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I " = 200' 0 100 200 400 , 3RD PL. .L --- Z i 1$230- 18230- I O r 59011 SITE , l �82305901259120 - ! ill -----cr LL.18230- 18230- O �f I 59122 59082 , ---_--- �w� _J , I --- -- l-- 14 -- - �-4TH PL. -- CITY OF RBNTON BOUNDARY OntGft I I I I ! _ --xs- ! - 1 SW GRMy�Divisi0n AUG 2 7 2009 NEIGHBORHOOD DETAIL MAP ,:,EBVED fell MIR g1ill a 1 fill ��a�I1: 1�lip 11 ; [IQ HU 11 ■ 1 t �� • ei �1 1 ail ��E1 1 1 e y r 2� SON i R �� � R .I I.�1 s �■ � ����°$���� °i1 E�1 � � � �ea`� $� ���''� �A $�E�� �1►�� � ���a�i°a� ��I$ °a"'a`$ �"� "� ° 7° 1 R� ��■q�>�]jaaR07� �R °1� 7o $ fall° 1 Ra 1 f° I R1a'�� 14R 11 g{�Ra�a ��! i 1$ r3 �a ��.���■a �I� $o.�l.� P.�j3J°� ^ 07FARREUPROMN k•-ri PETRA ENGINEERING NA�tlr•e•Ir 7A) lr�rA f1�i RDi7A1f77 k 7 �4. ��� � ���i i; ig:i i iy 3 11! A it .�� g0 R1'Pill § Im '•O � OTAKFAMLMOMn PETRA M ENGINEERING Y rsanrur�n�rreao�wm�n.a�..w � . w-vso, c'� oc.aso. yal�w'•�ip 1l�w�rl Nltl lk][L71L7.171�7�11f11rt... 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CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: September 3, 2009 To: City Clerk's Office From: Stacy Tucker Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office. Project Name: O'Farrell Grade & Fill Permiit LUA (file) Number: LUA-09-103, SP Cross-References: AKA's: Project Manager: Rocale Timmons Acceptance Date: N/A Applicant: Pete Swan, Petra Engineering, LLC Owner: Brian O'Farrell/O'Farrell Properties, LLC Contact: Same as applicant PID Number: 1823059082; 1823059122; 1823059012; 1823059120; 1823059011 ERC Decision Date: ERC Appeal Date: Administrative Denial: Appeal Period Ends: Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date: Date Appealed to Council: By Whom: Council Decision: Date: Mylar Recording Number: Project Description: Project withdrawn per Planner. The Grade & Fill Special Permit was not needed. Refunded $2,000 to applicant. Location: 175 Rainier Avenue S Comments: PROJECT WITHDRAWN SEPTEMBER 3, 2009. Check Reqv tfor Non Vendor Refund or-`eimbursement This form is to be used o -my for one time vendors. Please contact accounts Payable if you have any questions regarding one time vendors. Cheek gill be included in the next scheduled AIP check run and trwiled after Council approval. Check Request Info: Date of request: September 3, 2009 Requestor's name: Requestor's department/division: Requestor's ext. #.• Holly Graber for Rocale Timmons CED - PW 7266 Payable to: O'Farrell Properties LLC Mail address for check: c/o Pete Swan Petra Engineering LLC 535 Dock Street, Suite #213 Tacoma, WA 98402 Check amount: Account number(s) to charge: Amount per account #: .$2,000.00 5014 000.345,81.00.0011 $2,000.00 Reason for refund or reimbursement: Refund of grading fee that is not needed. LUA09-103 Check handling request: Mail check and request to customer: *Approval Sionature: Requestor's Department Administrator, Division Director or designee: Signature. Jennifer Henning type name ofsigner on above line Date: September 3. 2009 *The person approving this check request must be an authorized signer. C. Documents and Settingslhgraher.KENTON13esktoputrvoice3literund Faun.doconline Typeable Form, July .1007 • CITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Printed: 09-03-2009 Payment Made: Land Use Actions RECEIPT Permit#: LUA09-103 09/03/2009 10:50 AM Total Payment: -2,000.00 O'FARRELL PROPERTIES LLC Current Payment Made to the Following Items: vlll= ..) :"�� Receipt Number: 903757 Payee: REFUND OF PAID FEE - Trans Account Code Description Amount 5014 000.345.81.00.0011 Grading & Filling Fees -2,000.00 Payments made for this receipt Trans Method Description Amount Payment REFUND O'FARREL -2,000.00 Account Balances Trans Account Code Description Balance Due ------ 3021 ------------------ 303.000.00.345.85 ------------------------------ Park Mitigation Fee __------------- .00 5006 000.345.81.00.0002 Annexation Fees .00 5007 000.345.81.00.0003 Appeals/Waivers .00 5008 000.345.81.00.0004 Binding Site/Short Plat .00 5009 000.345.81.00.0006 Conditional Use Fees .00 5010 000.345.81.00.0007 Environmental Review .00 5011 000.345.81.00.0008 Prelim/Tentative Plat .00 5012 000.345.81,00.0009 Final Plat .00 5013 000.345.81.00.0010 PUD .00 5014 000.345.81.00.0011 Grading & Filling Fees .00 5015 000.345.81.00.0012 Lot Line Adjustment .00 5016 000.345.81.00.0013 Mobile Home Parks .00 5017 000.345.81.00.0014 Rezone .00 5018 000.345.81.00.0015 Routine Vegetation Mgmt .00 5019 000.345.81.00.0016 Shoreline Subst Dev .00 5020 000.345.81.00.0017 Site Plan Approval .00 5021 000.345.81.00.0018 Temp Use, Hobbyk, Fence .00 5022 000.345.81.00.0019 Variance Fees .00 5024 000.345.81.00.0024 Conditional Approval Fee .00 5036 000.345.81.00.0005 Comprehensive Plan Amend .00 5909 000.341.60.00.0024 Booklets/EIS/Copies .00 5941 000.341.50.00.0000 Maps (Taxable) .00 5954 650.237.00.00.0000 DO NOT USE - USE 3954 .00 5955 000.05.519.90.42.1 Postage .00 5998 000.231.70.00.0000 Tax .00 Remaining Balance Due: $0.00 City of RentonP!a Of ing DentO "j",,/7 LAND USE PERMIT AUG27100y MASTER APPLICATIONRe, PROPERTY OWNER(S) NAME: Brian O'Farrell/O'Farrell Properties LLC ADDRESS: P.O. Box 7603 CITY: Covington ZIP: 98042 TELEPHONE NUMBER: (253) 535$035 APPLICANT (if other than owner) NAME: Pete Swan COMPANY (if applicable): Petra Engineering, L.L.C. ADDRESS: 535 Dock Street — Ste. 213 CITY: Tacoma Zip: 98402 TELEPHONE NUMBER: (253) 752-7617 CONTACT PERSON NAME: Pete Swan COMPANY (if applicable): Petra Engineering, L.L.C. ADDRESS: 535 Dock Street — Ste. 213 CITY: Tacoma Zip: 98402 TELEPHONE NUMBER AND EMAIL ADDRESS: (253) 752-7617 Pete@PetraEng.net PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: O'Farrell Property PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: 175 Rainier Avenue South Renton, WA 98055 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 1823059082,1823059122,1823059012,1823059120, and 1823059011 EXISTING LAND USE(S): Retail Store (Espresso Stand) PROPOSED LAND USE(S): Vacant Land EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: CC — Commercial Corridor PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable) N/A EXISTING ZONING: CA — Commercial Arterial PROPOSED ZONING (if applicable): N/A SITE AREA (in square feet): 33,243.41 SF SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE DEDICATED: 1,153.20 SF for 5' wide dedication SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: 10,171.24 SF PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable) N/A NUMBER OF PROPOSED LOTS (if applicable) 2 NUMBER OF NEW DWELLING UNITS (if applicable): NIA I UJob Files12009 Jobs109-050 Renton -Auto Zone\Grade & bill Permit Do&09-050, masterapp.doc P► - iJ ECT IN FORMAI NUMBER OF EXISTING DWELLING UNITS (if applicable): NIA SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): NIA SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NIA SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): 0 SF SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): 0 SF NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): NIA NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): NIA Lel ► ?Npr-To PROJECT VALUE: $644,000.00 IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): NIA ❑ AQUIFIER PROTECTION AREA ONE ❑ AQUIFIER PROTECTION AREA TWO ❑ FLOOD HAZARD AREA sq. ft. ❑ GEOLOGIC HAZARD sq. ft. ❑ HABITAT CONSERVATION sq. ft. ❑ SHORELINE STREAMS & LAKES sq. ft. ❑ WETLANDS sq. ft. LEGAL DESCRIPTION OF PROPERTY Attach legal description on separate sheet with the following information included SITUATE IN THE NW QUARTER OF SECTION 18, TOWNSHIP 33, RANGE 5, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. Grade & Fill Permit 3. NIA 2. NIA 4. NIA EStaff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP 1, (Print Namels) Greg O'Farrell , declare under penalty of perjury under the laws of the State of Washington that I am (please check one) _ the current owner of the property involved in this application or _ the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. I certify that I know or stet that Greg O'Farrell signed this inst n islherltheir free and voluntary act for the es ntio %trument. (Signature'of OwnerlRepresentative) TARP Nota Ii in an t (Signature of OwnerlRepresentative)!.y� Not ry (Pr' t) i ;W My appointment expires: H:Uob Files12009 Jobs109-050 Renton -Auto ZonelGrade & Fill Permit PocA09-050, masicrapp.doc -2. PREAPPLICATION MEETING AUTOZONE ON RAINIER 175 RAINIER A VE S CITY OF RENTON aY of nnin9 Benton rvrsrar, AUG 2 71dJ9 ni ftem eD Department of Community and Economic Development Current Planning Division PRE09-034 July 16, 2009 Contact Information: Planner Rocale Timmons Phone: 425.430.7219 Public Works Reviewer Arneta Menninger Phone: 425.430,7298 Fire Prevention Reviewer: Dave Pargas Phone: 425.430.7023 Building Department Reviewer: Craig Burnell Phone: 425.430.7290 Please retain this packet throughout the course of your project as a reference. Consider giving copies of it to any engineers, architects, and contractors who work on the project. You will need to submit a copy of this packet when you apply for land use and/or environmental permits. Pre-screening: When you have the project application ready for submittal, call and schedule an appointment with the project manager to have it pre-screened before making all of the required copies. The pre -application meeting is informal and non-binding. The comments provided on the proposal are based on the codes and policies in effect at the time of review. The applicant is cautioned that the development regulations are regularly amended and the proposal will be formally reviewed under the regulations in effect at the time of project submittal. The information contained in this summary is subject to modification and/or concurrence by official decision -makers (e.g., Hearing Examiner, Planning Director, Development Services Director, Department of Community and Economic Development Administrator, Public Works Administrator and City Council). E3 - 07 T23N R5E W 112 - - _.. -- `I ' •,. �,� .._ R -B R.8 .� - RM -F- CA 12$th 51 �, � � --� b r Nw 3!a PI ` M CA IM R 8-- P-8 1718 -- ;.- ....13dv, riz R,8 r _. R.B ... ,... i Nw 3rd St I N Ahpon way Sf77na Se - � � � I CA -1 CA ...GA •1y S Th Si ... _ - - H: 1 _.....,.._-....................... L.,.. _ CA s CA y 1 I W s.r� ,= a+s ✓ - I ........ CA -..r... R8 r - ...._._.. M� , p. r� 8 7nd St R•B L_ R•B!r R�----sa•HYnfe i '-,......-I'CA: L~/1 Cri " 1t R e, R.8 "R B N s R e l CA R� CA CA ' r,:. `'Re; ; ,�`� � ' • : ,� ' Olde, R 8 `R-8 CA f N a 8W �lII AI G N ON G !a sWsaB�" CA' y aid CA RM -F r 1 CAN e sw mp RM -f- RM_F Sap, Yt CO. CA # sw st I � f IM � IM IM I I CA G3 - 19 T23N R5E W 112 �Y O } + + ZONING 0 zoo 400 PIVTF.CIINICALSF:HVICES �Feet �1V To OW1510A 1:4,800 N GA �y11 917h Se �� CA CA i F3 18 T23N R5E W 112 5318 5 (T -e- �Y CITY OF RENTON �a FIRE PREVENTION BUREAU + . �Nrod MEMORANDUM DATE: July 16, 2009 TO: Rocale Timmons, Associate Planner FROM: Corey Thomas, Plans Review Inspector SUBJECT: Preliminary Comments for Autozone The preliminary fire flow is 2,250 gpm. Three fire hydrants are required. One within 150 -feet and two within 300 -feet of the buildings. Any existing hydrants used to satisfy the requirements shall meet current fire code including 5 -inch storz fittings. 2. Fire mitigation fees are applicable at the rate of $0.52 per square foot of commercial space. This fee is paid at time of building permit issuance. 3. Approved fire sprinkler and fire alarm systems are required throughout the building. Separate plans and permits required by the fire department. Direct outside access is required for the fire sprinkler riser room. 4. Fire department apparatus access roadways are required within 150 -feet of all points on the building. Fire access roads are required to be a minimum of 20 -feet unobstructed width with turning radius of 25 -feet inside and 45 -feet outside minimum. Fire lane signage required for the on sited Access as pxoposed does not meet fire code requirements. ' i,�z l� 7 A', C', GSA >vl �t✓ Gr c�f� 5. An electronic site plan is required prior to occupancy for pre -fire planning purposes. See attached sheet for the format in which to submit your plans. CT:ct autozone Renton Fire Department PRE -FIRE PLANNING In an effort to streamline our pre -fire process, we are rcquesting that you submit a site plan of your construction faroJect in one of the following 101-11lats which we can then convert to VISIO.vsd. This is required to be submitted prior to occupancy. ABC Flowcharter.aD AI3C Flowcharter.aQ Adobe Illustrator File.ai AUCOCad Drawin .dw Autocad Drawin g.d n Computer Graphics Metatile.c nu Corel Cli art Forrnat.ciwx Corel DRAW! l]rawin r File l=ornnut.edr Corel Flow.cfl Encapsulated Postscript File,e s. Enhanced A9etafile.emf ICES Drawing File Fotinat.i s Graphics Interchange Format. gif Macintosh PICT Fom at. pct Micro 7rafx Designer Ve.r 3J Anv Micro rafx Designer Ver 6.0.dsf Microstation Drawin .d n Portable Network Graphics Format. mf Postscript Filc.hs Ta Image File Formnt.tif Text.txt Text.csv VISIO.vsd Windows I3inrta .bm Windows Bittnap.clib Windows Metalile.wnif 7soft PC Paintbrush I3itma . cx I DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT "-, " R )+ ti DATE: July 16, 2009 M E M O R A N D U M T0: Rocale Timmons ,l�'/ FROM: Arneta Henninger' `� SUBJECT: Utility and Transportation Comments for AUTOZONE ON RAINIER Pre 09-034, 175 RAINIER AVE S (1823059082) NOTE: The applicant is cautioned that information contained in this summary is preliminary and non-binding and may be subject to modification and/or concurrence by official city decision - makers. Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. I have completed a preliminary review for the above -referenced development proposal. The following comments are based on the pre -application submittal made to the City of Renton by the applicant. WATER: • This site is in the City of Renton water service boundary. • This project site is located in the 196 Water Pressure Zone. The static water pressure at the street level is about 71 psi. Pressure reducing valves shall be installed at the domestic meter if the pressure exceeds 80 psi. There is an existing 6" Cl watermain located in Rainier Ave S. See City of Renton water drawing W-374 for detailed engineering water plans. • The project will need to provide domestic service and irrigation service. • A Reduced Pressure Backflow Prevention Assembly (RPBA) will be required behind each domestic water meter for this commercial building. • Per the City Fire Marshall, the preliminary fire flow for this site is 2,250 GPM. Three fire hydrants are required. Fire sprinklering is also required. Any new construction must have one fire hydrant capable of delivering a minimum of 1,000 GPM and shall be located within 150 feet of the structure and two additional hydrants (also capable of delivering a minimum of 1,000 GPM) within 300 feet of the structure. This distance is measured along the travel route. Lateral spacing of fire hydrants is predicated on hydrants being located at street intersections. The number of additional hydrants required is dependent on the calculated fireflow. • Construction of a commercial building will trigger a separate review. • The existing fire hydrants may need to be fitted with Stortz fittings to bring them up to current City code. PRF 09-034 PR Comments.doc ALItozOsie Preap 09-034 Page 2 of 2 Date of hklemo Here • The Water System Development Charges are based on the size of the (each and all) water meter(s). These fees are collected at the time a construction permit is issued then prior to the issuance of the building permit. SANITARY SEWER: • A commercial building permit will trigger a separate review. • There is an existing 8" sanitary sewer main in Rainier Ave S. • The proposed project needs to show how they propose to serve the new development with sanitary sewer service. • The Sanitary Sewer System Development Charges are based on the size of the (each and all) water meter(s). These fees are collected at the time a construction permit is issued, if there is no construction permit, then prior to the issuance of the building permit. STREET IMPROVEMENTS: • Construction of a commercial building will trigger a separate review. • Per City of Renton code, commercial projects that are 5,000 — 10,000 sq ft in size shall provide full pavement width per standard plus minimum 10', curb, gutter and sidewalks and a planter strip (between curb and sidewalk) along the full frontage of the parcel being developed on the project side. Street lighting is required for a project this size. • Additionai right-of-way will be required to be dedicated as a part of this project. • Traffic Mitigation fees will apply. These fees are calculated per the ITE Manual, 7th edition. STORM DRAINAGE: • A conceptual drainage plan and report is required to be submitted with the formal application for a commercial project. A drainage control plan designed per the 2005 King County Surface Water Manual is required. • The Surface Water SDC fees are $0.405 (but not less than $1,012) per square foot of new impervious area. These fees are collected at the time a construction permit is issued. GENERAL: • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. All plans shall be tied to a minimum of two of the City of Renton Horizontal and vertical Control Network. Permit application must include an itemized cost estimate for these improvements. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There will be additional fees for water service related expenses. See Drafting Standards, h:lcedlplanninglcmi-ent planningiprcapps109-034.roc,,ilelpre 09-034 pr coiTisncnts.doc t �Y O� DEPARTMENT OF COMMUNITY AND ti Ri :ECONOMIC DEVELOPMENT ti M E M O R A N D U M DATE: July 16, 2009 T0: Pre -Application File No. PRE 09-034 FROM: Rocale Timmons, Associate Planner (425) 430-721.9 SUBJECT: AutoZone on Rainier —175 Rainier Ave S General We have completed a preliminary review of the pre -application for the above -referenced development proposal, The following comments on development and permitting issues are based on the pre -application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision -makers (e.g., Hearing Examiner, Community & Economic Development Administrator, Development Services Director, Public Works Administrator, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant, The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $50.00 plus tax, from the Finance Division on the first floor of City Hall or on the City's website www.rentonwa.gov Project Proposal The subject property is located on the west side of Rainier Ave S just south of SW Victoria Street. The project site consists of a 30,600 square feet of CA zoned property. The proposal is to record a lot line adjustment with the two existing parcels in order to square off the site along the west side and create a shared parking area on south part of the site. In addition the applicant is proposing to develop a 1 -story retail building for Auto Zone approximately 6,840 square feet in size. Surface parking, in the amount of 46 spaces, would be located just south and west of the structure. Of the 46 stalls, 22 would be located off-site within a shared parking and ingress/egress easement with the neighboring property to the south; A-1 Clutch, Brake and Transmission. Access to the site is proposed via two existing curb cuts along Rainier Ave S. Current Use: There is a small drive-through espresso stand located in the center of the site that is proposed for removal. Zoning: The property is located within the Commercial Corridor (CC) land use designation and the Commercial Arterial (CA) zoning designation. The property is also located within Urban Design District 'D', and therefore subject to additional design elements. Proposals should have unique, identifiable design treatment in terms of landscaping, building design, signage, street furniture, paving, and street width. Development Standards: The project would be subject to RMC 4-2-120A, "Development Standards for Commercial Zoning Designations" effective at the time of complete application (noted as "CA standards" herein). A copy of these standards is included herewith. Zoning --The intended use as an Auto Zone is permitted in this zone as a retail establishment. 0 AutoZone on Rainier July 16, 2009 Page 2 of 4 Minimum Lot Size, Width and Depth—The minimum lot size in the CA zone is 5,000 square feet. It appears that the two lots, after being altered through a lot line adjustment process, would comply with the minimum lot size requirement. The applicant will be required to demonstrate that there are at least two existing legal lots otherwise the applicant will be required to apply for a Short Plat or a Binding Site Plan. There are no minimum requirements for lot width or depth within the CA zone at this location. Lot Coverage —The CA zone allows a maximum building coverage of 65 percent, or 75 percent if parking is provided within a building or within an on-site parking garage. A 6,840 square foot footprint is proposed on the 30,600 square foot site resulting in a building lot coverage of 22.3 percent. The project proposal appears to comply with lot coverage requirements. Setbacks—Setbacks are the distance between 0. the building and the property line or any private access easement. Setback requirements in the CA zone are as follows: 10 feet minimum for the front yard but may be reduced to zero feet through the site pian review process provided blank walls are not located within the reduced setback; and a 15 feet maximum front yard setback. Where are no minimum rear or side yard setbacks required in the CA zone. The proposed building does not comply with the maximum front yard setback. The applicant will be required to revise the site plan in order to meet the maximum front yard setback. As an alternative the applicant may request an administrative variance in order to site the building as proposed, 44 feet from the front property line. However, the applicant would be required to comply with all four variance criteria, as noted in Renton Municipal Code section 4-9-250, in order to have a variance granted. It is unlikely that the City would support a variance exceeding the maximum front yard setback based on the proposed configuration. The project appears to comply with all other setback requirements. Gross Floor Area —There is no minimum requirement for gross floor area. Building Height — Maximum building height in the CA zone is 50 feet or 60 feet for mixed-use building with commercial on the I" floor. It appears the proposed structure would be a 1 -story building however compliance with the height requirements of the zone could not be verified as elevations were not provided with the pre -application materials. Building elevations and detailed descriptions of elements and building materials are required with your site plan review submittal. Screening — Screening must be provided for all surface -mounted and roof top utility and mechanical equipment. The site plan application will need to include elevations and details for the proposed methods of screening. Refuse and Recycling Areas — Refuse and recycling areas need to meet the requirements of RMC 4-4-090, "Refuse and Recyclables Standards" (enclosed). For retail developments a minimum of 5 square feet per every 1,000 square feet of building gross floor area shall be provided for recyclable deposit areas and a minimum of 10 square feet per 1,000 square feet of building gross floor area shall be provided for refuse deposit areas with a total minimum area of 100 square feet. Based on the proposal for 6,840 square feet of commercial area a minimum area of 100 square feet of refuse and recyclable is required. Landscaping — Except for critical areas, all portions of the development area not covered by structures, required parking, access, circulation or service areas, must be landscaped with native, drought -resistant vegetative cover. The development standards require that all pervious areas within the property boundaries be landscaped. The minimum on-site landscape width required along street frontages is 10 feet, except where reduced through the site plan development review process. The applicant would be required to provide a minimum 10 foot landscape strip along Rainier Ave South or request to reduce the landscaping as part of the application for site plan review. f AutoZone on Rainier July 16, 2009 Page 3 of 4 Please refer to landscape regulations (RMC 4-4-070) for further general and specific landscape requirements (enclosed). A conceptual landscape plan and landscape analysis meeting the requirements in RMC 4-8-120D.12, shall be submitted at the time of building permit application or application for Site Plan Review. Fences — if the applicant intends to install any fences as part of this project, the location must be designated on the landscape plan. A fence detail should also be included on the plan as well. Parking — The following ratios would be applicable to the site: Use Square Footcycle of Bldgs Ratio Required Spaces Retail Use 6,840 Min: 4 spaces / 11000 SF Max: 5 spaces / 1,000 SF Min: 27 Max: 34 Information regarding the net square footage of the proposed building was not provided; therefore staff was unable to determine whether the proposed 24 on-site parking spaces would meet the parking requirements. Net square footage is the total of all floor area of a building, excluding stairwells, elevator shafts, mechanical equipment rooms, interior vehicular parking or loading, and all floors below the ground floor, except when used for human habitation or service to the public. Off-site parking is not allowed unless sufficient parking is not available on the premises of the use. A letter of1ustification addressing the need for off-site parking and compatibility with the surrounding neighborhood would be required at the time of land use application. Shared parking agreements would be required in order to demonstrate that adequate parking is available for both AutoZone and A-1 Clutch, Brake and Transmission. Parking lots shall be oriented to minimize their visual impact on the site. Parking shall not be located in between the building and the street and no more than six stalls may be consecutively clustered without an intervening landscaped area a minimum of five feet in width and the length of the stall. Surface parking lots with more than 15 stalls shall also provide a minimum of 15 square feet per parking space. Please refer to landscape regulations (RMC 4-4-070 and RMC 4-4-080F.7) for further general and specific landscape requirements (enclosed). The applicant will be required to provide a Parking, Lot Coverage, Landscaping Analysis as defined in RMC 4-8-120.D.16 for the site. Where practical difficulties exist in meeting parking requirements, the applicant may request a modification from these standards. The applicant will be required at the time of formal land use application to provide detailed parking information (i.e. stall and drive aisle dimensions) and calculations of the subject site and the overall campus use. It should be noted that the parking regulations specify standard stall dimensions of 9 feet x 20 feet, compact dimensions of S% feet x 16 feet, and parallel stall dimensions of 9 feet x 23 feet. ADA accessible stalls must be a minimum of 8 feet in width by 20 feet in length, with an adjacent access aisle of 8 feet in width for van accessible spaces. The appropriate amount of ADA accessible stalls, based on the total number of spaces, must be provided. Access — Driveway widths are limited by the driveway standards, in RMC 4-40801. Pedestrian Access —A pedestrian connection shall be provided from a public entrance to the street, in order to provide direct, clear and separate pedestrian walks from sidewalks to building entries and internally from buildings to abutting retail properties. The site plan provided did not depict pedestrian connections. The site plan shall be revised to depict pedestrian connections from the proposed building to the street and abutting properties. AutoZone on Rainier July 16, 2009 Page 4 of 4 Signage — Only one freestanding business sign (restricted to monument/ground signs only) is permitted per street frontage, however pole signs are not permitted within the CA zone. Each sign shall not exceed an area greater than one and one-half square feet for each lineal foot of property frontage that is occupied by the business. In no case shall the sign exceed a total of 300 square feet (150 square feet per face). In addition to the permitted freestanding sign, wall signs with a copy area not exceeding 20% of the facade, to which it is applied, are also permitted. Building Design Standards — Compliance with Urban Design Regulations, District V. is required. See the attached checklist and Renton Municipal Code section 4-3-100. Critical Areas The City's Critical Areas Maps indicate there are critical slopes on site therefore a geotechnical report is required with the formal land use application submittal. If it is determined that the proposed location of the building is within the delineated area of protected slopes, then variance approval from the Hearing Examiner would be required. Environmental Review The proposed project would be subject to Washington State Environmental Policy Act (SEPA) review due to the size of the project and number of parking stalls. The threshold to require environmental review is 4,000 square feet or 20 parking stalls. Therefore, an environmental checklist is a submittal requirement. An environmental determination will be made by the Renton Environmental Review Committee. This determination is subject to appeal by either the project proponent, by a citizen of the community, or another entity having standing for an appeal. Permit Requirements The proposal would require Administrative Site Plan Review, a Lot Line Adjustment and Environmental (SEPA) Review. The applications would be reviewed concurrently in an estimated time frame of 6-8 weeks once a complete application is accepted. The application fee would be full price for the most expensive application and A off subsequent applications. The fee for the Site Plan Review is $1,000 and the fee for the Lot Line Adjustment is $22S (1./2 of the $450 full fee). The fee for the Environmental Review is based on project value: less than $100,000 is $200 (1/2 of $400 full fee) and project value over $100,000 is a $500 fee (1/2 of $1,000 full fee). Detailed information regarding the land use application submittal is provided in the attached handouts. In addition to the required land use permits, separate construction, building and sign permits would be required. The review of these permits may occur concurrently with the review of the land use permits, but cannot be issued prior to the completion of any appeal periods. impact Mitigation Fees: In addition to the applicable building and construction fees, the following mitigation fees would be required prior to the issuance of building permits. ♦ A Transportation Mitigation Fee based on $75.00 per new daily trip attributed to the development; ♦ A Fire Mitigation Fee based on $0.52 per square foot of new commercial building area. Expiration: Upon site plan approval, the site plan approval is valid for two years with a possible two-year extension. A handout listing all of the City's Development related fees in attached for your review. JIL � rt"', t n i I M-1 + 311 ,`OPj'jr' r f41 4 A P.M1 JI 1r 1? viI. A , 1 " ;j 1 nr;arl 12T yr 144 ri '�, F� IWI Kri '-, "'m Km TEE- Monday, July 13, 2009 10:58 AM City of Renton TREE RETENTION WORKSHEET 1 . Total number of trees over 6" in diameter' on project site: 1. pity Of ton Ig Di ,� AUG 2 on 7 rV,u glee e 3 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dead, diseased or dangerous trees Trees in proposed public streets_ S� trees Trees in proposed private access easements/tracts of trees Trees in critical areas3 and buffers 0 trees Total number of excluded trees: 2. trees 3. Subtract line 2 from line 1: 3. v5 trees 4. Next, to determine the number of trees that must be retained 4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, or R-8 0.1 in all other residential zones 0.05 in all commercial and industrial zones 4. trees 5. List the number of 6" or larger trees that you are proposing$ to retain 4: 5. 13 trees 6. Subtract line 5 from line 4 for trees to be replaced: 6. trees (If line 6 is less than zero, stop here. No replacement trees are required). 7. Multiply line 6 by 12" for number of required replacement inches: 7. inches B. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required) 8. inches per tree 9. Divide line 7 by line 8 for number of replacement trees6: (if remainder is .5 or greater, round up to the next whole number) 9. trees Measured at chest height. s. Dead, diseased or dangerous trees must be certified as such by a forester, registered landscape architect, or certified arborist, and approved by the City. a' Critical Areas, such as wetlands, streams, floodplains and protected slopes, are defined in Section 4-3-050 of the Renton Municipal Code (RMC), 4' Count only those trees to be retained outside of cr4ical areas and buffers. s. The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4.4.1301-17a e' Inches of street trees, inches of bees added to critical areaslbuffers, and inches of trees retained on site that are less than 6" but are greater than 2" can be used to meet the free replacement requirement. H:1CCDlDatalr�orms-Templates\Self-llelp Hand nutsWlanniing\TreeRetentionWorksheel.doe 12/08 PLANNING DIVISION Pity of Renton WAIVER OF SUBMITTAL REQUIREMENTS nn'�gp1v�S� FOR LAND USE APPLICATIONS qVU 2 7 lUpy This requirement may be waived by: 1. Property Services 2. Public Works Plan Review 3. Building 4. Planning PROJECT NAME: L -/'c' DATE:e' f -- H:ICED1Data\Forms-Templates\Self-Help HandoutslPlanningtiwaiverofsubmittalregs.xls 06109 PLANNING DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS This requirement may be waived by: 1. Property Services 2. Public Works Plan Review 3. Building 4. Planning PROJECT NAME: &l OFI- % rell DATE: WCEMDaWForms•TemplateslSelf•Help HandoutslPlanninMwaiverofsubmiltalregs.xls 06109 O'FARRELL PROPERTY PROJECT NARRATIVE CIty Of pia/7hrr�� L17toll K401741j6 272 ftcelvx This project proposes to grade and fill parcel numbers 1823059082, 1823059122, Q 1823059012, 1823059120, and 1823059011. Parcel number 1823059082 is approximately 33,243 square feet or 0.76 acres in size and is located at 175 Rainier Avenue South. Parcel number 1823059122 is approximately 12,440 square feet or 0.29 acres in size and is located at 188 Hardie Avenue SW. Parcel number 1823059012 is approximately 6,647 square feet or 0.15 acres in size and is located at 180 Hardie Avenue SW. Parcel number 1823059120 is approximately 9,518 square feet or 0.22 acres in size and is located at 176 Hardie Avenue SW. Parcel number 1823059011 is approximately 20,597 square feet or 0.47 acres in size and is located at 155 Rainier Avenue South. When combined total parcel area equals 82,445 square feet or 1.89 acres and is located in Section 18, Township 23 North, Range 5 East, W.M. Renton, WA. The majority of the construction activities will occur on parcel number 1823059082 which will include removing existing curbing, a small building, and 15 trees then adding gravel paving and constructing a keystone retaining wall along the west property line in preparation of developing this land for a future retail use. The four remaining parcels will only have minor grading activities occur due to the construction of the keystone retaining wall. Both existing access points along Rainier Avenue South will be retained as well as dedicating five feet of right-of-way along the properties frontage to City of Renton. Construction activities will generate approximately 300 cubic yards of cut material and include one job shack, equipment lay down yard, and a soil stock pile area. The existing on site storm drainage will remain in place and all new gravel areas will sheet flow to this system. The parcels are currently zoned CA Commercial Corridor as are all adjacent properties and is occupied with an espresso stand approximately 320 square feet in size and 20,191 square feet of associated asphalt area and is underlain with gravelly sandy loam. i P\1TRA ENGINEERING, LLC 88$ DOCK STREET r SUITE 213 1 TACOMA I WAI 04M I PHONE {768) 752-701r I FAX 03) T81-8592 I WWWRETRAEN©NET City Of Renton Pl,1noing Division O'FARRELL PROPERTY AUS 2 71of19 CONSTRUCTION MITIGATION DESCRIPTIOWE(CE§VeD Project construction is preliminary scheduled to start in late September 2009 and end mid November 2009. All construction activities will occur Monday thru Friday from 8:00 AM to 5:00 PM, with the exception of holidays. The project site will be replanted with ground cover and erosion control measures (filter fabric fencing, plastic covering, inlet protection, etc.) will be monitored before, during, and after project completion. Due to the minor construction activities proposed very little construction traffic, dust, erosion, or noise should occur, and all at minimal levels. Haul routes will include heading west from the project site along either South 2nd Street or South 3rd Street to State Route 405 then to an approved dump site. r SET -1- ENGINEERING, LLC i86 DOCK 8WtEE!' • WITE 213 1 TACOMA I WA,1 08402 1 PHONE {268}762 7817 I FAX (288) T81-8692 I WWW.PETRAENQ.NET 1eociated Earth SciencesOnc. RE �� s : r, 0 � City of Renton Planning Division �ehr�fir� t�er25tifeA�� a f.S'erviae AUG 2 7 Zoug August 17, 2009 Project No. TE090273A���� Lakeridge Paving 19606 SE 252` Street Covington, Washington 98042 Attention: Mr. Greg O'Farrell Subject: Rockery and Block Wall Details 175 Rainier Avenue South Seattle, Washington Dear Mr. O'Farrell: As requested, Associated Earth Sciences, Inc. (AESI) is pleased to provide this letter -report presenting our geotechnical engineering recommendations for construction of a rockery wall at the above -referenced site (Figure 1). AESI has completed a limited subsurface exploration program in the area of the planned retaining wall. The details provided are based on the soil conditions encountered in the exploration pits completed at the approximate locations shown on Figure 2. This letter -report has been completed in accordance with local standards of practice in the field of geotechnical engineering for specific application to this project by you, Lakeridge Paving, Petra Engineering, and their agents. No other warranty, express or implied, is made. SITE AND PROJECT DESCRIPTION The project is located at 175 Rainier Avenue South in Seattle, Washington. The general location of the site is depicted on Figure 1. The western portion of the site slopes from the west toward Rainier Avenue South; the central and eastern portions of the site are relatively level, paved, and at approximately the same elevation as easterly adjacent Rainier Avenue. The sloping portion of the site is mantled with deciduous trees, blackberry vines, and grass. A rockery retaining wall to a height of 10 feet in combination with sloping backfill is being considered along the western edge of the property. EXPLORATION PITS Our field study included excavating two exploration pits to gain information about the site. The various types of sediments, as well as the depths where characteristics of the sediments changed, are indicated on the exploration logs attached to this letter -report. The depths Kirkland Everett Tacoma 425-827-7701 425-259-0522 253-722-2992 www.aesgeo.com indicated on the logs where conditions changed may represent gradational variations between sediment types. Our explorations were approximately located in the field based on site features shown on information provided on the King County GTS site. The conclusions and recommendations presented in this letter -report are based on the two exploration pits completed for this study. The number, locations, and depths of the explorations were completed within site and budgetary constraints. Because of the nature of exploratory work below ground, extrapolation of subsurface conditions between field explorations is necessary. It should be noted that differing subsurface conditions might sometimes be present due to the random nature of deposition and the alteration of topography by past grading and/or filling. The nature and extent of any variations between the field explorations may not become fully evident until construction. If variations are observed at that time, it may be necessary to re-evaluate - specific recommendations in this letter -report and make appropriate changes. Exploration pits were excavated with a tractor -mounted backhoe. The pits permitted direct, visual observation of subsurface conditions. Materials encountered in the exploration pits were studied and classified in the field by an engineer from our firm. Both exploration pits were backfilled immediately after examination and logging. Selected samples were then transported to our laboratory for further visual classification and testing, as necessary. As shown on the field logs, the exploration pits generally encountered weathered sandstone overlying less weathered deposits consisting of dense sandstone. The upper approximately 4 feet of sandstone was observed to be in a weathered, loose condition. Beneath the weathered zone, although still showing signs of some weathering, the sandstone became dense and moderately cemented. With depth, the sandstone typically became denser. This dense sandstone material typically is a compact soil possessing high-strength, low -compressibility, and low -permeability characteristics. The dense, moderately well cemented sandstone is considered suitable for installation of rockery walls. It is our understanding that the weathered, loose sand encountered within the upper 4 feet of the exploration pits is to be trimmed from behind the wall. Where not removed, additional recommendations, not within the scope of this letter -report, will be required. WATER SEEPAGE No ground water seepage was observed within the exploration pits excavated during our site work. Ground water seepage at the site should be expected to change with changed weather conditions and use of surrounding properties. ROCKERY RECOMMENDATIONS Rockeries may be used to prevent erosion of cut slopes. Unreinforced rockeries are not engineered structures, and should not be used in place of retaining walls. It is our 2 understanding that the weathered, loose sand encountered within the upper 4 feet of the exploration pits is to be trimmed from behind the wall. Where not removed, additional recommendations, not within the scope of this letter -report, will be required. Structures, roads, and parking areas should be set back from rockeries so that a 1 H : l V (Horizontal:Vertical) line extending up from the rear base of the rockery does not intersect the footing. The following notes present rockery construction recommendations. A typical rockery detail for rockeries constructed against native soils is shown on Figure 3. In addition, the contractor should confirm that his configurations conform to current regulations of the appropriate jurisdiction specifications. A) The base of the rockery should be started by excavating a trench to a minimum depth of 12 inches below subgrade into firm, unyielding ground. If loose, soft, or disturbed materials exist at the base rock location, they should be removed and replaced with free -draining sand and gravel or crushed rock. This backfill material should be compacted to a minimum of 90 percent of the modified Proctor maximum density using American Society for Testing and Materials (ASTM):D 1557 as the standard. B) The base rock should have a minimum width (perpendicular to the line of the rockery) of 40 percent of the height of the rockery. All rocks should also meet the following weight requirements: Height of Rockery Minimum Weight of Rock Above 5 feet 50012,200 pounds, graded, top/bottom rocks 5 feet or less 50011,000 pounds, graded, top/bottom rocks C) The rock material should all be as nearly rectangular as possible. No stone should be used which does not extend through the wall. The rock material should be hard, sound, durable, and free from weathered portions, seams, cracks or other defects. The rock density should be a minimum of 160 pounds per cubic foot. D) Rock selection and placement should be such that there will be minimum voids and, in the exposed face of the wall, no open voids over 8 inches across in any direction. The rocks should be placed in a manner such that the longitudinal axis of the rock will be at right angles or perpendicular to the rockery face. Each rock should be placed so as to lock into two rocks in the lower tier. After setting each rock course, all voids between the rocks should be chinked on the back with quarry rock to eliminate any void sufficient to pass a 2 -inch square probe. E) A geotextile filter fabric (Miraft 50OX or equivalent) should be placed between the native soil and the wall backfill. A drain consisting of rigid, perforated, polyvinyl chloride (PVC) pipe enclosed in a 12 -inch -wide pea -gravel trench should be placed 3 behind the lower course of rock to remove water and prevent the buildup of hydrostatic pressure behind the wall. The remainder of the wall backfill to within 1 foot of the ground surface should consist of quarry spalls with a maximum size of 4 inches and a minimum size of 2 inches. This material should be placed to a 12 -inch minimum thickness between the entire wall and the native cut material and behind the active soil wedge when fronting fills as shown on the detail (Figure 3). The backfill material should be placed in lifts to an elevation approximately 6 inches below the top of each course of rocks as they are placed until the uppermost course is placed. Any backfill material falling onto the bearing surface of a rock course should be removed before the setting of the next course. The upper 1 foot of wall backfill should consist of less -permeable soil to act as a cap over the permeable soil. A drainage swale should be placed along the top of the wall to direct runoff away from the wall face. F) Any asphalt paving or adjacent gradients should be sloped to drain away from the rockery. In addition, the areas above the rockery should be planted as soon as possible after rockery construction to reduce the potential for erosion. We appreciate the opportunity to be of service to you on this project. Should you have any questions regarding this letter -report or other geotechnical aspects of the site, please call us at your earliest convenience. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Tacoma, Washington a�A, Maire Thornton, P.E. Senior Engineer Attachments: Figure 1: Vicinity Map Figure 2: Site and Exploration Plan Figure 3: Rockery Detail Exploration Logs MT/ld TE090273A2 Projecta1200902731TEXW P 4 p' MER,q/�i Q` WAs {: o T 9�c 23589 7 �ISTE� C? Kurt D. Merriman, P.E. Principal Engineer T d co W N O W T C� Q 0 LL 0 z . d a CL AP'APPIA ZIZ0001 ifflM IIBJ1ed•4 ELZ060 REFERENCE: KING CO. GIS FIGURE 2 Associated Earth Sciences, Inc. SITE AND EXPLORATION PLAN O'FARRELL WALL DATE 8109 mmmlamRENTON, WASHINGTON PROJ. NO. TED90273A Classtticatlons of soils in this report are based on visual field and/or laboratory observapons, wrusn incivae oensrgicancy. ur.._.... -v - plasticity esUmates and should not be construed to impty field or laboratory testing unlass presented herein. Visual -manual and/or laboratory classification methods of ASTM D-2487 and D-2488 were used as an identification guide for the Untried Soft ctasstficatlon System. Associated Earth Sciences, Inc. EXPLORATION LOG KEY D germs Describing Relative Density and Consistency •o Well -graded gravel and o•o• aw gravel with sand, little to DensitySPT blowsffoot U. . . D . D no fines Very loose D to 4 O C Coarse - Loose 4 to 10 oo°o°o Poorly -graded gravel Grained Solis Medium Dense' 10 to 30 Test Symbols m V_ v °peOP GP and gravel with sand, °Oe°° Dense 30 to 50 - G Grain Size ° On. 8; o liittle to no fines V Dense >50 �' M= Moisture Content a� Z 0 Consistency SPT%ows/ioat A - Atterberg limits C; 9 Silty gravel and silly very Soft 0 to 2 C = Chemical o = GM gravel with sand 1Stiff Fine- Soft 2 to 4 DD o Dry Density B m a05 Grained Soils Medium StiN 4 to it K a Permeability X B to 15 Clayey gravel and Very Stili i 5 to 30 a rd GC clayey gravel with sand bard >30 Component Definitions Well -graded sand and Descriptive Term Size Range and Sieve Number . 5W sand with gravel, little Boulders freer than 12' Lto no fines Cobbles 3' to 12' m L Gravel 7 to No. 4 (4.75 mm) A mPoorly graded sand Coarse Gravel 3' l0 314' uy 1, 05 SP and sand With gravel, Fine Gravel 314* to No. 4 (4.75 mm) ' o little to no fines Sand No. 4 (4.75 mm) to No. 200 (0.075 mm) Z Coarse Sand No. 4 (4.75 mm) to No. 10 (2.00 mm) NSilty sand and Medium Sand No. 10 (2.00 mm) to No. 40 (0.425 mm) B a SM Silty sand with Fine Sand No. 40 (0.425 mm) to No. 200 (0.075 mm) Uri gravel Silt and Clay Smaller than No. 200 (0.075 mm) 0w Ln lit iLO Clayey sand and (3) Estimated Percentage . Moisture Content C M sc clayey sand vAth gravel Percenta e b Dry- Absence of moisture, Component weight dusty, dry to the touch Tra5 Slightly Moist -Perceptible Trace c Tra Silt, sandy sill, gravelly sift, 55 1D moisture y M6 silt with sand or gravel Utile 15 to 25 Moist- Damp but no visible R :111111 I With - Narrprimary coarse water W L11not Clay of low to medlurn pCD lasticity; silty, sandy, or - Fines content between free draining CL gravelly clay, lean clay 5% and 15% Wet -Visible free wafer, usually F: trom below water table gn m �' 5 = Organic clay Or silt of law Symbols IL m - = ol_ plasticity BbWsN or _ = Sampler portion o1 fi Carverurour = TypeSurface Elastic si , c ayey sift, 5ilf °al Y / Sampler lype BdtlDla 2.0' OD ;u! MH with micaceous or Description SPR Spoon tit saw. c dialornaeeous fine sand or Sampler 3.0' OD Split -Spoon Sampler Filler pack with m II blank casing(SPT) 3.25'OD Splt-Spoon Ring 5amp[er •t 0Clay of high plasticity, swim W e y sandy or gravelly day, fat Bulk sample _• Screened �bg 3.D' OD Thin -Wail Tube Sampler ,fir Flydmilp CH clay with sand or gravel (including Shelby tube) . Y*h Mar pa& ch Ui s Grab Sample �P dr Organic clay or silt of Portion not recovered til Percentage by dry weight. 141 Depth of groundwater off medium to high plasticity 0 (SPT) Standard Penetration Test AM = At time of dulling (ASTM D-iw) Static water level (dale) 7 Peat, muck and other rn In General Accordance with R1 Combined USC5 is used for symbols ,Q+ B, � P7 highly organic soils Standard Practice for Description fines between 596 end 15% Y p and Identification of Solis OSI M 0 2488) Classtticatlons of soils in this report are based on visual field and/or laboratory observapons, wrusn incivae oensrgicancy. ur.._.... -v - plasticity esUmates and should not be construed to impty field or laboratory testing unlass presented herein. Visual -manual and/or laboratory classification methods of ASTM D-2487 and D-2488 were used as an identification guide for the Untried Soft ctasstficatlon System. Associated Earth Sciences, Inc. EXPLORATION LOG KEY x x w 12" FIRM UNDISTURBED SOIL SEE NOTE 2 NOTES: NO ROADWAY, PARKING LOTS OR BUILDING FOOTINGS IN THIS AREA 1' MIN 2 OR FLATTER 1� 1' THICK SOIL'CAP' FILTER FABRIC MIN V WIDE LAYER OF 2"-4" QUARRY SPALLS ADJACENT TO ROCKERY STABLE CUT FACE IN NATURAL MATERIAL SEE NOTE 5 1" OR LESS DIAMETER WASHED GRAVEL MIN 6" COVER OVER PIPE, 2" GRAVEL UNDER PIPE MW 4" DIAMETER PERFORATED RIGID PVC PIPE MIN 1% CONTINUOUS SLOPE TO OUTLET 1, ROCKERIES HIGHER THAN 5' SHALL BE CONSTRUCTED OF ROCKS OF GRADUATED SIZES FROM 5 -MAN TO 2 -MAN, FROM BOTTOM TO TOP. ROCKERIES OF VOR LOWER SHALL BE CONSTRUCTED OF 3 -MAN TO 2 -MAN, FROM BOTTOM TO TOP. 2. INSPECTION OF SUBGRADE, PLACEMENT OF BASE COURSE AND DRAINAGE, AND FINISHED ROCKERY BY ENGINEER IS REQUIRED. 3. ROCK SHALL BE SOUND AND HAVE A MINIMUM DENSITY OF 160 POUNDS PER CUBIC FOOT. 4. THE LONG DIMENSION OF ALL ROCKS SHALL BE PLACED PERPENDICULAR TO THE WALL. EACH ROCK SHOULD BEAR ON TWO ROCKS IN THE TIER BELOW. 5. ROCKERIES ARE EROSION -CONTROL STRUCTURES, NOT RETAINING WALLS. NATURAL MATERIAL MUST BE STABLE AND FREE STANDING IN CUT FACE. MAXIMUM HEIGHT OF 3 FEET FOR ROCKERIES FACING UNREINFORCED FILL SOILS. 6. SEE TEXT OF REPORT FOR ADDITIONAL RECOMMENDATIONS. ROCK LB. AVG. DIMENSION IN. 1 -MAN 50-200 12 TO 18 2 -MAN 200-700 18 TO 28 3 -MAN 700-2000 28 TO 36 4 -MAN 2000-4000 36 TO 48 5 -MAN 4000-6000 1 48 TO 54 Associated Earth Sciences, Inc. Effi W 0 UNREINFORCED ROCKERY DETAIL O'FARRELL WALL FIGURE 3 DATE 8/09 RENTON. WASHINGTON PROJECT NO. TE090273A w a O 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 LOG OF EXPLORATION PIT NO. EP -1 This log Is pari of the report prepared by Assoclated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for compplete Interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface condi ons may change at this location with the passage of time. The data presented are a slmplflcation of actual conditions encountered. DESCRIPTION Topsoil Loose, dry, brown, silty SAND, slightly organic. Sandstone Medium dense, moist, brown -gray, fine to medium SAND, weathered. Slight orange oxidation starting at 3 112' to_4'. _ _ _ _ _ _ _ _ _ ---------------------- ---------__---- Sandstone Medium dense to dense, gray, fine to medium SAND, moderately cemented. Bottom of exploration pit at 12 feet. No ground water seepage. No caving. O'Farrell Wall Seattle, WA Logged by: MT Associated Earth Sciences, Inc. Project No. TE090273A aApproved by: ,� [9 ON r.,, s117109 T a (L CL L) w n a 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 LOG OF EXPLORATION PIT NO. EP -2 Thislog is part of the reportprepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete interpretation. This summary appties only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Loose, dry, brown, silty SAND, slightly organic. Sandstone Medium dense, moist, brown -gray, fine to medium SAND, weathered. Slight orange oxidation starting at 3 112' to 4'. Sandstone Medium dense to dense, moist, gray, fine to medium SAND, moderately cemented. Bottom of exploration pit at 12 feet. No ground water seepage. No caving. O'Farrell Wall Seattle, WA Logged by: MT Associated Earth Sciences, Inc. Project No. TE090273A k Approved by: ,j r $117!09 CHICAGO TITLE INSURANCE COMPANY 701 FIFTH AVENUE, M 2300, SEATTLE, WA 96104 A.L.T.A. COMMITMENT SCHEDULE A SECOND CIM Order No.: I Title Unit: U-06 Customer Number: O' FARRELL PROPERT I ES Phone: (206)628-5610 Buyer(s): Fax: (206)628-9717 Officer: SAVIDIS/CAMPBELL/ EISENBREY/HARRIS Commitment Effective Date: AUGUST 6, 2009 at 8:00 A.M OfPenn ng o entoh rVrSr�n 406 2 7 logy 7 . Policy or Policies to be issued: ALTA Owner's Policy Amount: $1,550,000.00 EXTENDED POLICY (6/17/2006) Premium: $4,433.00 NON-RESIDENTIAL SHORT TERM RATE Tax: $ 421.15 Proposed Insured: AUTOZONE DEVELOPMENT CORPORATION, A NEVADA CORPORATION Policy or Policies to be issued: ALTA Loan Policy Amount: $0.00 Premium: Tax: Proposed Insured: Policy or Policies to be issued: ALTA Loan Policy Proposed Insured: Amount: $0.00 Premium: Tax: 2. The estate or interest in the land which is covered by this Commitment is: FEE SIMPLE 3 :Title to the estate or interest in the land is at the effective date hereof vested in: O'FARRELL PROPERTIES, L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY 4. The land referred to in this Commitment is described as follows: SEE ATTACHED LEGAL DESCRIPTION EXHIBIT COMMA805/KLC/I 1.145 CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULE A (Continued) Order No.: 1288089 Your No.: O' FARRELL PROPERTIES LEGAL DESCRIPTION EXHIBIT (Paragraph 4 of Schedule A continuation) PARCEL A: THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, AND OF GOVERNMENT LOT 4, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE QUARTER CORNER ON THE WEST BOUNDARY LINE OF SAID SECTION 18; THENCE NORTH 89003'07" EAST ALONG THE EAST -WEST CENTERLINE OF SAID SECTION A DISTANCE OF 2177.12 FEET TO AN INTERSECTION WITH THE EASTERLY MARGIN OF COUNTY ROAD NO. 80 (ALSO KNOWN AS 91ST AVENUE SOUTH); THENCE ALONG SAID EASTERLY MARGIN NORTH 11005'23" EAST A DISTANCE OF 96.46 FEET TO AN INTERSECTION WITH THE NORTHERLY MARGIN OF THE CEDAR RIVER PIPE LINE RIGHT OF WAY; THENCE CONTINUING ALONG SAID EASTERLY MARGIN NORTH 11005'23" EAST A DISTANCE OF 413.12 FEET TO A POINT ON A LINE 406 FEET NORTH OF AND PARALLEL WITH THE NORTHERLY MARGIN OF SAID PIPE LINE RIGHT OF WAY; THENCE SOUTH 89033'37" EAST A DISTANCE OF 133.97 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00026'23" EAST A DISTANCE OF 165.59 FEET TO THE SOUTHERLY MARGIN OF SOUTHWEST VICTORIA STREET (ALSO KNOWN AS SOUTH 133RD PLACE) 25 FEET IN WIDTH; THENCE EAST ALONG SAID SOUTHERLY MARGIN A DISTANCE OF 117 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF THE D. C. MITCHELL ROAD; THENCE SOUTH ALONG SAID WESTERLY MARGIN TO AN INTERSECTION WITH A LINE THAT BEARS SOUTH 89°33'37" EAST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 89033'37" WEST TO THE TRUE POINT OF BEGINNING. PARCEL B: THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND OF GOVERNMENT LOT 4 IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY MARGIN OF 91ST AVENUE SOUTH WHICH IS 83.0 FEET NORTH OF THE CENTER OF THE CEDAR RIVER PIPE LINE RIGHT OF WAY, SAID POINT ALSO BEING 2,206 FEET EAST AND 134.2 FEET NORTH OF THE WEST QUARTER CORNER OF SAID SECTION; THENCE NORTH 10°50'45" EAST ALONG SAID EASTERLY MARGIN 362.2 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 89046'45" EAST 275 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF THE D.C. MITCHELL ROAD (ALSO KNOWN AS RAINIER AVENUE); THENCE SOUTHERLY ALONG SAID WESTERLY MARGIN 58.76 FEET, MORE OR LESS, TO THE CI.TACMAURDA/0999 CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULE A (Continued) Order No.: 1288089 Your No.: O' FARRELL PROPERTIES LEGAL DESCRIPTION EXHIBIT (Paragraph 4 of Schedule A continuation) NORTHEAST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED TO JOE POPOVIC BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 2716165, RECORDS OF KING COUNTY, WASHINGTON; THENCE WEST ALONG THE NORTH LINE OF SAID CERTAIN TRACT, 284 FEET, MORE OR LESS, TO THE SAID EASTERLY MARGIN OF 91ST AVENUE SOUTH; THENCE NORTH 10050'45" EAST ALONG SAID EASTERLY MARGIN, 59.33 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION LYING EASTERLY OF THE NORTHEASTERLY PROJECTION OF THAT CERTAIN LINE BEARING NORTH 6032'49" EAST AND 100.63 FEET IN LENGTH AS DESCRIBED IN AN INSTRUMENT RECORDED UNDER RECORDING NUMBER 4008583, RECORDS OF KING COUNTY, WASHINGTON. PARCEL C: THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND OF GOVERNMENT LOT 4 IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD WITH THE NORTHERLY MARGIN OF THE CITY OF SEATTLE CEDAR RIVER PIPE LINE RIGHT OF WAY; THENCE NORTH 2018'49" EAST 200.02 FEET; THENCE NORTH 89051'11" WEST PARALLEL WITH SAID NORTHERLY MARGIN 2.77 FEET TO A POINT ON THE WESTERLY MARGIN OF RAINIER AVENUE SOUTH (STATE HIGHWAY NO. 5), SAID MARGIN BEING A 5680.30 FOOT RADIUS CURVE CONCAVE TO THE WEST, A RADIAL AT SAID POINT BEARING NORTH 89028'32" WEST, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89051'11" WEST 156.11 FEET; THENCE NORTH 6°32'49" EAST 50.32 FEET; THENCE NORTH 89051'11" WEST 13.68 FEET TO A POINT 128.40 FEET EASTERLY (AS MEASURED ALONG A LINE PARALLEL WITH SAID CEDAR RIVER PIPELINE RIGHT OF WAY) FROM THE EASTERLY MARGIN OF 91ST AVENUE SOUTH (RAINIER BOULEVARD) AS LOCATED IN COUNTY SURVEY NO. 197 1/2, JANUARY 1909; THENCE NORTH 6032'49" EAST 157.14 FEET TO THE NORTHWEST CORNER OF THAT TRACT OF LAND CONVEYED BY DEED RECORDED UNDER RECORDING NUMBER 6469261; THENCE SOUTH 89052'13" EAST ALONG THE NORTH LINE THEREOF 144.28 FEET TO SAID WESTERLY MARGIN OF RAINIER AVENUE SOUTH (STATE HIGHWAY NO. 5); THENCE SOUTHERLY ALONG SAID WESTERLY MARGIN AN ARC DISTANCE OF 206.24 FEET TO THE TRUE POINT OF BEGINNING. PARCEL D: CLTACMAURDA/11999 CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULE A (Continued) Order No.: 1288089 Your No.: O' FARRELL PROPERTIES LEGAL DESCRIPTION EXHIBIT (Paragraph 4 of Schedule A continuation) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION; THENCE NORTH 89003'07" EAST, ALONG THE EAST AND WEST CENTER LINE OF SAID SECTION, 2,177.12 FEET TO THE EASTERLY LINE OF 91ST AVENUE SOUTH (HARDIE AVENUE SOUTHWEST); THENCE, ALONG SAID AVENUE LINE, NORTH 11005'23" EAST 509.58 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 89033'37" EAST 133.97 FEET; THENCE NORTH 00°26'23" EAST 75 FEET; THENCE NORTH 89033'37" WEST 119.86 FEET TO THE EASTERLY LINE OF 91ST AVENUE SOUTH (HARDIE AVENUE SOUTHWEST); THENCE SOUTH 11005'23" WEST 76.31 FEET TO THE TRUE POINT OF BEGINNING. PARCEL E: THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD WITH THE NORTHERLY MARGIN OF THE CEDAR RIVER PIPE LINE RIGHT OF WAY; THENCE NORTH 2018'49" EAST 275.02 FEET; THENCE NORTH 89051'11" WEST AND PARALLEL WITH SAID PIPE LINE RIGHT OF WAY 3.02 FEET TO THE WESTERLY MARGIN OF STATE HIGHWAY NO. 5; THENCE NORTHERLY ALONG SAID WESTERLY MARGIN OF SAID STATE HIGHWAY NO. 5, A DISTANCE OF 75.01 FEET, MORE OR LESS, TO THE NORTHEAST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED BY DEED RECORDED UNDER RECORDING NUMBER 2716165; THENCE WEST ALONG THE NORTH LINE OF SAID CERTAIN TRACT 163.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 6°32'49" WEST TO INTERSECT THE NORTH LINE OF THAT CERTAIN TRACT OF LAND CONVEYED BY DEED RECORDED UNDER RECORDING NUMBER 4018280; THENCE WEST ALONG SAID NORTH LINE 128.40 FEET TO THE EASTERLY MARGIN OF HARDIE AVENUE SOUTHWEST; THENCE NORTHERLY ALONG SAID EASTERLY MARGIN 101.75 FEET TO THE NORTH LINE OF SAID CERTAIN TRACT OF LAND RECORDED UNDER RECORDING NUMBER 2716165; THENCE EAST ALONG SAID NORTH LINE 120.81 FEET TO THE TRUE POINT OF BEGINNING. CLTACMAURDAM99 CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULE A (Continued) Order No.: 1288089 Your No.: O' FARRELL PROPERTIES LEGAL DESCRIPTION EXHIBIT (Paragraph 4 of Schedule A continuation) PARCEL F: THAT PORTION OF GOVERNMENT LOT 4 AND OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD (RAINIER AVENUE SOUTH) WITH THE NORTHERLY MARGIN OF THE CITY OF SEATTLE CEDAR RIVER PIPE LINE RIGHT OF WAY; THENCE NORTH 2018'49" EAST 200.02 FEET; THENCE NORTH 89051'11" WEST 2.97 FEET TO THE WESTERLY MARGIN OF STATE HIGHWAY NO. 5 (RAINIER AVENUE); THENCE CONTINUING NORTH 89051'11" WEST PARALLEL TO SAID PIPELINE RIGHT-OF-WAY, A DISTANCE OF 156.11 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE NORTH 6032'49" EAST 50.32 FEET; THENCE NORTH 89051'11" WEST 143.50 FEET TO THE EAST MARGIN OF 91ST AVENUE SOUTH, FORMERLY COUNTY ROAD (NOW KNOWN AS HARDIE AVENUE SOUTHWEST); THENCE SOUTH 10050'46" WEST 50.88 FEET; THENCE SOUTH 89051'11" EAST 147.30 FEET TO THE TRUE POINT OF BEGINNING. CLTACMAURDA/M CHICAGO TITLE INSURANCE COMPANY A.L.T.A, COMMITMENT SCHEDULE B Order No.: 1288089 Your No.: O'MIUL 13KEERMS Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. GENERAL EXCEPTIONS A. Rights or claims of parties in possession, or claiming possession, not shown by the Public Records. B. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. C. Easements, prescriptive rights, rights-of-way, liens or encumbrances, or claims thereof, not shown by the Public Records. D. Any lien, or right to a lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed bylaw, and not shown by the Public Records, E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the Public Records, F. Any lien for service, installation, connection, maintenance, tap, capacity, or construction or similar charges for sewer, water, electricity, natural gas or other utilities, or for garbage collection and disposal not shown by the Public Records. G. Unpatented mining claims, and all rights relating thereto; reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. H. Water rights, claims or title to water. I. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the Public Records, or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. SPECIAL EXCEPTIONS FOLLOW WLTACOMB bk D5/17/47 CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULE B (Continued) Order No.: 001288089 Your No.: O' FARRELL PROPERT I ES SPECIAL EXCEPTIONS A 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: DRIVEWAY AREA AFFECTED: A SOUTHERLY PORTION OF PARCEL C RECORDED: MAY 19, 1947 RECORDING NUMBER: 3687878 AV 2. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: B w D IN FAVOR OF: ADJOINING LANDS TO THE NORTH PURPOSE: INGRESS AND EGRESS AREA AFFECTED: EASTERLY 15 FEET OF PARCEL F RECORDED: MAY 23, 1950 RECORDING NUMBER: 4018280 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: DISCLOSED BY: WARRANTY DEED IN FAVOR OF: ADJOINING LANDS TO THE WEST AND NORTH PURPOSE: DRIVEWAY; INGRESS AND EGRESS AFFECTS: THE SOUTHERLY 15 FEET AND THE WESTERLY 12 FEET OF THE SOUTHERLY 50 FEET OF PARCEL C RECORDED: JANUARY 21, 1953 RECORDING NUMBER: 4308545 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: SEWER LINE(S) AREA AFFECTED: THE SOUTHERLY 5 FEET OF PARCEL E RECORDED: DECEMBER 21, 1956 RECORDING NUMBER: 4758291 5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF RENTON, A MUNICIPAL CLTACMavRn,v0999 E F G CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULE B (Continued) PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: Order No.: 1288089 Your No,: O' FARRELL PROPERTIES SPECIAL EXCEPTIONS CORPORATION OF KING COUNTY, WASHINGTON PUBLIC UTILITIES (INCLUDING WATER AND SEWER) WITH NECESSARY APPURTENANCES A PORTION OF PARCEL A OF SAID PREMISES AS DESCRIBED IN SAID INSTRUMENT AUGUST 25, 1972 7208250394 6. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED: FROM: RECORDED: RECORDING NUMBER: KITTIE GLENN FEBRUARY 21, 1902 226536 AS FOLLOWS: THE PARTY OF THE FIRST PART RESERVES THE RIGHT TO REMOVE ALL COAL OR OTHER MINERALS FROM SAID LAND BUT WITHOUT DISTURBING THE SURFACE THEREOF. 7. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED: FROM: BP WEST COAST PRODUCTS LLC, A DELAWARE LIMITED LIABILITY COMPANY RECORDED: FEBRUARY 19, 2004 RECORDING NUMBER: 20040219000295 AS FOLLOWS: GRANTOR EXCEPTS FROM THE CONVEYANCE MADE BY THIS DEED THE RIGHTS, BELOW THE DEPTH OF 500 FEET, TO MINERALS AND OIL, GAS, AND OTHER HYDROCARBON SUBSTANCES IN AND UNDER THE LAND CONVEYED IN FEE BY THIS DEED, BUT WITHOUT THE RIGHT OF SURFACE ENTRY, PROVIDED, HOWEVER, GRANTOR SHALL PAY GRANTEE JUST COMPENSATION FOR ANY DAMAGES SUFFERED BY GRANTEE ARISING FROM THE EXERCISE OF THESE RIGHTS. AFFECTS: PARCEL C CI-TACMBURDA/0999 CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHED U LE B (Continued) Order No.: 1288089 Your No.: O' FARRELL PROPERTIES SPECIAL EXCEPTIONS H 8. COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN INSTRUMENT, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW: J K L RECORDED: FEBRUARY 19, 2004 RECORDING NUMBER: 20040219000295 AFFECTS: PARCEL C 9. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN INSTRUMENT, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW: RECORDED: RECORDING NUMBER: AFFECTS: PARCEL C FEBRUARY 19, 2004 20040219000296 10. RELEASE OF DAMAGE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: ATLANTIC RICHFIELD COMPANY, A DELAWARE CORPORATION AND: PATRICIA J. BRANDT AND NANCY L. BUNKER, AS INDIVIDUALS RECORDED: DECEMBER 6, 1999 RECORDING NUMBER: 19991206001557 RELEASING PATRICIA J. BRANDT AND NANCY L. BUNKER, AS INDIVIDUALS FROM ALL FUTURE CLAIMS FOR DAMAGES RESULTING FROM: CE.TACMB2/RDA/0999 CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULE B (Continued) Order No.: 1288089 Your No.: O' FARRELL PROPERTIES SPECIAL EXCEPTIONS ENVIRONMENTAL CONTAMINATION U AFFECTS: PARCEL A N 11. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN PERMIT: 0 P Q R GRANTEE: RECORDED: RECORDING NUMBER: AFFECTS: PARCEL A STATE OF WASHINGTON APRIL 9, 1940 3095140 12. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEEDS: GRANTEE: RECORDED: RECORDING NUMBERS: AFFECTS: PARCEL C STATE OF WASHINGTON MAY 9, 1940 3100469 AND 3100471 13. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 9807219010, AS FOLLOWS: WIRE FENCE APPURTENANT TO WESTERLY ADJOINER ENCROACHES UP TO 0.8 FEET OVER THE WEST LINE OF PARCEL A OF SAID PREMISES. AV 14. MATTERS DISCLOSED ON SURVEY DONE BY HEBRANK, STEADMAN & ASSOCIATES, P.S., DATED MAY 12, 2999, UNDER JOB NO. 99060.00, AND RECORDED UNDER RECORDING NUMBER 9905139010, AS FOLLOWS: A. ASPHALT DRIVE AND CHAIN LINK FENCE APPARENTLY APPURTENANT TO PARCEL F ENCROACH ONTO THE SOUTHERLY ADJOINING PROPERTY. B. CHAIN LINK FENCE APPARENTLY APPURTENANT TO PARCEL F ENCROACHES INTO CLTACMUROA/0999 CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULE B (Continued) Order No.: 1288089 Your No.: Q' FARRELL PROPERT I ES SPECIAL EXCEPTIONS THE PUBLIC RIGHT OF WAY FOR HARDIE AVENUE SW ALONG THE WESTERLY BOUNDARY OF SAID PARCEL F. C. DRIVEWAY PROVIDED FOR BY INGRESS AND EGRESS EASEMENT RECORDED UNDER RECORDING NUMBER 4018280 WHICH RUNS ALONG THE EASTERLY 15 FEET OF PARCEL F EXTENDS BEYOND THE BOUNDARIES OF SAID EASEMENT. 5 15. PAYMENT OF THE REAL ESTATE EXCISE TAX, IF REQUIRED. THE PROPERTY DESCRIBED HEREIN IS SITUATED WITHIN THE BOUNDARIES OF LOCAL TAXING AUTHORITY OF CITY OF RENTON. PRESENT RATE IS 1.78%. ANY CONVEYANCE DOCUMENT MUST BE ACCOMPANIED BY THE OFFICIAL WASHINGTON STATE EXCISE TAX AFFIDAVIT. THE APPLICABLE EXCISE TAX MUST BE PAID AND THE AFFIDAVIT APPROVED AT THE TIME OF THE RECORDING OF THE CONVEYANCE DOCUMENTS. T 16. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE -LAND: ASSESSED VALUE -IMPROVEMENTS GENERAL & SPECIAL TAXES AFFECTS: PARCEL A 2009 182305-9011-06 2100 $ 385,800.00 $ 72,400.00 BILLED: $ 4,573.02 PAID: $ 2,286.51 UNPAID: $ 2,286.51 U 17. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: TAX ACCOUNT NUMBER: 2009 182305-9012-05 CLTACMUMDAION9 CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHED U LE B (Continued) Order No.: 1288089 Your No.: O' FARRELL PROPERTIES SPECIAL EXCEPTIONS LEVY CODE: ASSESSED VALUE -LAND: ASSESSED VALUE -IMPROVEMENTS: GENERAL & SPECIAL TAXES: AFFECTS: PARCEL B 2100 $ 102,000.00 $ 196,000.00 BILLED: $ 2,978.39 PAID: $ 1,489.20 UNPAID: $ 1,489.19 V 18. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE -LAND: ASSESSED VALUE -IMPROVEMENTS: GENERAL & SPECIAL TAXES: AFFECTS: PARCEL C 2009 182305-9082-00 2100 $ 613,200.00 $ 30,800.00 BILLED: $ 6,422.64 PAID: $ 3,211.32 UNPAID: $ 3,211.32 II 19. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE -LAND: ASSESSED VALUE -IMPROVEMENTS GENERAL & SPECIAL TAXES 2009 182305-9120-04 2100 $ 115,000.00 $ 145,000.00 BILLED: $ 2,600.13 PAID: $ 1,300.07 UTACMUMDA/0"9 C CHICAGO "TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULE B (Continued) Order No.: 1288089 Your No.: O' FARRELL PROPERTIES SPECIAL EXCEPTIONS UNPAID: $ 1,300.06 AFFECTS: PARCEL D X 20. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE -LAND: ASSESSED VALUE -IMPROVEMENTS: GENERAL & SPECIAL TAXES: AFFECTS: PARCEL E 2009 182305-9122-02 2100 $ 128,000.00 $ 163,000.00 BILLED: $ 2,908.71 PAID: $ 1,454.36 UNPAID: $ 1,454.35 AU 21. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE -LAND: ASSESSED VALUE -IMPROVEMENTS: GENERAL & SPECIAL TAXES AFFECTS: PARCEL F 2009 182305-9161-04 2100 $ 161,000.00 $ 128,000.00 BILLED: $ 2,888.80 PAID: $ 1,444.40 UNPAID: $ 1,444.40 Y 22. MEMORANDUM OF LEASE, INCLUDING THE TERMS AND CONDITIONS OF THE LEASE CLTACMBZ/RDA/0999 CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULE B (Continued) DISCLOSED THEREIN: LESSOR: LESSEE: RECORDED: RECORDING NUMBER: Z AFFECTS: PARCEL C Order No.: 1288089 Your No.: O'FARRELL PROPERT I ES SPECIAL EXCEPTIONS O'FARRELL PROPERTIES, LLC BJ'S DAILY GRIND, INC., A WASHINGTON CORPORATION, JAMES KLEFFNER AND SHARON KLEFFNER JUNE 24, 2004 20040624001008 AA 23. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: O'FARRELL PROPERTIES, L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY TRUSTEE: TRANSNATION TITLE COMPANY BENEFICIARY: FRONTIER BANK AMOUNT: $ 2,350,000.00 DATED: DECEMBER 21, 2007 RECORDED: DECEMBER 21, 2007 RECORDING NUMBER: 20071221001246 LOAN NUMBER: THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. AC 24. ASSIGNMENT OF RENTS GIVEN FOR SECURITY AND THE TERMS AND CONDITIONS THEREOF: ASSIGNOR: O'FARRELL PROPERTIES, L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY ASSIGNEE: FRONTIER BANK DATED: DECEMBER 21, 2007 RECORDED: DECEMBER 21, 2007 RECORDING NUMBER: 20071221001247 AE 25. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: CLTACMBURDA/0999 AG CHICAGO TITLF INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULE B (Continued) Order No.: 1288089 Your No.: O'FARRELL PROPERTIES SPECIAL EXCEPTIONS GRANTOR: O'FARRELL PROPERTIES, L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY TRUSTEE: TRANSNATION TITLE COMPANY BENEFICIARY: FRONTIER BANK AMOUNT: $ 350,000.00 DATED: DECEMBER 21, 2007 RECORDED: DECEMBER 21, 2007 RECORDING NUMBER: 20071221001248 LOAN NUMBER: THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. 26. ASSIGNMENT OF RENTS GIVEN FOR SECURITY AND THE TERMS AND CONDITIONS THEREOF: ASSIGNOR: O'FARRELL PROPERTIES, L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY ASSIGNEE: FRONTIER BANK DATED: DECEMBER 21, 2007 RECORDED: DECEMBER 21, 2007 RECORDING NUMBER: 20071221001249 Al 27. LIEN: CLAIMED BY: AGAINST: AMOUNT: RECORDED: RECORDING NUMBER: FOR: AJ AFFECTS: PARCEL D AK 28. LIEN: CITY OF RENTON GREG OFARRELL $ 443.20, PLUS INTEREST JANUARY 4, 2008 20080104001017 UTILITY SERVICE CLTACMUMDA/0999 CFIICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULE B (Continued) CLAIMED BY: AGAINST: AMOUNT: RECORDED: RECORDING NUMBER: FOR: AI. AFFECTS: PARCEL D Order No.: 1288089 Your No.: O'FARRELL PROPERTIES SPECIAL EXCEPTIONS CITY OF RENTON COLDWELL BANKER COMMERCIAL $ 443.20, PLUS INTEREST JANUARY 4, 2008 20080104001018 UTILITY SERVICE AM 29. UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND HOLDERS OF SECURITY INTERESTS ON PERSONAL PROPERTY INSTALLED UPON SAID PROPERTY AND RIGHTS OF TENANTS TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. MATTERS INCLUDING BUT NOT LIMITED TO MORTGAGES, DEEDS OF TRUST, ASSIGNMENT OF LEASES GIVEN AS SECURITY, FINANCING STATEMENTS AND OTHER SECURITY INTERESTS AFFECTING THE RIGHTS OF LESSEES ONLY. AN 30. TERMS AND CONDITIONS OF THE LIMITED LIABILITY COMPANY AGREEMENT FOR O'FARRELL PROPERTIES, L.L.C. AO NOTE: A COPY OF THE LIMITED LIABILITY COMPANY AGREEMENT, AND AMENDMENTS THERETO, IF ANY, MUST BE SUBMITTED. AP 31. ANY CONVEYANCE OR MORTGAGE BY O'FARRELL PROPERTIES, L.L.C., MUST BE EXECUTED IN ACCORDANCE WITH THE LIMITED LIABILITY COMPANY AGREEMENT AND BY ALL THE MEMBERS, OR EVIDENCE MUST BE SUBMITTED THAT CERTAIN DESIGNATED MANAGERS/MEMBERS HAVE BEEN AUTHORIZED TO ACT FOR THE LIMITED LIABILITY COMPANY. AY 32. PRIOR TO ISSUING AN EXTENDED FORM OWNER'S POLICY THIS COMPANY REQUIRES THAT THE PARTIES TO THE TRANSACTION PROVIDE AN ALTA/ACSM CERTIFIED, AS -BUILT SURVEY. AX 33. IMPORTANTI! THIS TRANSACTION HAS NOT BEEN APPROVED FOR INSURANCE AGAINST UNRECORDED LABOR AND MATERIAL LIEN RIGHTS NOR FOR MATTERS THAT COULD BE DISCLOSED BY AN ACCURATE AND COMPLETE SURVEY OF THE LAND. YOU MAY NOT CLOSE UNTIL THIS PARAGRAPH HAS BEEN ADDRESSED! TO PROVIDE AN EXTENDED COVERAGE OWNER'S POLICY GENERAL EXCEPTIONS A CLTACM62/RDA/0999 CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULE B (Continued) Order No.: 1288089 Your No.: O' FARRELL PROPERTIES SPECIAL EXCEPTIONS THROUGH D WILL BE CONSIDERED WHEN OUR INSPECTION AND/OR REVIEW OF SURVEY IS COMPLETED. GENERAL EXCEPTIONS E THROUGH H WILL REMAIN IN THE OWNER'S POLICY TO ISSUE. AR 34. THE LEGAL DESCRIPTION IN THIS COMMITMENT IS BASED ON INFORMATION PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS AS DEFINED IN THE POLICY TO ISSUE. THE PARTIES TO THE FORTHCOMING TRANSACTION MUST NOTIFY THE TITLE INSURANCE COMPANY PRIOR TO CLOSING IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. BB NOTE 2: IN THE EVENT THE OWNER'S POLICY COVERAGE IS CHANGED FROM EXTENDED TO STANDARD COVERAGE A CHARGE OF $215.00, PLUS $19.35 SALES TAX, WILL BE ADDED TO COVER THE COSTS RELATING TO THE EXTENDED COVERAGE INSPECTION. BA NOTE 3: THE PREMIUM FOR THE EXTENDED COVERAGE OWNER'S POLICY IS ITEMIZED AS FOLLOWS: DESCRIPTION AMOUNT STANDARD COVERAGE: $ 3,037.00 SALES TAX: $ 288.52 EXTENDED COVERAGE SURCHARGE: $ 1,181.00 SALES TAX ON SURCHARGE: $ 112.20 EXTENDED COVERAGE INSPECTION: $ 215.00 SALES TAX ON INSPECTION: $ 20.43 TOTAL PREMIUM, INCLUDING TAX: $ 4,854.15 AS NOTE 4: EFFECTIVE JANUARY 1, 1997, DOCUMENT FORMAT AND CONTENT REQUIREMENTS HAVE BEEN IMPOSED BY WASHINGTON LAW. FAILURE TO COMPLY WITH THE FOLLOWING REQUIREMENTS MAY RESULT IN REJECTION OF THE DOCUMENT BY THE COUNTY RECORDER OR IMPOSITION OF A $50.00 SURCHARGE. FOR DETAILS OF THESE STATEWIDE REQUIREMENTS PLEASE VISIT THE KING COUNTY RECORDER'S OFFICE WEBSITE AT WWW.METROKC.GOV/RECELEC/RECORDS AND SELECT ONLINE FORMS AND DOCUMENT STANDARDS. CLTACMB2/RDA/09" w CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULE B (Continued) Order No.: 1288089 Your No.: O' FARRELL PROPERTIES SPECIAL EXCEPTIONS THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER & GOVERNMENT LOT 4 IN SECTION 18-23-5. END OF SCHEDULE B C I.TACMBi/RDA/M99 Printed: 08-27-2009 Payment Made: CITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA09-103 08/27/2009 02:04 PM Total Payment: 2,000.00 Current Payment Made to the Following Items: Receipt Number: R0903655 Payee: O'FARRELL PROPERTIES LLC Trans Account Code Description Amount ------------------------------------------------------ ---------------- 5014 000.345.81.00.0011 Grading & Filling Fees 2,000.00 Payments made for this receipt Trans Method Description Amount Payment Check 2275 2,000.00 Account Balances Trans Account Code Description 3021 303.000.00.345.85 Park Mitigation Fee 5006 000.345.81.00.0002 Annexation Fees 5007 000.345.81.00.0003 Appeals/Waivers 5008 000.345.81.00.0004 Binding Site/Short Plat 5009 000.345.81.00.0006 Conditional Use Fees 5010 000.345.81.00.0007 Environmental Review 5011 000.345.81.00.0008 Prelim/Tentative Plat 5012 000.345.81.00.0009 Final Plat 5013 000.345.81.00.0010 PUD 5014 000.345.81.00.0011 Grading & Filling Fees 5015 000.345.81.00.0012 Lot Line Adjustment 5016 000.345.81.00.0013 Mobile Home Parks 501.7 000.345.81.00.0014 Rezone 5018 000.345.81.00.0015 Routine Vegetation Mgmt 5019 000.345.81.00.0016 Shoreline Subst Dev 5020 000.345.81.00.0017 Site Plan Approval 5021 000.345.81.00.0018 Temp Use, Hobbyk, Fence 5022 000.345.81.00.0019 Variance Fees 5024 000.345.81.00.0024 Conditional Approval Fee 5036 000.345.81.00.0005 Comprehensive Plan Amend 5909 000.341.60.00.0024 Booklets/EIS/Copies 5941 000.341.50.00.0000 Maps (Taxable) 5954 650.237.00.00.0000 DO NOT USE -- USE 3954 5955 000.05.519.90.42.1 Postage 5998 000.231.70.00.0000 Tax Remaining Balance Due: $0.00 Balance Due .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00