- 1 10/101 - 10/10 1 10/10 :10/,0 I. 0%,01 :10/10 r 10/110, - 'lo/, : 10/10: 10/10 -1 10/10 - 110/15 I 1 I 1 -I 1- 1 1 .1 1- : _1 1 1 .1 I I 1 , 1 1 - ,0/151 10/10 _ . i0/.Td--1.11:710 laho?- (10/10 -� 10/10! 10/10 ± 107,0 07 - . � o/1o? -i 0/10 1 10/101 uo/l 1 ,0/101 10/20 I' --T- - I - 1 1 , _ I I I 1 -. I I' I 1- i I .: i i I 1 - ,, ,5/10 I. .15/10 1 - :I I 1 I I _ -.I 1 , 1 I , 11f . I ,r I , .110/5 �,o/s [co, y r -� -r --1 J r- -- - -- 7 � -- -- - 10/151 r- ,10/10., 0/10, ,10/10 10/10, ,10/1 , 10/10,. 10/10 10/,0 ,10/10 , 0/10,',0/10 10/110/1 -10/,01" 1 I , I I 1 1 ,. l0/1s, ,o/lo--- ! ----Tvlo /10/10 i 0/,0, - l 0,`10 10/10, 110/10 , 10/101 . - 10/10 I - . 10/,0 •1,0/10. I 0/64,--17,00 . 10/10, rot, , 107,0, r , , I . I 11 I I , 1 . 1 I I 1 , I 1 1 I. I .1 . I -. 1 , I ' 1 :.1 1 1 I - 1 t 1 . 1 I 1 - _. 1 1 1 1 I ., -11 15.3/151 1171/117--1,---;5710 Hh_r 10/110, 10/1 -. , 10/10 ,. 10/10 , 10/,0 00/,0 , 0, , - I 0,; 1 11 -f 1 , - 10/,0 1 10/,0 ' :10/,0 1 0/10: : oro ,o /10 10 /1 - 10/10: 10 /10 ., 10/10 110/10 i . #o /10: L_a._1 1 I III II . 1 I I r - - - -- 1 1075 10/15 ,ions -- ,ohs -hors 1 I I I -I -I I 1. I I, , rto /,o- - 10/110 - 110/,0 I 0/101 110/10 10 /1101 10/19 1 10/101 - 10/10. I -10 /110 110 /,o I .0/101 I I I I II��_�I 10/10 1 10/10 110/10 /1 0 1T)7-11 10/, T- 1p 0 - 10/10 ' ' 10/10 10/10 1 .J0/10 5mwcf 'I' 11 I I I r 1 I. , I- I. 1 I I n .SI I I II I -I. '1.I I I ,' �I 1 I -, I ,.. .1 I 10/10 -- 1 - -- 1p,7,---;- 0/10: - r - - -- -- - --1 r- 1-- r - -- --1 -r - - -- r r -- r - - -�,7 10/10 ... I . 10/10 0/10, ,,0/10 10/,0, .,10/, , . ,0 , ' 107,0 , .10/10 ,,o o , • o of s/10 -- I - 1 1 1 1 .. -I : I I 1 ., _1 ,1 :, I I I - 1 'I' 1 1 I I 1 _T � fit• -' �. =-T-- I 20 /,5 /1715. /1715 2015. /1715 - 20/,5 /1715 L t r _� 0 A A A A A 0 A 0 A 0 0 0 A REV 4 /111/011 11/.5/011 1!NI' KRN111111 FRMO. OTT R- Meru,. OTT iR -Rsrrca 5/15/011 4/15/011 0*E NANIKOI OM STAFF MEMO wm11aAFn wwm sr SN13 K RPA JWM AAR IICK Y-ww�i oma F1 ®v R[ 11R RYYA • • • .Ruh, -Parr & Associates, P.S. FIRST FLOOR PLAN A2.1 RECEIVED 07 -115 10/201 _:10/10 ,15/10 1F-- i . 5/10 T -- 5/131 i 5/10 5/101 I - • /10 T - -. 5/101 - 5/10 - -- .I +-- -- I I 1 __ I _ 1 _ 10/10 .0 10/101 Ilo/1 � 10/10 10/1 � 0/101 10%10 a0/101 , 10/110 i 15/10 141-0• — W {V ' {P/ W_7 1/2 16' -0' - '. 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IMO RuNIUNO, SURVENNO, ENVIRONMENT/J- SERVICES RMR, LLC 617 INDUSTRY DRIVE TUKWILA, WA 98188 PRELIMINARY LANDSCAPE PLANT MATERIAL LEGEND FOR DIAMOND HEAD STORAGE \13000. \132 Apr.en+.m \t3237- 9ua2.m9 Dm./1Mns'.6 /3/2006 9:26 MI S .:1:t XRO_XRV .ASEOEL K..t:. ■I 2s7 -9i.& . 2132377th .9. 13237- 91.a.o.. airy 'I. l'immo11110 1111 hihr xigi! AA e !hp 4. 1 cgs qh_ p01:10.:4 !fil"' $•ii i X • - • WI 40. 5 481191 IA 9A3g1 81111.! J!J 111 1r F loll 11 iir is imii ill s i g ; 1 l_. 1 i 11/1 1111414 i l l 1 ig . i. 1 111 6 i 1 • . i . MA 11 10 g�o pi .� 1 s ijh: I• !!{ I. 1 :. 8g . Pr.. 11 1 € . 1 !P liIIH d • IF 1 A t a • g r .11 p si . 4 ?.• 1 � ' 1g 44X ii18 1 11 ;9 .,� . ;g ji • q it ' - . 1-1 . 11-11.. l i € . IF1 .110 1 -?. '. .4. I lii ' I . " i 11:12 4 Plif ' 1 ..- T I, ig54 ' /:11 0 ... iill, 9,6 Mnier 13237 Shed z 4„ 4 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 . (425)251 -8782 FAX ChM. DAMMING, LAM PIANIRNO, 9J6 EYR16, DMRGIMFNTN. 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'at •0/C OA • 30 04/ 0.0 00. m m 00 1 adc p3' n1 '00 .'00 "Ol '01 '01 0+ 31 'm 31 '31 '0.1 •nl n1 'el 33 'at of '0D 'm '00 LIGHTING LEGEND SYMBOL TYPE DESCRIPTION' - • • MANIFACTIFZE NUMBER A N/A N/A .. - .. B N/A N/A 1 LJ C POLE MOUNTED METAL HALIDE EMCO LIGHTING - AVALlR7E AVAa- 3.320PSMH -080 -BRP D CANOPY MOUNTED FLOLRESCENT LITHONIA LIGHTING VRLCV- 175M -TB- P1 - O E WALL/ BLDG MOUNTED METAL HALIDE EMCO LIGHTING - AV4LLME AVA- W- 3- 320PSMN- 480-0I8 co F WALL / BLDG MOUNTED METAL H4LIGE - LITHONIA LIGHTING'- TWAC - TWAC•100M-MVaT _ POLE L..SOUARE • IS' TALL LIGHT POLE DAY-0RITE - SOS POLE SOS- 1.15 -II -012 0. t>.-"2 ? Y 1 0.3: -fi 7 ml0I1E TYPE TO 42.37. nI1E b TYR O.1I01R21 naw1F010 uu 113133E 71710 sA11E wnm •• MAW RE SITE - LIGHTING PLAN 3302 1 - 00-0• z SHEET NUMBER E -1 LIGHTING LEGEND ,. SVFIBOI TYPE DESCRIPTION MANIFACTINE NUMBER A WA - N/A C POLE MOIMTED EMCO LIGHTING - AVAUME U METAL HALIDE AVA- 1- 332OPSMH-4BO-460 O D CANOPT MOIMEO LITHONIA LIGHTING. ROIFESCENT. VRLCV- 175M- TB-LPI O E WALL / BLDG MOUNTED EMCO LIGHTING - AVALLIIE METAL HALIDE - AVA- W- 3- 4130 AHOO G P WALL I BLDG MOUNTED LITHONIA LIGHTING - TWAC METAL HALIDE TWAC- 100M-IP7OLT P0.E '. SDUAfE - 15' TALL . DAY-BRITE - SOS POLE . LIGHT POLE : SQS -415 -11-012 SWIM Twt[ nrnc rIM c 1d"`mr..e�� whim TO WALL Iv uu 1pM1 ®N O. f01I1! MI • time as mf C. ow RE% RECEIVED •pN 18 2I0B Diamond a Sforaw, Tukmide 'rim Job no: 07 -115 Date: 05/14/08 .d 5\‘‘P Ruhl -Parr & Associates, PS. Architects - Planners A VelodTel Company 12600 S.E. 38th Street Suite 130 ArchitectseRuhl— Parr.com Bellevue, WA 98006 -1399 (425) 644 -4000 (425) 643 -4115 fax Oianond'7/eadiStora Tuwi(a VA Job no: 07 -115 Date: 05/14/08 Y aoY 0-Pall r O Assodates, Paso Architects - Planners AVeledTelCompany 12600 S.E. 38th Street Suite 130 Architects®Ruhl— Parr.c• Bellevue, WA 98006 -1399 (425) 644 -4000 (425) 643 -4115/ OiamondWeadStorqe1Tukwi(a VA Job no: 07 -115 Date: 05/14/08 G\o' Ruhl -Parr & Associates, P.S. Architects - Planners AVebdTelCompany 12600 S.E. 38th Street Suite 130 ArchitectscRuhl— Parr.com Bellevue, WA 98006 -1399 (425) 644 -4000 (425) 643 -4115 Fax we us Mri =i !il •1!Mifn M MI .;air' ..men=rs = �� - X11• / M— gait= II_MM 9 Diamond 7-fea Job no: 07 -115 Date: 05/14/08 Stomo, Ruhl -Parr & Associates, P.S. Architects - Planners Avelodr &Company 12600 S.E. 38th Street Suite 130 Architects®Ruhl— Parr.com Bellevue, WA 98006 -1399 (425) 644 -4000 (425) 643 -4115 Fax r1 fJiamond7ieadStorage1 TufLwi(a �uA Job no: 07-115 Date: 05/22/08 1 —North Aerial („ 3 RECEIVED MAY 22 2008 COMMUNITY DEVELOP ?!"'T Ruhl -Parr & Associates, P.S. Architects - Planners AVeloeiTelCompany 12600 S.E. 38th Street Suite 130 ArchitectsORuhl— Parr.com Bellevue, WA 98006 -1399 (425) 844-4000 (425) 843 -4115 Fox al4 flcr . 1 .... ..,C■ ...- % glbcs, --- -.- , V . L.J.*—.' ,,,-_,) ■ , '-- ,.t . 1 ii ....---..M111JF 4714, i'(' 4r- ' ,. _ -----:—.. —••,..,l— o:. c7 ' .,.., 1 — `.4. 1 - x `---3 ..--,.--. -:-L------,1 ,--- ' 4t, giarnOndifead StOraje, Tukwila 707L Job no: 07-115 Date: 05/22/08 2—West Aerial Ruhl-Parr & Ass Architects - Planners RECEIVED MAY 22 2008 COMMUNITY CEVELCI-'!P_NT dates, PS. A VelociTel Company 12600 S.E. 38th Street Suite 130 Arehltecte0Ruhl—Parr.com Bellevue. WA 98008-1399 (425) 644-4000 (425) 643-4115 Fax • Oiamond'7feadStoraje1 Tukwila ?(L4 Job no: 07-115 Date: 05/22/08 3 —South Aerial RECEIVED IMAY 22 2008 COMMUMATY DEVELOF Ruhl -Parr & Associates, P.S. Architects - Planners AVeioareICompany 12600 S.E. 38th Street Suite 130 Archttectagtuhl— Parr.com Bellewe, WA 98006 -1399 (425) 644 -4000 (425) 643 -4115 Fax NI DiamoniMaiStom e Tu Job no: 07-115 Date: 05/22/08 5— NW Perspective RECEIVED MAY 22 7108 commi_i„ DEVELOMENT Ruhl-Parr & Associates, P.S. Architects - Planners A Veloael Cornpany 12600 S.E. 38th Street Suite 130 ArchltectseRuhl—Parr.com Bellevue, WA 98006-1399 (425) 644-4000 (425) 643-4115 Fax 0 lJiamondt7-(eaiStoraje1 TukLwia?1t4 4— West Perspective Job no: 07-115 Date: 05/22/08 RECEIVED MAY 22 2008 COMMUNITY DEVELOP T Ruhl -Parr & Associates, P.S. Architects - Planners AVeloarelCompany 12600 S.E. 38th Street Suite 130 ArchitectslRuhl— Parr.com Bellewe, WA 98006 -1399 (425) 644 -4000 (425) 643 -4115 Fax TRECK DRIVE INDUSTRY DRIVE OUTDOOR AMENITY AREA SEE L -1 FOR FURNITURE WESICETIEL �OUTHNT0 E PROPERTI LINE VICINITY MAP SCALEM.Ta POTENTIAL TRUCK LOADING • RE .FEB 12 2008 CONIMUNITY IDEMLEFFIMENT 3 LARGE PREFERED PAR NG STALLS (ALRNATIVE FUEL VE ICLES) CbVERED PARKING 12 LA GE AR NG 'TALLS DESIGN EFFICIENCY CALCULATION: GROSS AREA PER FLOOR - 47,404 SF x 4 = 189,616 SF 1ST FLOOR STORAGE AREA = 32,963 SF UPPER FLOOR STORAGE AREA = 34,460 SF x 3 = 103,380 SF ALL FLOORS STORAGE AREA = 136,343 SF MECHANICAL SHAFTS = +/- 800 SF STORAGE AREA SUMMARY = 136,343 - 800 = 135,543 SF EFFICIENCY .... 135,5431189,616 = 71.48 % REV OATE DESCRIPTION MOST YAMMER v9 DAM OzNO/zOOI DAN 15' -0° 15' -0° 15' -0° 15' -0° 4'- I/1° 11 STCIRY RV STORAGE 14,86 SF I 1 I 1 1 1 I 1 I I 1 1 I I I 1 I I I I 494' -I I/2° LANDSCAPE NORTH SITE PLAN PROJECT STATISTICS SITE AREA 4 STORY STORAGE BUILDING TOTAL SUMMARY: 1 STORY 'RV' STORAGE TOTAL BUILDLING AREA PARKING STALLS: LOADING STALLS: HC STALLS: PARKING STALLS: STALLS SUMMARY: 149,194 +l- SF 47,404 SF PER FLOOR 189,616 SF 14,802 SF 202,530 SF Ruhl -Parr & Associates, P.S. .A... Ronan V..+,.CesT, 1=0 41 ern 1.100411S Ina MOM C MO 10 STALLS 2 HC STALLS 21 STALLS 33 STALLS SITE PLAN A1.0 AO MOM 07-115 NWT GAT[ 20'-0' 1 20' -0' 20' -0' 450 Q,so' —o' 600 3300 9 800 585 ELECTRICAL N. 14.4' ..75' 1500 ❑ OFFI (6O0 S b 3300 1— 0 450 b 3300 2100 +- 3300 1200 3300 2500 r- 1 VESRBULE (7211 SF) ELEV. ACHINE R 9.5 /9.5 1190 1000 600 1088 (TN 1ST FLOOR PLAN N•1 SCALE: 3/32 a 1' -0 1 _ 1 C r 1VED 12 ZO O1 ..��_IrTYj 1E EtNiV T DAZE 6ESaaP1w1 RIMER MIMIOZER MWnLT/ MENEM SWB VS Ow 6T RPA CHECKED WY JWM wa 02/06/200 wTc Ruhl -Parr & Associates, P.S. Arenaw. Fi.... „mR.. FEB 120008SY. SO. Ikea 130 1ST FLOOR PLAN MANIC TM A211 JCS MODER 07-115 MDT DATE 4 390 720 3300 L L STAIR 864 VESTIBULE (400 SF) 800 180 1500 390 r 0 400 3300 3300 1126 780 720 3300 3300 0 ---- -- 2500 940 VESTIBULE (400 SF) //#\V. F/.DE \ / \ 3 1480 300 STAIR 969 J 590 870 J LJ L 1- 1- J n 2ND, 3RD & 4TH FLOOR PLAN ±}2 SCALE: 3/32 a 1. -0 0 O 0 0 0 0 27CEIVED ca 12 X008} a ELQ Ptu tzll1T REV DATE DESCRIPTION P IKACCT WILYZIR iawTECT/ aumi SWB VS gLLRR RV RPA aETRw ar JWM wII 02/Ce/20 DMZ Ruhl -Parr & Associates, P. S IMO] tff Mot 4•130 �0 .a O RONO 11711 2ND, 3RD & 4TH FLOOR PLAN 1 14 JOB ~ER 07-115 011,111 DA1! WIN 1; I NMI i I 1■NI I 1 I IM•1111111111111111 1 1 11 MIN I • I •1111111 11111111111111111111111111qmi •'-'4"'"*4 -4-4- • • " 11111111111 11111111111111 •■11111111111111111 • 11-r int vsul.-!4. t, ff 1 4 t 1 11 I Ve041%=-....swillNIIM11111111.11111111111111M111111111111111111111MIMMIMUM11111111111111111111 It( mi b4w .1 •IIUU ria—A MINESI'V_MINOMIlit7171M '''-i-Hri4S---E_•'r::"11111111M.-1.11 111 1. aim It. i (TN SOUTH ELEVATION SCALE 3/32 1.-0* TOPCIFROf_:_i _An 10P 11111111111 111111.111,11111111•110 , • •• •4. itiuirtuu•r. • In miutirtmita: „„..3 If1tfll ang11111111111rT7 . 11.1.11111111..=,- , 141 14 ■Immi ill tit ILI 1■• 1 ...ANrzzolossim• TCP OF CONC. WALI_ EL 1' r-;-\ WEST ELEVATION SCALE 3/32 MATERIAL AND COLOR KEY PANEL El El PAINTED CONCRETE WALL PANEL COLOR: BM 2134-40 WHALE GRAY (DARK GRAY) PAINTED CONCRETE WALL PANEL COLOR: BM 2134-60 WHITESTONE (UGHT GRAY) METAL ROOF PANEL IN CORRUGATED PROFILE PREF1NISHED IN MAREEIKS,DEEES ALUMINUM WINDOW SYSTEM PREFINISHED IN HARTFORD MIST (GREEN) BY KAWNEER WITH CLEAR GLASS 13 P1 0 u PRERNISHED METAL SPANDREL PANEL COLOR: WEATHERING COPPER TREWS FENCE (-GREEN WALL") WITH PLANTING PER PANDSCAPE PLAN V-GROOVE REVEAL IN CONCRETE PANEL METAL SERVICE DOORS PAINTED TO MATCH BUILDING METAL DOWNSPOUTS PAINTED TO MATCH BUILDING EL -0 2 a i EC EIVED PBB 12 200 commuNtiv DEVELOpotew DESCRIPIION SWB vs OATS 02/06/2C CLEAR GLASS IN ALUMINUM FRAME TO MATCH WINDOW SYSTEM BY KAWNEER Ruhl-Parr & Associates, P..! AMON= Novo,. 1.28,3 AZ aeln AMA A. 130 VIA SWAG ,A.13)614.03 0Mo. DRAWN .rnu SOUTH & WEST ELEVATIONS 11U10301 07418 A3.1 PAKT DAT F-- ._ 1 1 1 1•t 1 1 r 1' T r t 1•�� 111112=11111.1 I l f ■1' 1 1. ■ f : t■■f■f■ I �t 1IIII[11 tt'.MAME l- i ■tlt ■E4t ■G; i ■ ■ ■■ v m 1► 1 i 1 1 1 l` 111111 �I H It ill 4TH ELaaR } 111=1111111111111i ; 1.1=111/1.111Mit-t, 4;11 ...mnnilll IIIIICOIIIIIIIIIHIMMIUI ■III fl�I ■: - - -- - - -- - - - - -- TOP OF ROOF TCP OF 9R� IPEL +49 - E'1 ■ ■f ■fluuus■■f■� 311 .& (7\ NORTH ELEVATION A73 SCALE: 3/32' = 1' -0' TOP OF ROOF EL +49' -10 EL. 0 -0 _ TOP OF COREL C. + WALL 1i 46 - -6 4TH FLOINt — - EL + 33• -0• 3R0 FLOOR 0.. + ITN EAST ELEVATION A2.2 SCALE: 3/32' III C°OIHICa. ri IIIIIHllu I MATERIAL AND COLOR KEY PANEL 2NO FLOOR E —E + - 1ST FLOOR 117 El PAINTED CONCRETE WALL PANEL COLOR: BM 2134 -40 WHALE GRAY (DARK GRAY) PAINTED CONCRETE WALL PANEL COLOR: BM 2134 -60 WHITESTONE (LIGHT GRAY) METAL ROOF PANEL IN CORRUGATED PROFILE PREFlNISHED IN WEATHERING COPPER ALUMINUM WINDOW SYSTEM PREFlNISHED IN HARTFORD MIST (GREEN) BY KAWNEER WITH CLEAR GLASS CLEAR GLASS IN ALUMINUM FRAME TO MATCH WINDOW SYSTEM BY KAWNEER E1 u 0 PREFINISHED METAL SPANDREL PANEL COLOR: WEATHERING COPPER TREWS FENCE ( "GREEN WALL?) WITH PLANTING PER PANDSCAPE PLAN V- GROOVE REVEAL IN CONCRETE PANEL METAL SERVICE DOORS PAINTED TO MATCH BUILDING METAL DOWNSPOUTS PAINTED TO MATCH BUILDING EL 0 -0' 2 a 6 EIVED FEtB 12 200 uOMMINIm( OEaV.ELQF giii SWB VS urz 02/06/200 Ruhl -Parr & Associates, P.S. /edge. Inernira 12.111Z L. Mel 6.133 wao IMO NORTH & EAST ELEVATIONS 07415 Wear. Cfm ,,.Fst w.a 16 A311 284' -1 1/2' 0 16' -0" 15 -0' 15-0" 15-0' = == 1 RIV STORAGE 15-0' 15-0' 15 -0' 15 -0' 11 II 11 II RV STORAGE PLAN . It A7.7J SCALE: 3/32' a 1' -0' T1P 0 El NORTH 11 1W 1— RV STORAGE NORTH ELEVATION Ala SCALE 3/32' • TOP Of WAU. EL. +21r 10 E of1- -TEP+itA RV STORAGE EAST ELEVATION A7.7 SCALE 3/32 1' -0 RV STORAGE SOUTH ELEVATION AQ.7 SCALE 3/32' - 1' -0 RV STORAGE WEST ELEVATION A7.7 SCALE: 3/32" a 1' -0" MATERIAL AND COLOR KEY PANEL 10 0 0 0 PAINTED CONCRETE WALL PANEL COLOR: BM 2134 -40 WHALE GRAY (DARK GRAY) PAINTED CONCRETE WALL PANEL COLOR: BM 2134 -60 WHITESTONE (LIGHT GRAY) METAL ROOF PANEL IN CORRUGATED PROFILE PREFINISHED IN WEATHERING COPPER ALUMINUM WINDOW SYSTEM PREFINISHED IN HARTFORD MIST (GREEN) BY KAWNEER WITH CLEAR GLASS CLEAR GLASS IN ALUMINUM FRAME TO MATCH WINDOW SYSTEM BY KAWNEER 0 U7 0 0 PREFINISHED METAL SPANDREL PANEL COLOR: WEATHERING COPPER TRELLIS FENCE ( "GREEN WALL ") WITH PLANTING PER LANDSCAPE PLAN V— GROOVE REVEAL IN CONCRETE PANEL METAL SERVICE DOORS PAINTED TO MATCH BUILDING METAL DOWNSPOUTS PAINTED TO MATCH BUILDING R V FE8 12 20081 i;=LQPMEWT REV DATE DESCRIPTION vroAlT YMAOEA MCCAW SWB VS Mel eT RPA CHM= er JWM DALE 0210e/200 tux Ruhl-Parr & Associates, P. S .....,.A�, zawns ad. MOM T01i RV STORAGE ELEVATIONS a A_c 1w A„ i +u *WII 07-115 MINT WT[ PRELIMINARY LANDSCAPE PLANTING PLAN TUKWILA, WA A PORTION OF THE SW 1/4 OF THE NW 1/4 OF SECTION 25 AND THE SE 1/4 OF THE NE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, .RANG 4 AST, W.M. 1•20' 10 20 40 NOTE: SEE SIEET L -2 FOR PLANT MATERIAL LEGEND. SEE SHEET L -3 FOR LANDSCAPE PLANTING NOTES AND DETAILS "541, Me., WM EB C 0 W. = N IL I1! ,--1 a 0 m 0 W W C4 LA_ ifd4 ti+fir- ♦.. ..... . .. ��k,,„- .r,.//0 49 T£ r:% 3 __ _,.. 9 7, •^,....,,,, •i•G�y.: •► �1�4. ►gip.. 40-. g. 0' .,,,, A ..44o..... �, ..,41,p-��r.,A?�.A :4,. 4,., Via.I, �4.•ke /b v(Il� "lY�, 11.v v(Il� 'v., �,4" f". ::4' a #R�+. d3 '. 7d�'LwAi ra i'"A AMWM∎'�//lli iaggilWrZi i�� w�a ��.� i '''" (1 pl ql\ Nally 'v41\v v<pv vlpw cm' NIP' 'MVP .11I i" 411W 1�� %i tg G5 0 STATE OE WASHINGTON REGIS LANDSCAP •r .J 8 � GON ARMUR AL SE100. FiR1WGTE N0. 706 (VALID ONLY *TM SONANRE) PRELIMINARY LANDSCAPE PLANT MATERIAL LEGEND TUKWILA, WA A PORTION OF THE SW 1/4 OF THE NW 1/4 OF SECTION 25 AND THE SE 1/4 OF THE NE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. LANDSCAPE PLANT MATERIAL LEGEND SYMBOL COMMON / BOTANICAL NAMES SIZE SPACING QUANTITY REMARKS MAXMUM NURSERY N NURSERY N: NURSERY (4; NURSERY TRUNK N; NURSERY N: NURSERY REMOVE SYMBOL COMLION / BOTANICAL NAMES SIZE CONDITION SPACING OUANTIIY REMARKS TREES: 4' POT 4' POT 4' POT 4' POT 4' POT 4' POT 4' POT 4' P01 4' POT ' 18' 0.0. 12' 0.C. 12' O.C. 12' O.C. 12' 0.C. 12' O.C. RANDOM AS RE0'D AS RE0'D AS RED'D AS MOD AS RE0'D AS REO'D 30 30 40 43 H010 16' FROM BORDERS HOLD 18' FROM BORDERS HOLD 18' FROM BORDERS HOLD 18' FROM BORDERS HOLD 18' FROM BORDERS HOLD 16' FROM BORDERS COLOR TO MATCH BOULDERS, 4' LAYER O ACER. CRCINATUM / VBE MARE 6' -6• HT. AS SNOW+ 8 STAKE & GUY ONE GROWIN0 SE GROWN, MULTFIRIRNK. 3 CANES CERCDIPNYLIUY UAPONICUM / 2' CAL AS SHOWN 7 SGKE & GUY ONE GROWING SE I(A75UBA TREE GROWN, BRANCHED AT 6' CHAYAECYPARS LAWSONWNA / 6' -7' HT. AS SHOWN 17 STAKE & GUY ONE GRIMM SE GROWN, UN -CUT READER PORE ORFORD CEDAR CORNUS K0USA // 6' -8' HT. AS SHOWN 22 STAKE & GUY ONE GROWING SE KOUSA DOGW(S00 080118, MULTI -TRUNK 0UEACUS ROBUR 'FASDGIATA' / 2' CAL AS SHOWN 8 STAKE & OILY ONE GROWING SE GOLNMNIAR ENGLISH MK GROWN. BRANCHED AT 8', SIPAF (STREET TREE) PILAUS YONT1COLA / 6' -7' HT. AS SHOWN 32 STAKE R GUY ONE MOWING SE WESTERN WHITE PINE CROWN, UN -CUT LEADER �\/, A S1YRAX (MASSW // 6' -B' HT. AS SHOWN 8 STAKE & GUY ONE GROWING SE FRMyWi S4OW>BDl GROWN, MULRI -TRUNK DIVING TREE TO REMAIN, SAVE, AND PROTECT �// SHRUBS: / UNEDO ALT STRAWBERRY TREE 24' - 30' 5' 0.C. 43 HARDENED GROWTH � S GRASS FOERSTER' / 2 GALLON 3' 0.C. 78 A0 GIGO CORNUS SIER0DOGWOOD 21' - 24' 4' 0.C. 25 ® COWS STOIDNIFERA 'KELSEYF / 15' - 18• 2.5' O.C. 188 DWARF REOIWIG DOGWOOD g'� GORYLDPSS S0ICATA / 24' - 30' AS SHOWN 19 .• 5118E WIRIER I4AZ ". WHORLS AOUIFODUM / 21' - 24' 4' 0.C. 124 : OREGON GRAPE MAHONIA AUFODUM 'COMPACA' / 18' - 21' 3' 0.0. 25 0 COMPACT OREGON GRAPE NMD0A DONFSOG / 21' - 24' 3' 0.C.. 44 3 CANES MINIMUM • NEAVENLLY BM4000 FR.* / 24' - 30' 5' 0.C. 51 �� IA ® PRUNUS mama i 24' HT. 3.5' 0.C. 32 MATCHED HEIGHT MD FORA ® RHODODENDRON YACROPHYRLY / 21' - 24' 5' O.C. 23 WESTERN RHODODENDRON 18' - 21' 3' 0.C. 170 . 0 �OWFRR</ . VACCDUUM OVARY / 18' - 21' 4' 0.C. - 48 Q EVERGREEN HUp'' COSTING BODGE TO ROAN, SAVE. MD PROIECI VINES: CLEATS ARMAN8IK / 5 CAILON AS SHOWN 21 EVFRGREBI 01.048TS CLEMATIS RECTA / 5 GALLON AS SHORN 21 00111 VINES AT EACH LOCATION, STAKE AND SECURE TO TRELLIS NO COMMON MIME MAXMUM NURSERY N NURSERY N: NURSERY (4; NURSERY TRUNK N; NURSERY N: NURSERY REMOVE SYMBOL COMLION / BOTANICAL NAMES SIZE CONDITION SPACING OUANTIIY REMARKS LANDSCAPE NOTES SHRUBS, AND TREES SHRUBS, AND TREES SHRUBS, AND TREES SHRUBS, AND TREES SHRUBS, AND TREES SHRUBS. AND TREES BANDFRA WEATHERED GRANDE BY LANDSCAPE BY LANDSCAPE BY LANDSCAPE NIKE M TO 6' MAXIMUM. WORN SURFACE, • M TO 6' MAXIMUM, 01' LANDSCAPE BMDERA WEATHERED ACTED LAYER 1. ALL LANDSCAPE AREAS WILL BE SOIL AMENDED AND MULCHED 10 RETAIN WATER MOISTURE. 2. SOIL AMENDMENTS WILL BE BASED ON A SOIL ANALYSIS BY A CERTIFIED TESIRIG LABORATORY. 3. NO LAWN AREAS ARE PROPOSED FOR THE PROJECT. 4. .ALL PLANT MATERIAL PROPOSED ARE DROUGHT TOLERANT. 5 . ALL LANDSCAPE AREAS WILL RECEIVE A 2' LAYER OF BARK MULCH. 8. LANDSCAPE AREAS WILL RECEIVE A COMPLETE AND OPEAA8LE PERM NDIT BELOW GRADE AUTOMATIC IRRIGATION SYSTEM AS REQUIRED BY THE 1UNWIIA MUNK3P91 CODE CHARIER 18.52040. FL 7. IRRIGATION ZONES WILL BE SEPARATED BY PLANT MATERIAL TYPE, WATER NEEDS. AND EXPOSURES 8. IRRIGATION SYSTEM WILL BE DESIGNED WITH M AUTOMATIC TIMER AND RAIN SENSOR SWITCH. I J_1_ STATE OF WASHINGT; REGIS • LAND CT ARTHUR M. SE1DL CER1O C#1E NIl 706 (VAN ONLY MTh 90MANRE) N co GROUN000VERS: ARCTOSTAPIM05 WA -URSI / 80 R KINNIKINNICK WA -URS1 / 80 X MA10NIA REPENS // 10 1 WAWA NF SWORDFIS GORdfLOU / 5 1< HROUPI ACORCM FERN GAULTHERO SHALLON / 5 N / 4' POT 4' POT 4' POT 4' POT 4' POT 4' POT 4' POT 4' P01 4' POT ' 18' 0.0. 12' 0.C. 12' O.C. 12' O.C. 12' 0.C. 12' O.C. RANDOM AS RE0'D AS RE0'D AS RED'D AS MOD AS RE0'D AS REO'D 30 30 40 43 H010 16' FROM BORDERS HOLD 18' FROM BORDERS HOLD 18' FROM BORDERS HOLD 18' FROM BORDERS HOLD 18' FROM BORDERS HOLD 16' FROM BORDERS COLOR TO MATCH BOULDERS, 4' LAYER • =�- =ems. jARCI06UPNri05 �'� j/ / j 1 FrF00 B 1 WASHED RIVER ROCK W/ IAJIO6 51110 FABRIC. SC080S LACUS IRIS / HARD 51E11MED B SCRPUS MICR0051JIPUS / SMALL- FRUITED BULRUSH IRIS 1ENAX / OREGON 00S DECOMPOSED GRANITE PAIN METAL BENCH METAL PICNIC TABLE PLACEMENT AS DIRECTED ARCHITECT PLACEMENT AS DIRECTED PLACEMENT AS DIRECTED BANDERA WEATHERED GRA VARIED SIZES: 38' HIM MIXED 5@3 WITH SMOOB VARIED SIZES: 36' MINIM& PI.8004 M AS DIRECTED ARCHITECT 5/5' -, COLOR TO LATCH GRANITE BOULDERS, 4' 0 j 9aBO.8000 NI lag 7E LANDSCAPE NOTES SHRUBS, AND TREES SHRUBS, AND TREES SHRUBS, AND TREES SHRUBS, AND TREES SHRUBS, AND TREES SHRUBS. AND TREES BANDFRA WEATHERED GRANDE BY LANDSCAPE BY LANDSCAPE BY LANDSCAPE NIKE M TO 6' MAXIMUM. WORN SURFACE, • M TO 6' MAXIMUM, 01' LANDSCAPE BMDERA WEATHERED ACTED LAYER 1. ALL LANDSCAPE AREAS WILL BE SOIL AMENDED AND MULCHED 10 RETAIN WATER MOISTURE. 2. SOIL AMENDMENTS WILL BE BASED ON A SOIL ANALYSIS BY A CERTIFIED TESIRIG LABORATORY. 3. NO LAWN AREAS ARE PROPOSED FOR THE PROJECT. 4. .ALL PLANT MATERIAL PROPOSED ARE DROUGHT TOLERANT. 5 . ALL LANDSCAPE AREAS WILL RECEIVE A 2' LAYER OF BARK MULCH. 8. LANDSCAPE AREAS WILL RECEIVE A COMPLETE AND OPEAA8LE PERM NDIT BELOW GRADE AUTOMATIC IRRIGATION SYSTEM AS REQUIRED BY THE 1UNWIIA MUNK3P91 CODE CHARIER 18.52040. FL 7. IRRIGATION ZONES WILL BE SEPARATED BY PLANT MATERIAL TYPE, WATER NEEDS. AND EXPOSURES 8. IRRIGATION SYSTEM WILL BE DESIGNED WITH M AUTOMATIC TIMER AND RAIN SENSOR SWITCH. I J_1_ STATE OF WASHINGT; REGIS • LAND CT ARTHUR M. SE1DL CER1O C#1E NIl 706 (VAN ONLY MTh 90MANRE) N co LANDSCAPE PLANTING NOTES AND MATERIALS BCOPE I7F WWI( FURNISH ALL MATERIALS. LABOR, EQUIPMENT AND RELATED RENTS NECESSARY TO ACCOMPUSH TOPSOIL, TREATMENT AND PREPARATION OF SOIL FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS. FERTILIZER. STAKING, MULCH. CLEAN -UP, DEBRIS REMOVAL AND 90 -DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM FOR FIVE (5) YEAR'S EXPERIENCE INSTAWNG SIMILAR WORK. CONTRACTOR TO • BE UCENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: R IS THE CONTRACTOR'S RESPONSIBIUTY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES.. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE MID PROTECT ALL EXI51190 PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATOR SYSTEM 15 TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED. TESTED. AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK. OR BRANCHES. REPAIR AND /OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPU ANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. . REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH. RE- ESTABUSHING FINISH GRADE AND RE- MULCHING TO SPECIFIED DEPTH. REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE GUARANTEE AU. PLANT MATERAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90 -DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK 10 INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE N0. 1, SIZED IN ACCORDANCE WITH (MAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI 260.1- 1996). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. 'B & B' INDICATES BALLED AND BURLAPPED; 'CONT.' INDICATES CONTAINER; 'BR' INDICATES BARE ROOT; 'CAL' INDICATES CALIPER AT 6' ABOVE SOIL UNE; 'GAL' INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALJPER IS. THE. MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTOR, PLANTS TO BE FULLY NNE, VIGOROUS. WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SCUD AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM. BRANCHES, OR ROOTS; LACK SYMMETRY. HAVE MULTIPLE LEADERS OR Y CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLAIT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES /HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE C) SUBSTITUTION: NO SUBSRTURON OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSRRJ TONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND IANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. SOIL PREPARATION: TOPSOIL AMENDMENT. AND BACKFILL ARE GENERAL REQUIREMENTS FOR AU. LANDSCAPE AREAS. UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTIUZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTIUZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERRUTY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO SOIL AND PLANT LABORATORY, BELLEVUE. WASHINGTON PHONE: 425- 746 -1665 OR, EQUIVALENT TESTING LABORATORY, FOR TEST #A05 -2. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR RENEW. IF ON -SITE TOPSOIL HAS BEEN STOCKPILED. A TEST IS TO BE COMPLETED FOR R, ALSO. 1e515 TO INCLUDE FERTIUTY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTUZER, CONDITIONERS, APPUCATON RATES, AND POST - CONSTRUCTION MAINTENANCE PROGRAM. 1 1510 TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL SURFACE SOIL ON -SITE MAY MEET TOPSOIL PRODUCT AS NOTED ABOVE. PROVIDE AMENDMENTS AS NOTED BELOW, AND EVENLY. BLEND AMENDMENTS TO SPECIFIED DEPTH. C) CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATON ON PLANS AND NOTED HERE -IN. 0) TOPSOIL/NATIVE SURFACE SOIL/STOCKEDPILED TOPSOIL AMENDMENTS: MODIFY TOPSOIL AFTER INSTALLATION IN ACCORDANCE WITH THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: 1. 6 -CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON -FARM ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTMNING REDWOOD OF CEDAR PRODUCTS. 2. 30- POUNDS NITROFORM (38 -0 -0) 3. 5- POUNDS AMMONIUM SULFATE 4. 40- POUNDS CALCIUM CARBONATE UMESTONE 5. 40- POUNDS DOLOMITE UMESTONE 6. 5 -OUNES BORON (AS BORAX) ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL . E) PUNTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: 1. 0.6 -CUBIC YARDS PER VOLUME TOPSOIL 2. 0.4 -CUBIC YARDS ORGANIC COMPOST. 3. 3- POUNDS NRROFORM (38 -0 -0) 4. 1- POUNDS AMMONIUM SULFATE 5. 2- POUNDS CALCIUM CARBONATE LIMESTONE 6. 2- POUNDS DOLOMITE UMESTONE PRELIMINARY LANDSCAPE PLANTING NOTES AND DETAILS TUKWILA, WA A PORTION OF THE SW 1/4 OF THE NW 1/4 OF SECTION 25 AND THE SE 1/4 OF THE NE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. F) TOPSOIL PREPARATION AND INSTALLATION: VERIFY SUBGRADES TO -7 INCHES BELOW FINISH ELEVATION IN ALL LANDSCAPE AREAS, EXCEPT AREAS NOTED ON PLANS. THIS ACCOMMODATES TOPSOIL AMENDMENTS. AND MULCH. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB-GRADE PRIOR TO SUB -GRADE PREPARATION THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB- GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT OR AROUND COSTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. REMOVE SOIL LUMPS. ROCK. - VEGETATION AND /OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB -GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL REMOVE ANA' ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE REMOVE PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. 0) TOPSOIL PLACEMENT: PLACE 2 INCHES OF TOPSOIL AND AMENDMENTS OVER THE PREPARED SUB -GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB -GRADE FOR A TOTAL DEPTH OF 8 INCHES. PLACE AN ADDITIONAL 2 INCHES UFT OR TOPSOIL OVER THE AMENDED SOIL AS A SURFACES COURSE. PLACE ADDITIONAL TOPSOIL AS REQUIRED TO MEET . FINISH ELEVATIONS OR IN AREAS INDICATED TO BE MOUNTED. BARK MULCH (TOPDRESSING): ONE -HALF -INCH (1/2') SIZE. TO ONE -INCH (1'), I.E., 'MEDIUM.' HEMLOCK /FIR BARK. FINE MULCH, I.5., 'STEERCO' TEXTURE AND CEDAR ARE NOT ACCEPTABLE STAKES: 2 -INCH DIAMETER BY 8 -FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL 1 -INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TEES; OR. 3/8' DIAMETER RUBBER. NO WIRE. HERBICIDE HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI- DESICCANT: 'WILT- PROOF,' 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO 511E TO BE KEPT CONTINUALLY 605T THROUGH INSTALLATION. EXECUTION: FINISH GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS AND /OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CML DRAWINGS IDEN9FY FINAL ELEVATIONS. TREES: ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PR, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKF1LL USING WATER ONLY. NO MECHANICAL COMPACTION. SHRUBS: INSTALL SHRUBS AS SPECIFIED FOR TREES. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW. AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE. AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS. APPLY SUFFICIENT QUANTITY TO PROVIDE A 2 -INCH DEPTH. UTILITY CLEARANCES: FIELD ADJUST PLANT. LOCATIONS FOR 8 -FOOT SEPARATION OF TREES /SHRUBS AND 2 -FOOT SEPARATION FOR • GROUNDCOVER FROM FIRE • HYDRANTS AND UTILITY VAULTS. PLANTING MAINTENANCE: CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION. AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING. WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS. RESETTING PLANTS TO PROPER GRADES OR POSITION, AND RE- ESTABUSHING SETTLED GRADES. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED I5 REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM TO BE MAINTMNED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION MD PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND /OR CORRECTED. PLANING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY /GUARANTEES. 2" MULCH LAYER (COMPACTED DEPTH) FEATHER EXCESS SOIL UNDER MULCH 1' MULCH AT CROWN 1/2' ABOVE GRADE 1' ABOVE GRADE NOTE REMOVE CONTAINER & WORK ROOTS FREE OF SOIL BACKFILL TO BE SETTLED USING WATER ONLY C ( RAM I GROUNDCOVER PLANTING DETAIL NOT TO SCALE HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT UST BED UNE EDGE DURB/WALK SPACING AS CALLED OUT ON PLAN /PLANT UST HOLD PLANTS FROM ZULU OF. PLANTER AS NOTED ON PLANT UST NOTE THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. PLANT MATERIAL SPACING DETAIL NOT TO SCALE 851011/4 LODGEPOLE 5 TREE STAKES; 1TTFLERXEBLE APPROX. R 11E3114 TO 1/2 FIGURE EIGHT PATTERN. STAKES MD TREE PLUMB 3' DEEP SAUCER FOR WATER 3' DEEP MULCH LAYER (COMPACTED DEPTH) REMOVE ALL TES WRAP & CONTAINERS. FREE PERIMETER ROOTS I FROM NURSERY BALL EXCAVATE TREE PIT AT A M1N. OF 4 TIMES DIA OF 8001BALL AT BALL CENTER, TAPERING PR GRADE TO FINISH GRADE PIT SPOILS. NURSERY BAIL WASTE BACKFILL SET BALL ON UNDISTURBED SUBGRADE, - OR COMPACTED SOIL 1A1, :11,11.1,i1 44 NOTE 11GHT FERTILIZER OVER PLANTING BED AFTER 8601 .u. ONLY; NO FERTILIZER IN PLANTING PR. WORK. PERIMETER ROOTS FREE OF NURSERY BALL BALL & FIT TO 85 •0011R5ELY SCARIFIED. EVERGREEN TREE PLANTING/STAKING DETAIL NOT TO SCALE PRUNE DAMAGED TWIGS AFTER PUNTING PLACE IN VERT. POSITION: DOUBLE 4540 RS WILL BE REJE1.leu NOTE: KEEP 80018ALL 60151 AND PROILL cu AT ALL 111AES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE RNISH GRADE PROTECT TRUNK MID LIMBS FROM INJURY. BACKER!. TO BE SETTLED USING WATER ONLY - NO MECHANICAL. COMPACTION. REMOVE ALL WRAP, 116 h CONTAINERS, REGARDLESS OF MATERIAL (2) 111186 OR RU RUBBER GUYS TIEDAIN FIGURE ELASTIC REMOVE AMER ONE GROWING SEASON 590450TNE WRAPPING DURING SHIPMENT TO SITE k INSTALLATION REMOVE AT COMPLETION OF PLANTING LAWN PLANTING PROVIDE 0 NO GRASS' TREE RING & 3' DEEP MATCH DYER (COMPACTED) IN WELL. HOLD BACK FROM TRUNK B TO 10 FINISH GRADE PREPARE PLANTING BED PER SPECS; AT MIN.. LOOSEN AND MIX SOIL TO 15" OR DEPOT OF ROOTHALL AND 4 111AE5 BALI_ DIA SCORE D K R ERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDI5NRBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO 5085455 ( +) 24' DECIDUOUS TREE. PLANTTNG/STAKING DETAIL NOT TO SCALE NOTE: OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE OVER ALL AGRICULTURAL SOIL DEPTH OF 3 FEET COARSE TRANSITION FROM TOPSOIL TO SUBSOIL BERM HEIGHT 8' TYP.. MIN. OR AS NOTED SOIL LINE: 3" IN MULCH. FLUSH IN LAWN SUBGRADE TOPSOIL SETTLED (COMPACTED CONDITION) REMOVE EXCESS GRAVEL AND PAVING 12' MAX. UP GRADING IN PARKING LOT PLANTERS DETAIL (TOPSOIL PREP.) PAVING SECTION (DEPTH VARIES) NOT TO SCALE AMENDED PLATTING SOIL PER NOTES (TOPSOIL) 2' MULCH LAYER FINISH GRADE WASHED 851E ROCK TRANSITION UNE IgNIIINAMAn 11 11j1�1�'�'� -Ii v i' 1111_4 f -111 11 11- x•011 PLAN11NG BED ADJACENT TO RIVER ROCK DETAIL NOT TO SCALE 2', MULCH LAYER 1" MAX. TOP OF CURB. TO TOP OF MULCH MULCH AT CURB DETAIL NOT TO SCALE CURB ca w w Z z C u 0) to W Z Z Z N CO Q 1n In ,n N 5117 55 vv 8 N ''SWAe 6, d5 STATE OF WASHING REGIS LANDSC , — 00' QJ AR9RIR CER10ICATE NO. 706 (VAUD ON1.0 NTH 9DNA1U LEGAL DESCRIPTION PARCEL A -1 ALL THAT PORTION LOT 7 OF ANDOVER INDUSTRIAL PARK N0. 5, AS PER PLAT RECORDED IN VOLUME 83 OF PLATS, PAGE 22 AND 23, RECORDS OF KING COUNTY. LYING NORTH OF THE FOLLOWING DESCRIBED LINE BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 7; THENCE NORTH 01'47'28' EAST 149.78 FEET: THENCE NORTHEASTERLY ALONG THE CURVE TO THE RIGHT, HAVING A RADIUS OF 216.37 FEET, THROUGH A CENTRAL ANGLE OF 05'21'43 -. AN ARC DISTANCE OF 20.25 FEET TO THE COMMENCEMENT OF SAID UNE; THENCE SOUTH 8812'32- EAST 339.74 FEET TO THE EAST BOUNDARY OF SAID LOT 7, WHICH IS THE TERMINUS OF SAID UNE; SITUATE IN 111E CRY OF TUKWILA COUNTY OF KING, STATE OF WASHINGTON. SURVEY INFORMATION PROCEDURE / NARRATIVE A FIELD TRAVERSE USING A ' MCA TCR 703- TOTAL STAMEN, AND "IDS RANGER' DATA COLLECTOR SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED. ESTABLISHING THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY UNE5, AND TOPOGRAPHIC FEATURES AS SHOWN 602E0N. A LETZ 8 -2A' AUTOMATIC LEVEL WAS USED TO CHECK AND ESUBUSH 711E ELEVATION OF BENCHMARKS AND CONTROL POINTS. THE RESULTING DATA MEETS OR EXCEEDS 111E STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332- 130 -090. DATE OF SURVEY 91110 SURVEYS BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED SEPTEMBER, 2007 AU. MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME HORIZONTAL DATUM - BASIS OF BEARINGS (NAD81/93) THE BASIS OF BEARING FOR THIS SURVEY IS: A UNE BETWEEN W5D01 MONUMENT ID 136 AND WSDOT MONUMENT ID 1384 WERE HELD FOR HORIZONTAL ROTATION AND W500T MONUMENT ID 136 WAS HELD FOR POSTIION. VERTICAL DATUM - BASIS OF ELEVATIONS (NGVD29) THE VERTICAL. DATUM FOR THIS PROJECT IS N050 29. NG5 POINT N254 WAS HELD FOR ELEVATION BONG 28.51 FEET. NOTE 1. LANDAMERICA LAWYERS TILE INSURANCE CORPORATION COMMITMENT N0. 20058188, (DATED JULY 16, 2004 AT 4:00 P.M.) WAS RELIED UPON FOR TITLE INFORMATION AND SUPPORTING DOCUMENTS. PLEAS REFER TO THAT REPORT FOR FURTHER INFORMATION REGARDING FINANCIAL MATTERS BEYOND THE SCOPE OF THIS SURVEY. LEG POND VAULT (P18 UMW DIAL) 6O YARD 1109 17 MU MEM (940 FOYER POE 51 JIMCI04I B06 (6 NOIFD) o PORK ORIN CIENPUT (SOLO) ▪ CROCK BASK OBI ® SIOPJI wool (sow) graver o 8100 NIDIE (MO o WEURY SEWER 0DMI08 (5500) ,p® 085 KM (00 OBCVI CAS VALVE DV NAM VALVE OW) • FIRE 1158*9 OM 8 MUER METER (FM) D 166171■ BLUE 00 EC DRIED CURB K V1RII04 CIAO CAS OM AND OATS • END 419 9RILY MOAAE1 (6 TOE) COMMIE • - WINO LIKE --�f- SWORi SUER TAE -9- GAS UIE -1545-1009014811001908 -PON> POIER UICO0000 MAO- 40*69 OWI6EAD -X- 0194 LAN 406E 0 MERCK 88910E 10494201E RISER (1TL R51R) 1110910E VAULT (143 SIGN (IS NOTED) Q8C001 R VERDE mo. IIEOCC MM. KNEW SWAKI. POW COUP BOUNDARY AND TOPOGRAPHIC SURVEY A PORTION OF THE SW 1/4 OF THE NW 1/4 OF SECTION 25 AND THE SE 1/4 OF THE NE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. 0 20 40 A- 89•56'15• R =50.00' L- 78.49' TRANSFORMER - SIGNAL JBOX CATCH BASIN WOTAN. MANHOLE M.19.25 68.10.79 IE 12' ADS 5.17.61 E 10' CONC 8864 IE 8' CONC 88.19.65 IE 10' CONC 5.8.64 1E 8' CONC E =9.16 E 6' CONC 5E -9.33 IE 6' CONC NE.9.41 CATCH 665(41 IE'B' CONC W.9.34 914419.08 IE 12' DI N.1731 E 18' DI 8-1931 E 15' CONC 5.17.15 SIGNAL JB00 CATCH BASIN 8'820.98 IE 12' CONC S -18.93 IE 12' CONC N =17.08 E 12' CONC E.17.08 CATCH BASIN RI■■m.66 E 12' CONC N.16.61 IE 15' CONC S.16.33 IE B' ADS (.17.55 ANDOVER INDUSTRIAL' PARK N0.5 3 VOL 83, PG 22 -23 CATCH BASIN 89/.2039 E 8' ADS 8.18.69 m CATCH BASIN 6141.20.34 IF 12' CONC 8.17.34 E 15' CONC 8.17.14 E 12' CONC 5.17.29 CATCH BASIN 6'820.26' E 12' CONC 5.17.34 E 12' CONC 8.17.36 TIM 1 -3/4' BRASS DISK • . /PUNCH ON HON IN CASE. LUMINNRE (T1P) J80X 2 y,4. sANRARY MANHOLE RIN.21.03 10 8' CONC 0 -10.40 E 6' CONC 8=10.30 E 6' CONIC N.10.61 E 6' CONC 5 =10.49 A- 4•06'50' R- 138.69' 1- 104.36' POST OFFICE Pa) 1 -34' BRASS DISK , /PUNCH ON MON IN CASE CATCH BASIN 991- 20.23. E 18' COW E.16.87 E 18' CONC W.16.83 CATCH BASIN 8114.19.81 E 15' CONC E- 16.81 80 IE 28' CONC 5.1826 E 16' CONC 8.16.66 E 12' CONC 41.18.31 TEL 440001E(TNH) END 1 -3/4' BRASS DISK , /PUNCH ON MON IN CASE CATCH BASIN RW =21.37 1E NO MFAAIENENI5 SANITARY MANHOLE 616.21.46 IE 10' LUNG N-9.59 E 10' CONC 5.9.88 IE 6' CONC E-9.94 E 6' CONC 8.10.86 FIRE DEPARTMENT STANDPIPE A- 47-37'38' R- 276.37 WATER 1NRKER 9011 L =229.73' AND VALVE WATER MANHOLE a- END 1 -3/4' BRASS DISK ,/PUNCH ON MON IN GIBE • • �P (Z"..% A.42•15'55' Nr R- 216.37' / / FRO 1 -3/4' BRASS DU ,/PUNCH ON MON W CASE AL, \Std SCALE. 1'.40' 0 TEL J90X MATH RIM.22.15 IE 28' CONC 8.15.75 10 28' CONC 5=15.75 E 12' CONC E.17.53 POWER VAULT SANITARY MANHOLE 86.22.19 1E 10' CONC 14.10.37 E 10' LONG 5.10.44 E 8' CONC W.11.26 10 6' CONC ( -10.94 '4 171;;;e41111"...111.1110FIRMIPIIII/TIOPMFAISITIMIT*AIWWFMFINIPIII8 .2:•• P(uc) 5887232/ 339.74 POWER METER END 1 -3/4' BRASS DISK . /PUNCH ON MON IN CASE 8.0011'43. 8.21637 EXISTING BUIDIND GATE POST Im 2 /-SWBIwEST CODER LOT 7 27' RAILROAD 0658834/ VOL. 63 PME5 22 -23 REC. N0. 7303010525 CATCH BASIN 6144.22.39 IE 6' RVC N -20.59 10 8' PVC 5.20.41 E 4' PVC 8.20.64 8 -ro 1'7 s' R- 410.28' L- 50.27' RAAMWD 961TC11 STAND 1•' ■ SPECIAL. EXCEPT1ONS REM NOS 1 THROUGH 4 AND 14: NOT APPUCABLE TO BE SHOWN ON SURVEY. 5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE RAILROAD AREA AFFECTED: A PORTION OF PARCEL A -3 OF SOD PREMISES DISCLOSED Err RECORDING NO.: 730301525 (DOES NOT AFFECT SITE) - 6. EASEMENT AND THE TERNS AND CONDOMS THEREOF: GRANTEE UNION PACIFIC RAILROAD COMPANY. ET Al. PURPOSE: RAILROAD RIGHT -OF -WAY AREA AFFECTED' A PORTION OF SAD PREMISES RECORDING NO' 7504210345 AFFECTS. PARCEL A -1 7. EASEMENT AND THE TERMS AND C9NDMON5 THEREOF: PURPOSE INGRESS AND EGRESS AREA AFFECTED A PORTION OF SAID PREMISES DISCLOSED BY RECORDING NO.: 7601060479 AFFECTS' PARCEL A -3 (DOES NOT AFFECT 5TIE) 8. RECIPROCAL NON- EXCLUSIVE EASEMENT AGREEMENT AND THE TERMS AND CONDBIONS THEREOF: RECORDING NO 7606250634 REGARDING: EASEMENT (D0E5 NOT AFFECT SITE) AND AMENDMENTS THLNEIU: RECORDING N0: 7612300436 NO FEES OR EXPENSES ARE CURRENTLY DUE OR OWING, 9. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE. FLOOD PROTECTION LEVEE. INCLUDING ALL APPURTENANCES AREA AFFECTED A PORTION OF SAID PREMISES RECORDING N0. 9108151406 AFFECTS PARCEL A -3 (DOES NOT AFFECT SITE) .A EASEMENT AND THE TERMS AND CONDTTONS THEREOF: GRANTEE: CBY OF 111KWILA PURPOSE SIDEWALK AREA AFFECTED . A PORTION OF SAID PREMISES RECORDING NO 9703130932 (SHOWN) A DEDICATION OF ROADS. MDR TO MAKE NECESSARY SLOPES. CUTS AND FILLS ALONG THE ROADS, RESTRICTIONS, SETBACK LINES, UTILITY EASEMENTS, RAILROAD EASEMENTS AND SANITARY SEWER EASEMENT AS SHOWN ON THE RECORDED PLAT OF ANDOVER INDUSTRIAL PARK NO 5, AS RECORDED IN VOLUME 83 OF PLATS, PAGE 22 AND 23, RECORDS OF KING COUNTY. WASHINGTON. (COVERS. PACES A -1 AND A -2) (SHOWN) 12. COVDIAN S. CONDITIONS AND RESTRICTIONS IMPOSED BY INSTRUMENT RECORDED ON FEBRUARY 28, 1961, UNDER RECORDING NO. 5256443. AND AMENDMENTS THERETO: RECORDING NOS.: 5332848, 5500900, 6138169, 6138154. 6143022, 6180358, AND 9406061388. (COVERS: PACE'S A -1, A -2 AND A -3) (NOTED). 13. MATTERS DISCLOSED BY UNRECORDED SURVEY BY *ERN/ETHEt LEACHMAR ASSOCIATES, INC., DATED MARCH 2, 1998, UNDER JOB N0. 6672, AS F0LL0W5: A) ENCROACHMENT OF ASPHALT. PARKING STALLS AND CONCRETE TIRE STOPS ONTO PROPERTY ADJOINING PARCEL A -2 TO THE SOUTH; B) ENCROACHMENT OF SIGN INTO RIGHT -OF -WAY FOR INDUSTRY DRIVE FRG* PARCEL A-2; C) ENCROACHMENT/PARTY IN POSSESSION NOT DISCLOSED OF RECORD AS EVIDENCED BY SHARED ASPHALT AND PARKING WITH THE PROPERTY ADJOINING PARCEL A -3 TO 154E SOUTH; 0) POSSIBLE IMPAIRMENT OF EASEMENT SHOWN AS PARAGRAPH 5 (/7504210345) BY REASON OF ASPHALT, PARKING STALLS AND CONCRETE TIRE STOPS LOCATED THEREIN ALONG PORRON5 OF PARCELS A -1 AND A -2; E) POSSIBLE IMPAIRMENT OF EASEMENT 54408'11 AS PARAGRAPH 4 (17303010525); F) POSSIBLE IMPAIRMENT OF EASEMENT SHOWN AS PARAGRAPH 8 (19108151406) BY REASON OF THE LOCATION OF THE NORTHEASTERLY CORNER OF BUILDING 12 ON PARCEL A -3 BEING LOCATED THEREIN. SURVEYOR'S CERTIFICATE 111E UNDERSIGNED HEREBY CERTIFIES TO REIT MANAGEMENT AND RESEARCH 11C., AS OF THE DATE HEREOF THAT THIS 5UNVEY CORRECTLY DEPICTS THE CONDEMNS OF THIS SITE ON 111E BASIS OF A FIELD SURVEY PERFORMED IN SEPTEMBER, 2007. DENNIS J. SAITYS, WASHINGTON RE N0. 27328 sfYos wig 0 Ov Mf N • cc VI it z = Q 0 .1 1 Q W W cc 416 z W W 0 1- W cc LL 617 INDUSTRY DRIVE TUKWILA, WA 98188 11" ......:�07 -4S DOS' !- '81 U CEO IN N O4 40 NA ▪ 3to 1n N m- Ytsv M 1 C4 •'J • N !I 11: 15 41 miro IA p IIF r2g 12 pp ii!;82g PRO! 116511! qN 1; 1; 1a it m lip ; = m` 20 " qs gyi .4 Igrig q m 11 42 !1X21 "I' 4Fle i; log 1111 ggR 01 aly AIR F si g 886 118 :11 11004 ; 1 1 /Ili mil 1 8 m1N_ s V 2 2 A a N Q a 8 a Q. a S S V V V V V V V HUD 86 8 gFig f gill 4181 11111 ! m ;15 Phei .111 iiii;IN 114 _ m 1/5 1 N� F 1g� � i is I 111 11141 111 114 2 0 <>9.N7 1'1]°°1 11y !,/ m Iz N 1 6e u ;1p !, 11; i 0 1 4.0W 11 PPP 4418-E r 681 N V P g A N301dO13A3a M Nf1WWOO 0001 1 833 RR No. Dab D 0 z0 mz A � I co m nw Z A 71 O Om Na A P CD z -nD2 $f"1 rn � rn ZN Z A Q M m Job Number 13237 Sheol • 18215 72ND AVENUE SOUTH KENT, WA 98032 - (425)251 -6222 (425)251 -8782 FAX CML ENGINEERING, LAND PUNNING, ENVIRONMENTAL RONMENTAL SERVICES NaaaAal Vortical N/A R M R , Oa A! 617 INDUSTRY DRIVE TUKWILA, WA 98188 COVER SHEET FOR DIAMOND HEAD STORAGE 1'-30' DEMOLITION CALLOUTST ODEMOLISH DOSIING ASPHALT PAVEMENT AND ROCK SUBBASE. STOCKPILE ROCK BASE ELSEIVHDIE FOR REUSE. SARCUT EXISTING ASPHALT PAVEMENT. ODEMOLISH EXISTING PLANTER INCLUDING THE S. 80015. GROUND COVER. TOPSOIL, NID CONCRETE CURBING. DDIOUSH DOSING LOT UGHT AND FTUNDAI10N. 0111101.191 DI50NG 00115 ODEMOLISH DOS11140 CONCRETE SOEWALK DEMOLISH DOSING CATCH BASINS AND STORM PPE ODEMOLISH DOSING GAS UNE AND 551ERS ODEMOLISH COSMO POWER VAULT AND UNDERGROUND POWER LINES 10 DEMOLISH DOSING TELEPHONE VAULT AND UNDERGROUND TELEPHONE LINES 11 0001196 SEWER TO BE CAPPED AND ABANDONED AS PER COY REQUIREMENTS. eREMOVE D050NG ON5IE WATER SERVICE PER aTY STANDARDS. 0 DOAXISH D051NG CONCRETE 5DEWNK CURB AND GUTTER. CONRRM LIMITS WITH GRADING PLAN SHEET C4 AND UN NSEECIOR. DFARXISI AND REPLACE ALL EXISTING PUBLIC 0905W4X AND CURB /GUTTER DA/AGED AS A RESULT OF MSS CONSTRUCTION. eREMOVE 065'0NG SIGNS AND MAB.BOID.S.. C> DEMOLISH EXISTING BUILDINGS. SANITARY MANHOLE R19 =20.79 IE 10 CONC 9 =8.64 IE IE 10" CONC 5 =8.64 IE 8" CONC E =9.16 IE 6" CONC SE =9.33 IE 6" CONC NE =9.41 CATCH BASIN IE 8" CONC W =9.34 619 =19.08 IE 12" DI N -17.31 IE 18' DI W =19.31 IE 15" CONC S =17.15 SIGNAL JBOX DEMOLITION PLAN TUKWILA, WA A PORTION OF THE SW 1/4 OF THE NW 1/4 OF SECTION 25 AND THE SE 1/4 OF THE NE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. A=89'56'15" R= 50.00' L =78.49' TRANSFORMER PED CROSSING SIGN CATCH BASIN RIM =19.25 IE 12" ADS 5 =17.61 8" CONC NW =19.65 DEAD END SIGN FIRE HYDRANT RIM =20.98 IE 12' CONC S =16.93 IE 12" CONC N =17.08 IE 12" CONC E =17.08 3 CATCH BASIN RIM =20.66 IE 12" CONC 9 =16.61 IE 15' CONC S -16.33 IE 8° ADS E =17.55 CATCH BASIN RIM =20.34 IE 12" CONC 9 =17.34 IE 15" CONC W =17.14 IE 12' CONC S =1729 CATCH BASIN RIM =20.59 IE 8' ADS W =18.69 STOP SIGN CATCH BASIN RIM =20.26 IE 12" CONC 5 =17.34 IE 12' CONC N =17.56 FND 1 -3/4" BRASS DISK w /PUNCH ON MON IN CASE FIRE HYDRANT LUMINAIRE (TYP) JBOX STOP SIGN WM SANITARY MANHOLE RIM =21.03 IE 8' CONC E =10.40 IE 8" CONC W =10.30 IE 6" CONC N =1061 IE 6" CONC S =10 49 TEL JBOX SDMH RIM -22.15 IE 24' CONC N =15.75 IE 24" CONC S =15.75 IE 12" CONC E =17.53 POWER VAULT A =43'06'50" R =138.69' L= 104.36' FND 1 -34' BRASS DISK. w /PUNCH ON MON IN CASE CATCH BASIN RIM = 20.23. IE 18" CONC E =16.87 IE 18' CONC W =16.83 CATCH BASIN RIM =19.81 IE 15" CONC E =16.61 IE 24" CONC 5 =16.26 IE 18" CONC W =16.66 IE 12" CONC N =16.31 TEL MANHOLE(TMH) FND 1 -3/4' BRASS DISK w /PUNCH ON MON IN CASE CATCH BASIN R19= 211.37 IE NO MEASUREMENTS SANITARY MANHOLE RIM =21.46 IE 10" CONC N =9.59 IE 10" CONC S =9.66 IE 6" CONC E =9.94 IE 6" CONC W =10.86 FIRE DEPARTMENT STANDPIPE A= 47'37'38" 15' UTILITY EASEMENT R =276.37' 4, VOL 83 PAGES 22 -23 & L =229.73 � 15' SIDEWALK EASEMENT REC. NO. 9703130932 WATER MARKER POST AND VALVE FND 1 -3/4' BRASS DISK w /PUNCH ON MON IN CASE STOP SIGN EXISTING BUILDING TO BE DEMOLISHED WATER MANHOLE LO 7 © a 1. AFN 022340007 '.1 . t, 1 L �., • BOx(2) ,t MAILBOX(14) MAILBOX(13) Oµ NCH WX /� ✓ y • . 7 : 1 ! '14=- solo FND 1 -3/4" BRASS DIS w /PUNCH ON MON IN A=42'15'55" R= 216.37' L =159.61' SANITARY MANHOLE RIM =22.19 IE 10" CONC 9 =10.37 IE 10" CONC S =10.44 IE 8" CONC W =11.26 IE 6" CONC E =10.94 S88'12'32 "E 339.74' FND 1 -3/4" BRASS DISK w /PUNCH ON MON IN CASE POST E HYDRANT TRANSFORMER 5s05'21'43" R- 216.37 L- 20.25' MP-) POWER METER G LIMITS EDGE A 27' RAILROAD EASEMENT VOL 83 PAGES 22 -23 REC. N0. 7303010525 IN RI=CATCH M 22.39 8A \ -IE 6' PVC N =20.59 IE 6° PVC S =20.41 M13Y IE 4" PVC W =20.64 HEDGE ) ROAD FROG SILT FENCE PER OETNL SHEET RR CROSSING SIGN SPEED LIMIT A =701'15 ". R =410.28' L= 50.27' RAILROAD SWITCH STAND NO LIMOS 5 9- M N N NOmlco co rains kt Nom.. CNI P•i0' 0 15 30 60 TEL J80X SDMH RIM =22.15 IE 24" CONC N =15.75 IE 24" CONC S =15.75 IE 12" CONC 6 =17.53 k TEMP. EROSION AND SEDIMENTATION CONTROL PLAN TUKWILA, WA A PORTION OF THE SW 1/4 OF THE NW 1/4 OF SECTION 25 AND THE SE 1/4 OF THE NE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. A=89'56'15" R =50.00' L=78.49'1,, .0 TRANSFORMER PED CROSSING SIGN CATCH BASIN SANITARY MANHOLE 8114=19.25 RIM= 20.79' IE 12" ADS S =17.61 IE 10" CONC N =8.64 IE 8" CONC NW =19.65 IE 10" CONC S =8.64 DEAD END SIGN • IE 8" CONC E =9.16 IE 6" CONC SE =9.33 IE 6" CONC NE =9.41 CATCH BASIN IE 8" CONC W =9.34 RIM =19.08 IE 12" DI N =17.31 IE 18" DI W =19.31 IE 15" CONC .S =17.15 SIGNAL JBOX ARE HYDRANT \54 CATCH BASIN RIM =20.98 IE 12" CONC 5 =16.93 IE 12' CONC N =17.08 IE 12" CONC E =17.08 3 CATCH BASIN RIM =20.66 IE 12" CONC N =16.61 IE 15" CONC S =16.33 IE 8" ADS E =17.55 CATCH BASIN RIM =20.59 16 8" ADS W =18.69 CATCH BASIN RIM =20.34 IE 12" CONC N =17.34 IE 15" CONC W =17.14 IE 12" CONC S =17.29 ST)�P SIGN �M1M1 _ M1 59 154` CATCH BASIN RIM =20.26 IE 12" CONC S =17.34 IE 12" CONC N =17.56 FND 1 -3/4" BRASS DISK w /PUNCH ON MON IN CASE FIRE HYDRANT LUMINAIRE (TYP) JBOX STOP SIGN 2 SANITARY MANHOLE RIM =21.03 IE 8" CONC E -10.40 IE 8" CONC W =10.30 IE 6" CONC N =10.61 IE 6" CONC S =10.49 A =43'06'50" R =138.69' L =104.36' FND 1 -34" BRASS DISK w /PUNCH ON MON IN CASE CATCH BASIN RIM = 20.23. IE 18" CONC 6 =16.87 IE 18" CONC W =16.83 CATCH BASIN RIM =19.81 IE 15' CONC E =16.61 IE 24' CONC S =16.26 IE 18' CONC W -16.66 IE 12" CONC N =16.31 TEL MANHOLE(TMH) FND 1 -3/4" BRASS DISK w /PUNCH ON MON IN CASE END 1 -3/4" BRASS DISK w /PUNCH ON MON IN CASE .!n STOP SIGN 1 'SANITARY MANHOLE RIM -21.46 IE 10' CONC N ■9.59 IE 10' CONC S =9.66 IE 6" CONC E =9.94 IE 6" CONC W =10.86 FIRE DEPARTMENT STANDPIPE A =4T37'38" 15 UTILITY EASEMENT • R =276.37' VOL. 83 PAGES 22 -23 & L =229.73 a`' 15 SIDEWALK EASEMENT REC. N0. 9703130932 A WATER MARKER POST AND VALVE WATER MANHOLE FND 1 -3/4" BRASS D15 w /PUNCH ON MON IN A=42•15'55" R =216.37' L= 159.61' POWER VAULT SANITARY MANHOLE RIM =22.19 IE 10" CONC N =10.37 IE 10" CONC S =10.44 IE 8" CONC W =11.26 16'6" CONC E =10.94 4gt.: . ' V • 4C4r ' 40 'obi 417 • iA a1" 110R "+y 'ow : 411," `SIR "414 P(UG) S88' 12'32 "E 339.74' TRANSFORMER POWER METER 6.051i'43* NO ULM R.216,37 (TYPJ EXISTING BUILDING FND 1 -3/4" BRASS DISK w /PUNCH ON MON IN CASE POST HYDRANT EDGE RR CROSSING SIGN SPEED LIMIT A =T01'15" R =410.28' L =50.27' RAILROAD SWITCH STAND 1618010 LILRTS HEDGE LROAD FROG SILT FENCE PER DETAIL SHEET 0 1 A CI Cell. 27' RAILROAD EASEMENT VOL 83 PAGES 22-23 REC. N0. 7303010525 LTA 4.4 ,-i 20 43' 161 CI W LL- LEGEND ∎"A M AJLJ 0.615160 UMRS SILT FENCE - TDIPORARY Y DITCH ROCK CHECK IMY / RIPRIP PAD . CONSIRUCIION ENTRANCE a 15 PRELIMINARY GRADING AND STORM DRAINAGE PLAN TUKWILA, WA A PORTION OF THE SW 1/4 OF THE NW 1/4 OF SECTION 25 AND THE SE 1/4 OF THE NE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WM. CATCH BASIN RIM =19.25 IE 12" ADS S=17.61 IE 8" CONC NW =19.65 . CATCH BASIN RIM =19.08 IE 12' DI 9 =17.31 IE 18" DI W =19.31 IE 15" CONC 5 =17:15 A=89'56'15" R= 50.00' L= 78.49' CATCH BASIN RIM =20.98 IE 12' CONC S =16.93 IE 12' CONC N =17.08 IE 12" CONC E =17.08 3 CATCH BASIN RIM =20.66 IE 12" CONC N =16.61 IE 15" CONC S =16.33 IE 8" ADS E =17.55 CATCH BASIN RIM =20.59 IE 8" ADS W =18.69 CATCH BASIN RIM =20.34 IE 12" CONC N =17.34 IE 15' CONC W =17.14 IE 12" CONC S =17.29 _11 .0` 2 9� CATCH BASIN RIM =20.26 0 12" CONC S =17.34 IE 12" CONC 9 =17.56 FND 1 -3/4' BRASS DISK w /PUNCH ON MON IN CASE WM 1583 95 2 A= 43'06'50" R= 138.69' L= 104.36' FND 1 -34' BRASS DISK w /PUNCH ON MON INCASE CATCH BASIN RIM =19.81 IE 15' CONC E -16.61 IE 24" CONC S =16.26 IE 18" CONC W =16.66 IE 12" CONC N =16.31 FND 1 -3/4' BRASS DISK w /PUNCH ON MON IN CASE / FND 1 -3/4' BRASS DISK w /PUNCH ON MON IN CASE 11 A= 4T37'38" 15' UTILITY EASEMENT R= 276.37' VOL. 83 PAGES 22 -23 & L= 229.73' 15' SIDEWALK EASEMENT REC. N0. 9703130932 A FND 1 -3/4" BRASS DISK w /PUNCH ON MON IN CASE �y A=42'15'55" R= 216:37' L= 159.61' P STAU. NEW CONCRETE SIDEtdER CURB & GUTTER SDMH RIM =22.15 IE 24" CONC N =15.75 IE 24" CONC S =15.75 IE 12" CONC E =17.53 FND 1 -3/4' BRASS DISK w /PUNCH ON MON IN CASE }(I" 190 I� 1 I 1i T -721 SOLIDI LOCKINf UD 1 � IE CB, YP@' 4 (Fla° FY) PROPIOSgD BNILRING 1 .1 I I I I I F-23.0 STEEL I I I I I I I i l l l l STEEL FENC 1'd,,� 'aK t• � � � ___ - 17' 151' 588"12'32 "E 339.74' 6'91 GATE POST 0 =0521'43" R =216.37 L =20.25' EXISTING BUILDING EDGE 27' RAILROAD EASEMENT VOL. 83 PAGES 22 -23 REC. N0. 7303010525 HEDGE LROAD FROG A= 7'01'15" R= 410.28' L= 50.27' RAILROAD SWITCH STAND o. U CO W 13 p30i0' PRELIMINARY WATER AND SANITARY SEWER. PLAN TUKWILA, WA A PORTION OF THE SW 1/4 OF THE NW 1/4 OF SECTION 25 AND THE SE 1/4 OF THE NE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CATCH BASIN RIM =20.98 IE 12' CONC S =16.93 IE 12" CONC 9 =17.08 FIRE IE 12' CONC 6 =17.08 HYDRANT A =89'56' 15" R =50.00' L =78.49' TRANSFORMER PED CROSSING SIGN CATCH BASIN SANITARY MANHOLE RIM =19,25 RIM =20.79 IE 12' ADS 5 =17.61 IE 10' CONC N =8.64 IE 8' CONC NW =19.65 IE 10" CONC S =8.64 DEAD 040 SIGN IE 8" CONC 6 =9.16 IE 6' CONC SE =9.33 IE 6' CONC NE =9.41 CATCH BASIN IE 8' CONC W =9.34 RIM =19.08 IE 12' DI 9 =17.31 IE 18' 01 W =19.31 IE 15' CONC S =17.15 SIGNAL JBOX CATCH BASIN RIM =20.66 IE 12' CONC 9 =16.61 IE 15' CONC S =16.33 IE 8" ADS E =17.55 CATCH BASIN RIM =20.59 IE 8' ADS W =18.69 CATCH BASIN 919 =20.34 IE 12' CONC 9 =17.34 IE 15' CONC W =17.14 IE 12' CONC 5 =17.29 STOP, SIGN CATCH BASIN 919 =20.26 IE 12' CONC S =17.34 IE 12' CONC N =1756 WM FND 1 -3/4' BRASS DISK w /PUNCH ON MON 19 CASE FIRE HYDRANT LUMINAIRE (TYP) JBOX • STOP SIGN SANRARY MANHOLE 919 =21.03 IE 8' CONC E =10.40 IE 8' CONC W =10.30 IE 6' CONC N =10.61 IE 6' CONC S =10.49 A =43'06.50" R= 138.69' L= 104.36' •/ FND 1 -3/4' BRASS DISK w /PUNCH ON MON IN CASE FND 1 -34' BRASS DISK w /PUNCH ON MON IN CASE CATCH BASIN RIM = 20.23. IE 18' CONC E =16.87 IE 18' CONC W =1683 CATCH BASIN RIM =19.81 IE 15' CONC 6 =16.61 IE 24" CONC S =16.26 IE 18' CONC W=16.66 IE 12' CONC N =16.31 TEL MANHOLE(TMH) FND 1 -3/4' BRASS DISK w /PUNCH ON MON 19 CASE SANITARY MANHOLE RIM =21.46 IE 10' CONC N =9.59 IE 10' CONC S =9.66 IE 6' CONC E =9.94 IE 6' CONC W =10.86 FIRE DEPARTMENT STANDPIPE A =4737'38" 15. WIRY EASEMENT R =276.37' VoL 83 PAGES 22 -23 a L =229.73' 15' SIDEWALK EASEMENT REC. N0. 9703130932 A WATER MARKER POST AND VALVE WATER MANHOLE CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATOR OF EX. WARM LINE AND MULL: 1 -8'48' TEE 1-8' GATE VALVE STOP SIGN PROPOSED BUILDING FF -23.0 LOT 7 AFN 022340007 FND 1 -3/4' BRASS DISK w /PUNCH ON MON IN A=42'15'55" R =216.37' L =159.61' COMPACTOR 10 F1ELD VERIFY LDCA110N e AND ELEVATION OF EX WATER UNE AND INSTALL I-e5m' TEE 1-6' GATE VALVE TEL J80X SDMH RIM =22.15 IE 24' CONC 9 =15.75 IE 24' CONC S =15.75 IE 12' CONC E =17.53 POWER VAULT SANITARY MANHOLE RIM =22.1.9 IE 10' CONC N =10.37 IE 10' CONC 5 =10.44 IE 8' CONC W =11.26 IE 6" CONC 6 =10.94 FND 1 -3/4' BRASS DISK w /PUNCH ON MON IN CASE P(UG) TRANSFORMER ar0511'43' R- 218.37 GATE POST' L -2025' GATE POST FIRE HYDRANT S88'12'32 "E 339.74' POWER METER EXISTING BUILDING EDGE A 27' RAILROAD EASEMENT VOL 83 PAGES 22 -23 REC. NO. 7303010525 HEDGE LROAD FROG RR CROSSING SIGN SPEED LIMIT A =7'01'15" R= 410.28' L =50.27' RAILROAD SWITCH STAND 1 u ° ~UJ �qq Gq : o Ea 1-4 z _1 2 Ili 0 CO c° uel Et LL. 0 1 DEMOLITION /TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS ORADINQ AND EROSION CONTROL NOTES 1. THE EROSION PREtlE1TpN AND SEDIMENT C�fIROL [ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM RFA1�. 2. 3. 4. 5. 6. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABL15M4 THE CLEARING UNITS, INSTALL CONSTRUCTION ENTRANCE, AND 86ThLL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES BEFORE ANY GROUND DISNRBMICE OCCURS ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND LWNTNN ALL ESC MEASURES ACCORDING TO THE ESC PIN/ ESC MEASURES. DICLUDNG ALL PERIMETER CONTROL, SHALL REMAIN IN PLACE UNRL FINAL SITE CONSTRUCT/3N S COMPLETED AND PERMANENT SUBRIIATION R ESTABLSHEA FROM MAY 1 THROUGII SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL ROM UNWOR ED FOR SEVEN DAYS OR MORE FROM OCTOBER 1 THROUGH A 30. PROVIDE TENPORARY AND PERMANENT COVER MEASURES 11) PROTECT DISTURBED AREAS THAT WILL SOWN UNWGME0 FOR 1W0 DAYS DR MORE 64 ADDITION TO COVER MEASURES. THE CONTRACTOR SHALL: A PROTECT S 00KPLLES AND STEEP CUT AND FILL SLOPES IF UNWORIOD FOR MORE 1FAN 12 HOURS. B. STOCKPILE, ON SHE, DOUGH COVER MATERIALS TO COVER'AL DISTURBED AREAS. 0. �NGfOTTHE 5660064 (OCTOBER 1THTHR01� UT/WORKED A 30). MULCH ALL SEEDED AREAS 7. FAILURE T0. MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE OIRECOON OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE PROPERTY WHERE SUCH FACILITIES ARE LOCATED. 8 DURING THE LIFE OF THE PROJECT, THE PERMITIEE SHALL MAINTAN IN GOOD CONDITION AND PROMPTLY REPM. RESTORE OR REPLACE ALL GRADE SURFACES; WADS. DRAINS, OARS STRUCTURES VEGETATION. EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES N ACCORDANCE WITH APPROVED PLANS 9. THE PERMITTFE SWILL MONITOR 1640 DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH 1H@ DIRECTOR'S APPROVAL. REMOVE ALL SEDIMENT DEPOSITION RESIATNG F11011 PROJECT- RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMRIEE S REOUFFD TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB Sf1E. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCH. LAWS. 11. AS THE FIRST ORDER OF BUSINESS, NE PERIIITIEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SAL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED. INSTAL AND ESTN3US1 THE UPSTREAM PERMANENT ESC MEASIRE5. 12. THE PERMRIEE SHALL AT ALL TI0 48 PROTECT 5EN5LINE AREAS, THEIR BUFFERS. AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS-OF-WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITIEE SWILL RESTORE, TO THE STALLNROS IN EFFECT AT THE ANTE OF THE ISSUANCE OF THE PERMIT, SE1671166 AREAS. THEIR BUFFERS. AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMMED BY THE PERY111EE'S OPERATIONS. 13. PEI81111EE SFIALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A NOTIFY 7HE PUBLIC FURIES DEPARTMENT WITHIN 48 FHOURS FOLLOWING INSTALLARD/4 OF ESC MEASURES. B. OBTAIN PERMISSION N WRITING FROM DE PUBLIC WORKS DFP0RIIONT PRIOR 10 MODIFYING THE ESC PLAN. G MAINTAIN ALL ROAD . DRAINAGE MIDIS, 5T0RIA WATER DRAINAGE SYSTEMS CONTROL MEASURES AND OMEN 685147RES AS IDENTIFIED 114 THE ESC PLAN. D. REPAIR ANY SALTATION OR EROSION DAMAGES TO ADJOINING PROPER155 AM DRAINAGE FACILITIES. E INSPECT ACCORDING 10 THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. FILTER FABRIC FENCE INSTALLATION NOTES 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROIL CUT TO THE 1010114 OF THE BARRIER 10 AVOID USE OF JOINTS. WHEN JOINTS ARE MEW" FILTER LOTH SHALL BE SPUCED TO WNER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-8406 OVERLAP, AND BOTH ENDS SECURELY FASTENED 10 THE POST. 2, THE RUES FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS_ (WHERE FFASI THE FENCE POSTS SHALL BE SPACED A IINOMUM OF 6 FEET APART AND DRNET SECUREL INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED. ROUGHLY 8 INCHES WIDE 0111) 12 INCHES DEEP. UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPS.OPE SIDE OF THE POSTS USOO HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG R91GS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 RICHES ABOVE THE ORIGINAL GROUND SURFACE 5. THE SIAFDMRD STRENGTH FLL1ER FABRIC SHALL BE STAPLED OR WIRED TO 111E FENCE. AND 20 INCHES OF THE FABRIC SHALL BE 660ENOED INTO TIE TRENCH. THE 608180 SWILL NOT EXTEND MORE THAI 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE FILTER DEC SHAM NOT 8E STAPLED TO OGST640 TREES. 0. WHEN EXTRA STRENGTH FRIER FABRIC AND CLOSE POST SPACING ARE USED, THE VITA MESH SUPPORT FENCE MAY 8E ELIMINATED. IN SUCH A CASE THE FILTER FABRIC 6 STAPLED OR WEED DIRECTLY TO THE POSTS WITH ALL OTHER PROVSpNS OF STANDARD NOTE 6 APPLYING. 7. THE TRENCH DULL BE BA701L188 WITH 3/4-INCH MINIMUM DIAMETER WASHED GRAVEL 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR ISOUL PURPOSE. BUT NOT BEFORE THE UPS.OPE AREA WS BEEN PERMANENTLY SD8ILLZED. 9. FUER FABRIC FENCES SHALL BE INSPECTED WIMEDAIFIY AFTER EACH RAINFALL AND AT LEAST ON1.7 DURO40 PROLONGED RAINFALL AMT REQUIRED REPAIRS SHALL BE MADE OWFDATELY. INSERT SWILL BE DIRTRAP, ULTRA 080140 ARD OR APPROVED EQUAL SKIRT EROSION CONTROL CATCH BASIN INSERT NOT TO SCALE MATS A 8 OF NCNX4BTRUC'i10N FABRIC: NEEDLE PUNCHED NON -WOVEN GEOTEXIILE MATERIAL FABRIC 5 RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DEGREDATION AND A BROAD RANGE OF CHEMICALS. APPARENT OPENING SIZE (ADS): GRAB TENSILE STRENGTH: PUNCTURE STRENGTH: MULLE6 BURST: TRAPEZOIDAL TEAR: WATER FLOW RATE: PERMEABILITY: 80 US STANDARD SIEVE (0.180 MM) 200 L8S 130 L8S 400 P51 85 LB5 110 GPM /F12 0.38 CM /SECOND Ditiggigte SKIRT: 24'x36' SOCK FILTER /SEPARATOR: 10' D x 24' L DETEMBLIIMAEIBene CONSULT FEDERAL, STATE. AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS 2'x2'x14 GA WIRE OR EQUIVALENT. IF STANDARD STRENGTH FABRIC IS USED FILTER FABRIC MATERIAL MN. 4'x4' TRENCH BACKFILL TRENCH WITH _ NA1NE SOIL OR 3/4' - 1. WASHED GRAVEL 2'xl." WOOD POSTS. POSTS, 800814, 04 EQUIVALENT CE JOINTS N FILTER FABRIC SHALL BE SPUCED AT POSTS. USE STAPLES, WIRE RINGS. OR EQUIVALENT TO ATTATCH FABRIC TO POST 2*x2' 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC IS USED =11= = ..11: =11= 11= 11- 11 =11= 11.11= 11-.11= 1L= a1 :-11.`• I =1I =11 �I MIN. 4'x4' TRENCH J_ 6' MAX rI (POST SPACING MAY BE INCREASED TO B' E WIRE BACKING II USED) 2'x4' WOOD POSTS, STEEL FENCE • POSTS, REPAIR. OR EOUNNENT IJ .AI FILTER FABRIC FENCES SHALL BE TFNSTALLED ALONG CONTOUR WHENEVER P05510LE FILTER FABRIC FENCE NOT TO SCALE 1. CONTRACTORS RESPONSIBILTIY FOR MAINTAINING Q CLEANING THE APPROACH ON A REGULAR BASIS. 2. IF DIRECTED BY THE COUNTY ADDITIONAL QUARRY SPALLS MUST BE ADDED. 3. THE CONSTRUCTOR APPROACH MUST BE LOCATED AT THE PERMANENT APPROACH LOCATION. P' R -25' MIN. 12' 4' -6' QUARRY SPALLS TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE TEMPORARY 'V' DITCH NOT TO SCALE 1.0' MIN. FLOW W.41T.W#RN9MI W:IX47 /331BWTT491 91•11 <LRBF_1M1� 3' 3' SWALE FLOWUNE ROCK CHECK DAN 0.5' MIN. KEY ROCK INTO SWALE 0.25' (MIN.) SWALE X-0EC110N AT ROCK CHECK QFlIII KEY ROCK INTO SWALE MIN. 0.25' acKEDAR ROCK CHECK DAM DETAILS SUMP BEHIND ROCK CHECK DAM SWILL BE INSPECTED ONLY, A40 CLEANED WHEN COLLECTED DEBRIS EXCEEDS 1/2 OF ITS DEPTH NOTE ROCK SHALL BE 4' MINUS QUARRY ROCK. NOT TO SCALE DEMOLITION NOTES& 1. ALL PAVEMENTS, CURBS, GROUND COVER, WILRIE5, ETC. INSIDE DDAOLUTION UMITS SHALL BE REMOVED UNLESS OMERNSE SHOWN ON THE PLANS. CONTRACTOR SHALL CAP /PLUG ALL UTILITIES WHICH ARE TO BE ABANDONED DR REMOVED. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED AND NECESSARY PAEOGNSIRUC1ION MEETINGS HELD PRIOR TO COMMENCING WOW. 3. CONTACTOR STOW. HAVE ALL DIEING mums WITHIN PROXIMITY OF WORK AREA LOCATED PRIOR TO WORK. 4. CONTRACTOR SHALL PROTECT AND PRESEIRE ALL IMAROVENEN15 ALONG THE POI/AUER OF THE WORK AREA. Amy COMM IMPROVEMENTS SWILL BE REPAIRED/REPLACED AT CONTRACTORS ENOISE 6. WATERING OF TRENCHES MAY BE NECESSARY. CONTRACTOR SHALL DEPOSE OF ANY PUMPED WATER IN A MANNER CEDED ACCEPTABLE BY 11E CRY. 8 -8 NOLL03S V -Y NOLL03S F 12 Ilg b li MITI IP PF 9 AN" nil him x4 OA Ehil q ' • A gg 52 gm q 220m II ° SI 241 5 in ipl R M4 CI t Y N Y P P €5 =8 me Win �6 >gP c." L o�Pr Y > 8 ! 4 m �r 1,1 �� !F N IMP T ii .-m YN10 i 9 111! F m qm fL p r il uuu��g; R4SSSSiiII $ Y�� m9��g11_L �r $ :qr�esx�� gm WI Om It' g -4 q /5"1 Fg s 1 pip3aa i$ 8 21 Nom_ _�� § ��. TR ]Ct�l� � � G i� � �4 �'2C f� �1 ! �� Z � � �� 41 p mila 4 .-q 8 OP 3 eli; "mr0; M 6 :T 1 1OF 444 i 4 0 4 ? 416 10 4X q Xi 11 PRI 1 lig 1 ;!1 1 11501; :g 4J g N: 1;14 a 1 1E1 OP 19 lid 411 8P11 flq 2 ilir 1 4! 2- lml 8 g; 41 ! : 49! 60 m ; g F I i i � 2s a q% m �� ! 11 1 a o 0 -.. .1-D' I; P . ■i�i�i ■ ■ .�� s 1 0 li -P ,� C RECEIVED Na 200BI COMMUNITY ELOPMENT Na a A a m 2 c v v m 0 0 Z 33 C C) 0 Z Z 0 Urn ) Z 0 0 rn D Job Numb. 13237 C7 . 7 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CIVIL ENGINEERING. LAND PLANNING, SURVEYING. ENVIRONMENTAL SERVICES Mokpo _AS_ Dram Est ty.we Approvei _AS_ Dar. 21,62ZMI RMR, LLC 617 INDUSTRY DRNE TUKWILA, WA 98188 CONSTRUCTION NOTES AND DETAILS FOR DIAMOND HEAD STORAGE RED PARKING LS TERNATIVE L VEHICLES) 'to 'no 'm 0a In 'on 'ollv%D. 'on 'm 'm 'on 'oa ho Oa 'm Ott 'm '013 0.0 *OA On a0 0.0 'no 0.0 'm/ •0 0.0 'no ,'Do •m 'm •m ad 'no 'm 'm 'm. •0 'm '0 0.0 'm . •m. b0 b0 'm 'on/ by . 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OA Ol •1.2 22 aD •I a] •'.e •ta •'20 •0.1 '0A •m 0A 'oA • p •m OA '07 '12 20 • 7 077 AA 07 '15 '01 , •a1 'a, 0a a0 AD IT V 'u 41 •aa 'm �' .'m 1 • ,,'09 "m as m % '02 'm '02 '1.1 20 • 4.7 '01 27 '2. '12 '0.0/ 11,. a1 Gw00 AA MK.. '+a •18 1A a.! 0a .t +rj• 1- m 00. •m. •a1. '23 'm : 'm '1A 1I '22 2.0 21 '12 // 0 0.1 AD (0 ,,. '12 22 0a a2 1A ns.. 09 .1101q-..d.,- 0 0.1 a1 0.1 '0D '20 2 4 STORY FORAGE a1 'm b2 'to 'm. to , 2a •2i • AA •1A a1 •0f 01 '20 47, O. SF G' 1 FLOOR f�:,f. 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