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Home My WebLink AboutReport 1PARTIES OF RECORD First Savings Loan Center LUA08-120, ECF, SA -A Meredith Everist Victor Karpiak Baylis Architects First Savings Loan Center 10801 Main Street ste: #110 PO Box 360 Bellevue, WA 98004 Renton, WA 98057 tel: (425) 454-0566 tel: (425) 255-4400 eml: (owner) everistm@baylisarchitects.com (contact) Updated: 10/31/08 (Page 1 of 1) lk UI' S BRIJ Sr -IC 1 200King County First; Savings Bank -10o year Floodplain -S i lh .tl I ?RCT in Renton "+ R�v�r Uk �,4„•Y'j7 +n L'I ir 0 3G7ft Legend � �� I County Boundary Streets Streams T � O I f'�% Highways I119n-L%OY Parcels 100 Year Roodplain. iM '-P ,V r Incorporated Area Artcri�,z Lakes and Large Rivers � I� � ED 'M (� rtt� Ci s The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, time iness, or rights to the use of such information. This document is not intended for use as a survey product. King County shall not be liable for any special, indirect, incidental, or consequential damages including, but limited to, lost lost resulting from the use or misuse of the general, not revenues or profits information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County. kg King County Date: 912MOO& Sou rce; King County WAP - Sensitive Areas �http:Ilwww.metrckc.goviGISINAP) First Saving Bank NW Loan Center — Technicai information Report Q 3 OFFSITE ANALYSIS 3.1 Task 9: Study Area Definition and Maps Runoff from the existing building drains north under the parking lot via a 6" storm drain and east to an existing 12" storm drain system in Wells Avenue S. The existing parking lot drains east through an 8" storm drain and oil water separator and ties into the 12"storm system in Wells Avenue, just upstream of the 6" connection from the existing parking lot. The 12" storm drain system in Wells Avenue flows west on S 2nd Street in a 15" CMP. Storm water is conveyed west approximately 600' within this system, which then turns and continues north within Logan Avenue N. for an additional 1,600'. At this point storm water is discharged into the Cedar River. The project site is surrounded, either by improved roadway or existing buildings and parking areas. Off -site storm water flows are negligible. 3.2 Task 2. Resource Review ■ Adopted Basin Plans and Finalized Drainage Studies This site is part of the Lower Cedar River Basin Plan which was last updated in January 2004. There are no areas of concern within the North Renton sub -basin of the project. • Critical Drainage Area Maps This site is not within a critical drainage area. • Flood plain/floodway (FEMA) maps The site is within Zone C, which indicates areas of minimal flooding. See 100-year flood plain map. • Excerpt from the City of Renton Comprehensive Plan dated November], 2004, amended December 12, 2005 October 3, 2008 3-1 Jab #08-129 TSoRTAD First Saving Bank NW Loan Center — Technical Information Report The project site is in the North Renton Subbasin. See Figure 4-1 Surface Water Drainage Basins from the City of Renton Comprehensive Plan adopted on November 1, 2004. • Sensitive Area Folio -- See Sensitive Areas Map at the end of this section o Coal Mine Hazard The site is not within a Coal Mine Hazard o Erosion Hazard The site is not within an Erosion Hazard o Flood .Hazard The site is not within a Flood Hazard o Seismic Hazard The site is within a Seismic Hazard zone and will be addressed during the final engineering for the site. o Landslide Hazard The site is not within a Landslide Hazard. • US Department of Agriculture, King County Soils The soils group is Ur, or Urban Land which means that the "soil has been modified by disturbance of the natural layers with additions of fill material several feet thick to accommodate large industrial and housing installations." (King County Soils Map) * Wetland Inventory Maps There are no wetlands in or near the project site. October 3, 2008 3-2 Job #08-129 WAD First Saving Bank NW Loan Center —Technical Information Report 3.3 Task 3: Field Inspection There were no problems encountered during the resource review. 3.4 Task 4: Drainage System Description and Problem Screening There are no problems or increased flooding anticipated because there is the same amount of impervious area in the existing and proposed conditions. 3.5 Task 5: Mitigation There is no mitigation proposed for this project. October 3, 2008 3-3 Job #08-129 r7 +a T � h essccixr es Neighborhood Detail Map�°�5 72315D2085 72315019;-Y { loC 5 723150109-1 1231501110 �� i23150702� �10 i rA�•� . SW..sow. 47 t 7231601.825 7231501940 • ??31501i35 12315012g5 1231302205 1231SDOB60 r • 1237501830 s • 7231.50193.E 72315017d5 7731501240 • come 4m— a 4OW 72315MOSO 7231501430 7231501843 723150DB90 • r +ter 7231501750 1'231502170 7231591931 i?315022dS 7231501235 m 7231501920 7237501755 723150123LI 7231500885 z Renton /23150222J 3 r rr r fzJiU9UH95 1231 vU1 �'2S t23150'16J l231507�'�'G 7231502220 723151111911) 723750117D (.�j 3�31S'_Tyi±, 7231SM905 7231501215 7231501995 7231501175 723IW2185 72315022/0 7231501975 7231501010 72375011380 1231501180 7231501200 'veterans Mem4rfa1 Park - Rerrterr 7231501900 7231501185 7131500910 _ S 3R.D-ST-- -- O 25 50 — -- — — 100 200 ?r'w15922;11 72315U237U 12si5017s5 7231501t320 723190073J ?C'I 20DB icing County }2315GD726 1231"v0Gf1R0 COMMENTS: SCALE: 1" = 100' The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County mattes no representations or warranties, express or implied, as to accuracy, comp€et8noss, timeliness, or rights to the use of such information. This document is not intended for use as a survey product. King County shall not be liable for any general, special, indirect, �ncldental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information an this map is prohlblled except by written permission of King County. �/ • W. lung County Date: 9129/20DB Source: King County !MAP - Properly Information(http:llwww.metrokc-gov/GIS,iMAP) Is LLV } � I ' I i I O _ I € m I I� � I — y WELI S AVFNUF S. r r C 1 yO ®y..... - ... _.Lei i 5g J � I NEDc U p -,VDU S. elm vi IT] n w I � I I I, .I m f f w\ , . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - --- 7r— SITE PLAN FIRST SAVINGS LOAN D 5 REVIEW CENTER Z e RENTON WASHINGTON D O N m O 0 w n o n w A 4 s r m SITE PLAN FIRST SAVINGS LOAN =_ _ � REVIEW '+ CENTER Z RENTON WASHINGTON r rn 0 n m SITE PLAN M REVIEW FIRST SAVINGS LOAN CENTER RENTON WASHINGTON -Ij nm -V DWG ANO GENERALIZED UTXJYY PLAN 72 FIRS SAVINGS BANK FIRST SAVINGS BANK NW LOAN CENTER z Q c Z Z SITE PLAN REVIEW Im FIRST SAVINGS LOAN CENTER RENTON WASHINGTON Ya-IF, q t I s af(Istie C SUPPLEMENTAL TOPOGRAPHIC SURVEY FIRS)' SAVINGS BANK FIRST SAVINGS BANK KPIC COUNTY, WASM (;r()W -:7 7777�'- V 7 F -A4D5'-APE AND FAF<NC, ANAL-515 --LAN LOT roVERA6- F,,- Al, z 0 z u z 0 z F'AP<lN0 ANALY515, VFFRAX5 AR -A G46,:-A'i,'\ > F' LOT LA AI-17,ILATION w Lu .,�;FKINO V) RREZIMIMRr- IVOTFOR CONSTRUCTION PARKING ANALYS SITE Pl-Ar-sl FIRST SAVINGS BANK NW� REVIEW LOAN CENTER if i4; RENTON WASHINGTON A5. 1NE5T ELEVATION I - ti z 0 0 v) a� () Lu I Z w U V) 0 0 z PRELIMINARY - NOT FOR CONSTRUCTION UJ uJ UJ U) (63�- BUILDING ELEVATIONS A201 3 2 1.7 38 2.8 1.8: 1 17 2 SOUTH SIDF- ELEVATION 4 b z < -J LU CL 5; LU W U) BUILDING ELEVATIONS PRELIMINARY - NOT FOR CONSTRUCT0 A202 First Savings Loa nter Conditions of Development (S nary) LUA08-120 Project Source of When Party Responsible Notes/Completion Condition Condition Compliance Date is Required A building Administrative Prior to Applicant Approved 1/17i09 materials board Site Plan building shall be Condition permit submitted. approval A lighting plan Administrative Prior to Applicant Approved 1/17i09 shall be Site Plan building submitted. Condition permit approval Compliance with ERC During Applicant/Contractor/Builder recommendations construction ofthe Geotechnical Engineering Study is required. Erosion control ERC During Applicant/Contractor/Builder shall be installed construction and maintained during construction in accordance with DOE Erosion Control Requirements. Work shall ERC During Applicant/Contractor,'Builder immediately construction cease and the State Department of Archaeology and Historic Preservation shall be contacted should any archaeological artifacts be discovered. Pay ERC Prior to Applicant $8,775.00 Transportation building Mitigation Fee pem7it approval Pay Fire ERC Prior to Applicant $7,609.68 Mitigation Fee building permit approval Haul hours are Code During Applicant/Contractor/Builder limited to 8:30 Construction am to3:30pm Monday through Friday First Savings Loa .nter Conditions of Development (S nary) LUA08-120 Construction Code During Applicant/Contractor/Builder hours are from constniction 7:00 am to 8:00 pm Monday through Friday. Construction hours on Saturdays are from 9:00 am to 8:00 pm and no work on Sundays. cc: LUA 08-120 Project File Chip Vincent Neil Watts Larry Meckling Kayren Kittrick Jennifer Henning Mike Dotson Gerald Wasser 6 0 CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT 10 U�i7 t7�' 1) Zt61i��'� Date: January 8, 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: First Savings Loan Center LUA (fife) Number: LUA-08-120, FCF, SA -A L Cross -References: a AKA's: A Project Manager: Gerald Wasser Acceptance Date: October 31, 2008 Applicant: Victor Karpiak, First Savings Loan Center Owner: Same as applicant Contact: Meredith Fverist, Baylis Architects PID Number: 7231501935; 7231501825; 7231501830; 7231501930; { 7231501940 ERC Decision Date: December 1, 2008 ERC Appeal Date: December 22, 2008 Administrative Approval: December 18, 2008 Appeal Period Ends: December 31, 2008 Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date; Date Appealed to Council: By Whom: a Council Decision: Date: Mylar Recording Number: Project Description; The applicant is requesting EnOronrnental (SEPA) Review and Administrative Site Plan approval for the construction of a three story (42-foot tall) commercial office building, a second floor bridge which would connect the existing 49,538 square foot bank/corporate facility to the new building and the remodel of approximately 1,000 square feet of the existing bank/corporate facility on a 38,865 square foot site.. The proposed 23,485 square foot building would operate as a new loan center. The 6,366 square foot existing loan center facility would be demolished to accommodate the new construction. The subject property is located in the Center Downtown (CD) zoning designation and Urban Overlay District A. 44 structured (within the existing bank/corporate facility) and 13 surface parking stalls are to remain, Access to the site would be from Wells Avenue South, Williams Avenue South, and South 2nd Street. The site is located in a seismic hazard area andapproximately 350 cubic yards of earth movement is proposed, Location: 201 & 207 Wells Avenue S �� Qenis Law, Mayor January 8, 2009 Meredith Everist Baylis Architects 10801 Main Street #110 Bellevue, WA 98004 SUBJECT: First Savings Loan Center LUA08-120, ECF, SA -A Dear Ms. Everist: CITY ']F RENTON Department of Community and Economic Development Alex Pietsch, Administrator This letter is to inform you that the appeal period ended December 22, 2008 for the Environmental Review Committee's (ERC) Determination of Non -Significance - Mitigated and December 31, 2008 for the Urban Design Overlay Regulations and Administrative Site Plan approval for the above -referenced project. No appeals were filed on the ERC deterniination, Urban Design Overlay Regulations or the Administrative Site Plan approval therefore, these decisions are final and application for the appropriately required permits may proceed. The applicant must comply with all ERC Mitigation Measures and Administrative Site Plan Conditions of Approval. If you have any questions, please feel free to contact me at (425) 430-7382. For the Environmental Review Committee, Gerald C. Wasser Associate Planner Enclosure cc; Victor Karpiak - First Savings Loan Center I Owner(s) 1055 South Grady Way - Kenton. Washington 98057 SThis paper contairis 50`"0 recycled material,30%postconsumer RENTON AFTEA➢ OF THE CURVE STAFF REPORT BACKGROUND REPORT DA TE Project Name Applicant Contact: File Number Project Description Project Location City of Renton Department of Community & Economic Urban Center Design Overlay Regulatio December 1j , 2008 First Savings Loan Center Victor Karpiak, First Savings Loan Center, P.O. Box 360, Renton, WA 98057 Meredith Everist, Baylis Architects, 10801 Main Street, Suite 110, Bellevue, WA 98004 LUA-08-120, SA -A, ECF Project Manager Gerald Wasser The applicant is requesting !Administrative Site Plan approval for the construction of a three story (42-feet) commercial office building, a second floor bridge which would connect the existing 49,538 square foot bank/corporate facility to the new building and the remodel of approximately 1,000 square feet of the existing ba.nk/eorporatc facility on a 38,865 square foot site. The proposed 21,035 square foot building would operate as a new loan center. The 6,366 square foot existing loan center facility and an 11 space surface parking lot would be demolished to accommodate the new construction. The subject property is located in the Center Downtown {CD) zoning designation and Urban Overlay District A. Forty-four structured (within the existing corporate/bank facility) and 13 surface parking stalls are to remain. Access to the site would be from Wells Avenue South, Williams Avenue South, and South 2nd Strcet. 201 & 207 Wells Avenue South Exist. Bldg_ 55,904 sf Area gsf Site Area 38,865 sf (gross) CRITERIA: DISTRICT A A. SITE DESIGN AND BUILDING LOCATION Proposed New Bldg. Area (footprint): Total Building Area gsf.- 7,296 sf 70,573 sf 1. Site Design and Street Pattern: Minimum Standards: Maintain existing grid street pattern. The project is located on parcels which make up the south frontage of the 800 block of South 2"d Street between Wells Avenue South and Williams Avenue South with no plans to change the street grid. The street pattern will remain as existing. 2. Building Location and Orientation: Buildings shall be oriented to the street with clear connections to the sidewalk. The pedestrian entrance to the proposed commercial space would be accessed directly from the sidewalk on Wells Avenue South. The building and its entry would be oriented to Wells Avenue South. 3. Building Entries: A primary entrance of each building shall be located on the facade facing the street. The main pedestrian entry to the proposed mixed use development faces Wells Avenue South. There are no vehicular entries to the proposed building. The applicant has enhanced the Urban Center Design Overlay Reg Report 08-120.doc STAFF City of Renton REPORT Department of Community & Economic Development BACKGROUND REPORT DA TE Project Name Applicant Contact: File Number Project Description Project Location Urban Center Design Overlay Regulations December 17, 2008 First Savings Loan Center Victor Karpiak, First Savings Loan Center, P.O. Box 360, Renton, WA 98057 Meredith Eve6st, Baylis Architects, 10801 Main Street, Suite 110, Bellevue, WA 98004 LUA-08-120, SA -A, ECF Project Manager Gerald Wasser The applicant is rc(l u:-stim-, Administrative Site Plan approval for the construction of a three story (41-4cci ) commercial office bu lding, a second floor bridge which would connect the clistinL, =19,538 squire tow banklcorporatc facility to the new building and the rcitx dc. LAC approximated_v 1,000 square feet of the existing bank`CoTpomte facility oil a 38.865 square foot site. The proposed 21,035 square foot building WO Ui d 4 17Ci` ttc as a new loan center, "Tile 6,366 square: foot existing loan ceMer laeility iInd au) I 1 space surface parking lot would be demolished to accommodate the nczt L:onstruction. The sul�jeLi properiv is locatiA ir4 the Center Downtown WD) i��ii�� _ &swMitioii and Urban Overiay District A. Fong -four structured (within the existing corporato'bank facility) and 13 surface parking stalls are to remain. to ike site would be from Wells Avenue South, Williams Avenue South, a�)d SOWN -'ixl Street. 201 & 207 Wells Avenue South Exist. Bldg. 55,904 sf Area gsf Site Area 38,865 sf (gross) CRITERIA: DISTRICT A A. SITE DESIGN AND BUILDING LOCATION Proposed New Bldg. Area (footprint): 7,296 sf Total Building Area gsf,70,573 sf 1. Site Design and Street Pattern: Minimum Standards: Maintain existing grid street pattern. The project is located on parcels which make up the south frontage of the 800 block of South 2"6 Street between W0s Avenue South and Wif#iams Avenue South with no plans to change the street grid. The street pattern will remain as existing. 2. Building Location and Orientation: Buildings shall be oriented to the street with clear connections to the sidewalk. The pedestrian entrance to the proposed commercial space would be accessed directly from the sidewalk on Wells Avenue South. The building and its entry would be oriented to Wells Avenue South. 3. Building Entries: A primary entrance of each building shall be located on the fagade facing the street. The main pedestrian entry to the proposed mixed use development faces Wells Avenue South. There are no vehicular entries to the proposed building. The applicant has enhanced the Urban. Center Design Overlay Reg Report 48-120.doc Cirtiy t#'Renton Department o1 ommmni(v & Lconomic Development Urbrrn Center Design Overliq Regulations First Savings Lnrut Center _ Ll .408420, SA -A, GC!' Report of December 17, 2008 — Page 2 of 4 pedestrian entrance by the use of a cantilevered metal and glass canopy and a recessed corner. The main pedestrian entry would also be directly accessed from the public sidewalk. Guidelines focus on providing clear architectural entrance features with lobbies, canopies, and ornamental lighting. Also encouraged are pedestrian pathways, plazas and landscaping. The applicant is proposing to provide a well-defined main entrance to the proposed structure. The entrance is at the northeast corner of the proposed building located on the Wells Avenue South frontage. The entrance is marked by unique architectural treatment including a recessed corner and a canopy. The proposed building is 42 feet and three stories in height. The proposal complies with the minimum standards of this criterion. No additional guidelines are suggested. 4 Transition to Surrounding Development — Minimum Standards: Careful siting and design treatment is necessary to achieve a compatible transition where new buildings differ from surrounding development in terms of buiiding height, bulk and scale. The following design elements shall be considered to promote a transition to surrounding uses. - Setbacks at the side or rear of a building may be increased in order to reduce the bulk and scale of larger buildings and so that sunlight reaches adjacent yards, - Building proportions, including step backs on upper levels, - Building articulation to divide a larger architectural element into smaller pieces; • Rooflines, pitches and shapes. The proposed development holds the street edge and would be an urban building. The proposed building is a three story structure with a maximum height of 42 feet to the top of the highest roof line. The apparent bulk of the project is reduced through the use of varying materials on the building facades. Exterior materials would include architectural concrete masonry units, pre -finished metal panels, brick, steel and glass. The scale of the building will be broken up through the use of materials. The building would be modulated with architectural features including a change in materials and a cantilevered metal and glass canopy. The proposed building would be compatible with the existing First Savings Bank campus. Although the proposed building would be taller than surrounding buildings, the immediate area is zoned CD and is likely to change as incremental redevelopment occurs. Comprehensive Plan policies encourage taller buildings and more intensive use of properties in the downtown core. The CD zoning allows for a 95-foot height limit. The proposal complies with the minimum standards of this criterion. No additional guidelines are suggested. B. PARKING, ACCESS, CIRCULATION 1. Location of Parking — Minimum Standards: No parking shall be located between a building and front property line or street side of a corner lot. 2. Design of Surface Parking — Minimum Standards: Parking lot lighting shall not spill onto adjacent or abutting properties. 3. Structure/Garage Parking— No minimum standard. Guidelines state that parking entries should not dominate the streetscape. Parking garages should be architecturally compatible with the residential portion of the building. The parking structure should be enclosed or screened through any combination of walls, decorative grilles, or trellis work with landscaping_ Garage parking should be secure. The street side of parking garages in the CD zone should incorporate retail or service commercial facilities. Parking is currently provided on the First Savings Bank campus. Forty-four structured parking stalls are located within the Corporate/Bank Facility and 13 additional spaces are located in a Urban Ccnter resign Overlay Reg Report 08-120.doc City of'Renton Department nf 4nnitriunity & L'c•ottotuic Uevelopmettt Llrbttta a enter Design Overlcty Rrrl;ulettiorzs First Savings Loan Center LL',408-120, SA-.4, .F.CF Report of December 17, 2008 Page 3 of 4 surface parking lot at the northeast corner of South 2'6 Street and Wells Avenue South. There is one entry to the structured parking from Williams Avenue South. There are two entry driveways to the surface parking lot; one is accessed from South 2' Street and the other is accessed from Wells Avenue South. Perimeter landscaping is proposed along all four facades of the proposed loan center building. Landscaping would provide visual relief between areas of pedestrian and vehicular circulation. 4. Vehicular Access — No minimum standard. Guidelines state parking should be accessed from alleys or side streets. Driveways should be visible from the right-of-way but not impede pedestrian circulation. Existing parking area entries would be used. No additional vehicular entries are proposed. The proposal complies with the minimurn standards of this criterion. C. PEDESTRIAN ENVIRONMENT 1. Streets. Driveways and Parking Lots- Parking access for the commercial space is from Williams Avenue South. South 2`1 Street and Wells Avenue South; parking access currently crosses the sidewalks at all entries. No changes would occur to vehicular entries as a result of the proposed project. 2. Pedestrian Circulation: There would be one pedestrian entry to the proposed building. This pedestrian entry point would be directly from the sidewalk and would be located at Wells Avenue South. The pedestrian entrance would be marked by distinct architectural form and elements such as a canopy and a recessed corner. D. LAN DSCAPINGIRECREATIONICOMMON SPACE Landscaping: Street trees shall be located between the curb and building. Street level landscaping for this project uses the existing street trees (Hornbeam), cast stone planters and planted areas to highlight architectural features as well as to create visual interest, transition and screening. Cast stone planters would be placed to denote the pedestrian entry point. In addition, an existing plaza area is located on the First Savings Bank campus to the north of the proposed loan center. E. BUILDING ARCHITECTURAL DESIGN 1. Building Character and Massing - All building facades shall include modulation or articulation at intervals of no more than 40 feet. The proposed building utilizes a variety of articulation elements. Pre -cast concrete at the base would anchor the building to its urban setting. Above street level the building is articulated with brick, curtain wall windows and curtain glass such that there are no elevations longer than 40 feet on Wells Avenue South. The style and materials for the proposed building are compatible with the existing corporate/bank building on the First Savings Sank campus. The proposal complies with the minimum standard and guidelines of this criterion. 2. Ground Level Details: At street level the building is urban in nature and holds the property line. 3. Building Rooflines - Building rooflines should be varied by emphasizing dormers, chimneys, stepped roofs, gables, prominent cornice or fascia, or be broken or articulated to add visual interest to the building. The roof line reflects the varied exterior materials used and would help to reduce the apparent bulk of the building. The proposal complies with this criterion. 4. Building Materials - Exterior finishes should add visual interest and detail and be made of material that is durable, high quality and easily maintained. Urban Center Design Overlay Reg Report 08-120.doc City of Renton Departmenf of Communifp 4- hl-conomir Development Urban 'enter Design Overlgv Regulations First Savings Loan Center _ LUA08-120. SA -A, ECF Report of December 17, 2008 Page 4 of 4 The apparent bulk of the project is reduced through the use of varying materials on the building facades. Exterior materials would include architectural concrete masonry units, pre -finished metal panels, brick, steel and glass. The proposed building materials meet this criterion. Staff is requesting a materials board as a condition of site plan approval. F. DECISION The First Savings Loan Center, LUA08-120, SA -A, ECF, is determined to comply with the minimum standards and guidelines of the Urban Center Design Overlay Regulations, RMC 4-3- 100 for District A. EFFECTIVE DATE OF DECISION ON LAND USE ACTION December 17, 2008 SIGNATURE: G.E. Vincent, Planning Director TRANSMITTED this 17th day of December 2008 to the applicant and owner: Victor Karpiak First Savings Loan Center P.O. Box 360 Renton. WA 98057 TRANSMITTED this 17th day of December 2008 to the contact: Meredith Everist Baylis Architects 10801 Main Street, Suite 110 Bellevue, WA 98004 TRANSMITTED this 17thday of December 2008 to Party(ies) of Record. None TRANSMITTED this 17fh day of December 2008 to the following. - Larry Meckling, Building Official Fire Marshal Neil Waits, Development Services Director Kayren Kittrick, Development Services Division Jennifer Henning, Current Planning Manager Renton Reporter Date Land Use Decision Appeal Process Appeals of Urban Center Design Overlay Regulations decision must be filed in writing on or before 5:00 PM, December 31, 2008. If no appeals are filed by this date, the action will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4- 8-11B. Additional information regarding the appeal process /may be obtained from the Renton City Clerk's Office, (425)-430-6510. Urban Center Design Overlay Reg Report 08-1 20.doc City of Renton REPORT & Department of Community and Economic Development DECISION ADMINI TRATIVE SITE PLAN REVIEW REPORT DATE December X, 2008 Project Aaine. Otivner: Applicant r - First Savings Loan Center First Savings Blink Loan Ccnter P.Q. Box 360 Denton, WA 9805, First Savings Barik Loan Center P.Q. Box 360 Denton, WA 98057 Contact: Meredith > verist Baylis Architects 10801 Main St.. Suitc l 1(i, Bellevue, WA 98004 File Number: LUA08-120, SA -.A, F('F Project Alanager Project Summarv: Project Location: Exist. Bldg. Area ,SF Gerald Wasser, Associate Planner DATE NAME I The applicant is rccluc1;tiiits Administrative Site Plan approval for the construction of a three story (42--f"cct) commercial office building, a second floor bridge which would connect the existing 49,538 square foot bank/corporate facility to the new building and tlic remodel of approximately 1,000 square feet of the existing bank/corporate facility on a 3S,865 square foot site. The proposed 21,035 square foot building would operatc as a new loan center. The 6,366 square foot existing loan center facility and an 11 space surface parking lot would be demolished to accommodate the new construction. The subject property is located in the Ccntcr Downtown (CD) zonim-, designation and Urban Overlay District A_ Forty-four structured (within the Misting bank/corporate facility) and 1.3 surface parking stalls are to remain. aAcccss zo the site would be from Wells Avenue South, Williams Avenue South, aixl South tad Street.. 201 & 207 Wetis Avenue South 55,904 sf Mte Area: 38,865 sf Proposed New Bldg. Area (footprint): 7,296 sf Proposed New Bldg. Area (gross): 70,573 sf Project Location Map' Site Plan Review Report 08-120.doc REPORT & DECISION R PORT DATE Project Name Owner: .Applicant Contact: file Number.., Project Nfanager. f'rn j ect .Starr nacrr-v: Project Location: Exist. Bh g. Area SF Site Area: City of Renton Department of Community and Economic Development ADMINISTRATIVE SITE PLAN REVIEW December 17, 2005 First Savings Loin Ccntc:r First Savings Batik Lc}�n Center P.O. Box 360 Renton, WA 98057 First Savings B�nik loan Center P.O. Box 360 Renton, WA 9805' Meredith i!verist Baylis Architects 10801 Main St., Suite 1 l (), Bellevue, WA 98004 LUA08-120, SA -A. L('l Gerald Wasser, A,,sociittc Planner The applicant is reduesting Administrative Site Plan approval for the construct' o1a of a three story (424cet) cc}rnmercial office building, a second floor bridge which would connect flit existitr 49,538 square foot bank/corporate futility to the new building and the ruin(del of approximately 1,000 square feet of the existing bank%corporate futility on a 38,865 square foot site. The proposed 21,035 square foot building would (�pertttc as a new loan center. The 6,366 square foot existing loan center facility and an ( 1 space surface parking lot would be demolished too accommodate the ncw construction. The subject property is located in the Center Downtown (Cf)) zoning, designation and Urban Overlay District A. Forty-four structured (within tlhc existing bank corporate facility) and 13 surface parking stalls are to remain. access to the site would be from Wells Avenue South, Williams Avenue South, anci South ?nd Street. 201 & 207 Wells Avenue South 55,904 sf 38,S65 sf Proposed New Bldg. Area (fvotprirtt): 7,296 sf I'voposed New Bldg. J rea (gross): 70,573 sf Project Location. Map` Site Plan Review Report 08-120.doc City o 'Renton Department of nnniti, & Economic Development lministrative Site Picerr Review First Sayings Loan Center Lt-A08-1.20, SA -A, ECF Report of December 17, 2008 Page 2 of 9 PART ONE: PROJECT DESCRIPTION I BACKGROUND The proposed project, First Savings Loan Center. Would be located on three parcels bounded on the north by South 2`1 Street, on the west by Williams AvC1111C Solrtlr and on the east by Wells Avenue South. The proposed building would include 21,035 square feet of office space. The property is zoned Center Downtown and ithin Urban Center Design Overlay District A. The Comprehensive Plan designation is Urban Centcr Downtown. Commcrcialiretail and multi -residential mixed use developments require site plan review. An administrativc site plan review is necessary for this project because the building is four stories or less and less than 60 feet in height. The surrounding properties are all zoned CD_ The site is currently developed with the First Sati ing, 13ank Northwest campus which includes a 6,366 foot loan center, a corporate off -ice facility (including 5.000 s�luarc feet of retail bank space), 44 structured parkirrg spaces, a drivc-through teller facility, an 11-space surf ice lot and a 13-space surface parking lot. In order to accommodate the proposed pr6cet the existing, lo.rn center building and the abutting 11-space parking lot would be demolished. The corporate/retail bank builduw, ttnd the 13-space surface parking lot would rcnlairr_ The proposed three story building would front on 1-Fells ;\venue South where the main pedestrian access would be located_ Access to the First Savings Bank Northwest campus would be gained from four existing driveways. One accesses the structured parking along Williams A%ctruc South. Another driveway accesses the 13-space surface parking lot from South 2ic1 Street. The other t�� ii clrivewEys access the site north and south of the proposed loan center building from Wells A\ cnuc South. The 57 parking spaces to remain (44 structural 11ar-kin,f ,tails within the corporate/rctail bank facility and the 13- space surface parking lot) would accommodate parking for the First savings Bank Northwest campus. Four accessible parking spaces are provided. Approximately 92 percent (or 35,753 square feet) ot'thc proposed project site would be covered by impervious surfaces. New landscaping is proposed alone the perimcter of the new loan center building. The proposed building, 21,035 square feet ir1 1Vc J, trotrld serve as the First Savings Bank Loan Center. The ground floor would have a lobby which would sen c the entire building. The entrance would be located at the recessed northwest corner of the new building and �� ould be enhanced by a metal and glass entrance canopy. The proposed building would be 42 feet in hci�glrl and the exterior materials would be comprised of architectural concrete masonry units, pre -finished metal panels. 17rick. steel, and glass. The proposed building would be compatible in style with the existing corporate rctail lxwk facility. Proposed trash and recycling containers would be located at the rear of the building with access from an existing 16-foot alley. This enclosure would be rrradc o masnw y walls and steel panel gates. All landscaped areas would be irrigated with cur underground, automated irrigation system_ Existing landscaping except for that associated with the existing loan center building and 1 l --space surface parking lot will remain. The proposed landscape plan includes perimeter l�izxlscaping along all four sides of the proposed loan center building_ Site Plan Review Report 08-120.doe City of Renton Depar'torent of Comtnunity & 1i4•ononrir DrvelopnienI Administrotive Site Plan Revie►v First Savings Loaf: Center LU.-t 08-120, SA -A, ECF Report of December 17, 2008 Page 3 of 9 PART TWO: ADMINISTRATIVE LAND USE ACTION - REPORT & DECISION A. TYPE OF L,9,VD USE ACTION XX � Site Plan Review Con(litionell U_,;e Shoreline Substantial Develohrrrent Permit Birtcling .Site Plan .SPecial Permit, for Gracic &, Fill 111nrinisirativc° Code Determination B. EXHIBITS C. Exhibit 1 Neighborhood Dctail Map Exhibit 2 Site Plan Exhibit 3 Landscape and Parkin~, Analysis Plan ]xhibil 4 Planting Plan Exhibit 5 Loan Center— Fast and ti1'est 1levations Exhibit 6 Loan Center-Nortli and Sou;i Elevations Fxhibit 7 Zoning Map STAFF REVIEW COMMENTS Representatives From various Cite departments have reviewed the application materials to identify and address site plan issues from tic proposed development. These comments are contained in the official file, and the appropriate recommendations have been incorporated into this report. D. CONSISTENCY WITH SITE l)J,:Vh:LCIPMF..NT PLAN REVIEW CRITERIA The Slic Development Plan Review C'ritcria set forth in Section 4-9-200 ol'the Renton Municipal Code forms the basis of the Site Plan Review. as follows: 1. Conformance with the Comprehensive Platt, its elements andpolicies The Comprehensive Land Use Map designation for the subject property is Urban Center Downtown. The following Conipi-eliensive Plan objectives and policies of the Land Use Element are applicable to the. proposal: Policy LU-21.8: Ground floor uses with street frontages along Wells Avenue South between Houser Way and South 2"" Street and �ilong South P Street between Main Avenue South and Burnett Avenue South should he limited to businesses which primarily cater to walk-in traffic (i.e. retail goods and services) in order to generate and maintain continuous pedestrian activity in these areas. Walk-in cuslonzer oriented businesses should also be encouraged to locate along street frontages in the remainder of the downtown core. ✓ Policy Objective Met Not Met Policy LU-221: Development should not exceed mid -rise heights (maximum 10 stories) within the Urban Center— Downtown_ ✓ Policy Objective Met Not Met Site Plan Review Report 08-120.doe 001 nf'Renton Department of eunrnrGrnity & Economic Develoinnent Administrative Site Plan Review First Savin s Loan Center L t 7,108-J20, SA -A, ECT Report of December 17, 2008 Page 4 of 9 Policy LU-223: Discourage uses inctudin, expansion of existing uses in the Urban Center — Downtown that require large areas of surface parking or drive -through service clueing space. ✓ Policy Objective Met Not filet Policy LU-241: Alleys should bc maintained in the Urban Center Downtown in order to facilitate use of alley -accessed harking_ freight delivery, and removal of' refuse and recyclables. ✓ Policy Objective Met Not Met Policy LU-258. Site and buildin, desipns (e.g. signage; building height, bulk and setback; landscaping; and parking, should reflect t111ity of design to create a distinct sense: ol"place and mitigate adverse impacts ton acljacenl uses. ✓ Policy Objective Met Not Met 2. Conf n-manee with existing- land use r eegtdations The subject site is zoned Center Downtown (CD). The CD zone is established to provide for a wide variety oCuses including conium-vial, residential, entertainment and personaliprol"essional services. The CD zone allows commercial rctailscivice as outright permitted. The proposed project includes a total of 21,035 square f,ect of iofliccs. The First Savings Bank canipas encompasses 53,569 square feel (it-olfices and retail bank_ It should be noted that the proposed development promotes the goals and policies of the City`s Economic Development priorities and the City`s Dowmon it arch. Lot Coverage The total footprint oftlic new loan center building will cover 7.296 square feet. The total site area is 38,805 Square feet. hlcluding the existing corporate/retail bank facility this generates a total buildith� coverage of approximately 60 percent. Sethack5'Landsca� — No minimum setbacks or landscape requirements are applied to CD zoned properties in the DownloEe ri Corc Area. There is no maximum fi'ont yard setback for buildings over 25 feet in height. Thcre is no rear yard setback as the property abuts commercially zoned property. The proposed building is rectanw,ulttr in Shape and would have an approximate 75 Cool frontage along Wells !Avenue Soutli. 'Hie primary entrance to the building is accessed through a recessed corner entry that opens directly to the sidewalk along Wells Avenue South and creates a pedestrian -oriented space. The frontage along Wells Avenue South has a vertical rhythm of masonry walls interspersed with the transparency of the store front windows. The horizontal architectural concrete band at the street level as well as the step back in the building mass and chang in material at the third floor level help reduce the apparent building height, The recessed corner entry will transition from the rest of the facade by change in material to ground lace concrete masonry units and a cantilevcred glass canopy. Perimeter landscaping is proposed along all four sides of the proposed loan center building. Trees proposed for the street level landscaped areas are Honnbeanss. Proposed shrubs and groundcovers would include Japanese ground spurge, winter and summer annuals and Japanese Stewartia. The preliminary landscape plain illustrates materials that would enhance the visual character of the buildin"'. Building Heir The CD zone allows a maximum building height of 95 feet. The maximum height of the proposed building is 42 feet. Site Plan Review Report 08-120.doc Ch), of Renton Deprrrintent of Cvniniintiq, & Lrunomir Develupntent Administrative Site Plan Revien> First Savings Loan Center L UI08-120, SA -A, ECF Report of December 17, 2008 Page 5 of 9 ParkinCirculation The parkin,, rc<<uhitions for commercial uses in the Center Downtown (CD) zone specify a maximum 0i, 1 space per 1,000 square feet of floor area, with no minimum requirement. The apjllieant i, proposing an increase of 17. 119 square feet anti the climination of 1 I existing parkin, spaces. IIowever, the project complies with the parking regulations. A total of 57 parking Stal IS a ould be provided. 'These comprise 44 structured spaces and 13 surface parking spaces n hieh exist on the First Savings Bank campus. Four ADA accessible parking spaces arc prov ided. Rcfusc said Recyclable Deposit :Areas —' he City's refuse and recyclable deposit areas requirements for commercial ot'icc pro.}ccts arc 2 square feet per 1,000 square feet of building gross floor area For rccti ctubles (2 square feet x 21.035 = 42.07 square feet) and 4 square feet per 1,000 square t,•et ol' building gross floor area for refuse deposit (4 square feet x 21.035 84.14 square Feet). .A lol;rl of 126.21 square feet of refuse and recyclable deposit area is required. A total of 160 scjuaru Iect of'refuse and recyclable deposit area is shown on the subrrriticd plan and would coniply with City requirements. Proposed trash and recycling containers would be located at tic: rear ol'the building with access from an existing 16-foot alley. This enclosure would be nrrciu ol'masonry walls and steel panel gates. Siguasge — Proposed signage N<� its TKIt rev icwed as part of the Site Plan Review. Signage will be reviewed wider a separate permit. 3. Mitigation ref impacts to surrounding properties and itses The subject site is located in cl()u rlt(-)%1 n Renton and is surrounded by commercially zoned uses. The proposed office dc,, eloprnent is riot expected to adversely impact surrounding properties. Staff anticipates the project to add value to the site and further enhance the commercial opportunities in the cioti� ntown area. The proposed building would roplacc the existing loan center building and an 11 space Surface parking lot. The existitr, builci1111 has 6,366 square feet of office space in one story and the proposed loan center would contain 21,035 square feet of office space in three stories. While the new building would be taI ler than the existing loan center, it would be compatible with the existing 2-story corporate: Mink building at the northwest corner of the First Savings Bank campus. Additionally, the site tav<}ut would be similar and the First Savings Bank plaza area would be retained. SurrOLHICiirtly uses consist of retail commercial. eating and drinking establishments, offices md ;3 hxriik The size, bulk, height and intensity of the proposed project are compatihic %ti ith the zoning code. The proposed loan center builclin,f has one main pedestrian entry which would be accessed from the public sidewalk alone ��'c:lls :'Avenue South. This entry is at a recessed corner of the building and would be clearly identifiable by a metal and glass canopy. Cast stone planters would be placed at the corner entry to buffer the building from the sidewalk on Wells Avenue South. No additional parking areas arc proposcd and the existing landscaping for the 13 space surface parking lot will remain. The retention of the plaza area which is accessible from South 2`1 Street promotes the campus -like layout of the overall site. Metal panels would screen rooftop mechanical equipmcnt. Refuse and recyclablcs containers would be screened and placed w the rear of the property accessible from the existing alley. While no lighting plan was subntittecl, staff is recommending that a lighting plan be provided to ensure that excessive brightness or Marc to adjacent properties and streets is avoided. Site Plan Review Report 08-120.doc Cio, of Renton Departrnent of t,ontmtuuty & 1:c•ononaic D(welopment A din in istrative Site Plan Review Firvt So vingay Loan Center Lt:,408-I20, SA -A, EC:F Report of December 17, 2008 Page 6 of 9 The additional commercial office space would potentially increase the amount of activity in the area and would add to the N ibraiw- Minn activity of the Downtown Core which in turn is ID keeping with the implementation of' the Comprehensive Plan for Downtown Renton. 4. Mitioation of impacts of the proptr wd site plan to the site The scale, height and bulk of the proposed building are appropriate for the site, and would he architecturally compatible with the cxis(ing neighborhood. The building style is similar to that of the 2-story corporate/bank i'acility on the First Savings Bank campus. Although the proposed building is taller than ,urroundi ig buildings, the immediate area is zoned CD and likely to change as incremental rcdcvc 1opi neat occurs. Comprehensive Plan policies encourage taller buildings in the downtown core. The exterior materials of the proposed bui lding would be architectural concrete masonry units, brick, pre -finished metal panel systcros, steel and glass. The building would have a fronmLc !milli ofapproximately 75 Ccc( along Wells Avcnuc South and would have a perceptible %crtical rhythm of masonry walls interspersed with the transparency of storefront windows. Tlhe horizontal architectural concrete band at the street level as well as the step back in the huildin" mass and change In matcrial at the third floor level would help reduce the app�ir,:w building lieight. The recessed corner entry would transition from the rest of the by a change in material to ground face concrete masonry units and a cantilevered glass canoe}. Roof mounted equipment would be screened by metal panels. To ensure compatibility with the cx1,,ting building on the First Savings Bank campus staff recommends that a materials beard_ ;ut)-ject to the approval of the Community & Economic Development Department Projcct Mauagcr be submitted at the time of building permit review. Trash and recycle containers would lie located at the rear of the proposed building. These would be located within an enclo,ure. ,It Trade level and would comply with the requirements of the Renton Municipal Codc (161C.' 4--1-()90). 5. Conservation of ru•ea wide property vahres Tile proposed development is expand i o conserve and increase property values in the vicinity of the site. The development of the site provides substantial improvements to infrastructure and additional cmplor mciit opportunities. 6. Safety artd of ficiettcj, of'vehicic raid pedestrian circulation The proposal would result in in incrc,Ise in traffic trips to the City's street system. The proposed project is expected to generate 117 new average daily trips. The Environmental Review Committee (CRC) placed a mitigation measure on the project requiring a Traffic Mitigation Fee. The Traffic Miti ition Fee is based on a rate of S75.00 for each new average daily trip generated by the project. ']Tc ]-ee is estimated to be $$,775.00 (1 17 daily trips x $75.00) which would be payable prior to the issuance of building permits. The Renton Transit Center is located south of South 2" `1 Street on Burnett Avenuc South which is approximately one black cost of the proposed project and within walking distance. Vehicular entry to the First Savings Baulk Northwest campus would not change as a result of the proposed project. An existing driveway along Williams Avenue South crosses over a public sidewalk to access the existing 44 structured parking spaces. An existing driveway along South 2"" Street and an existing driveway along Wells Avenue South (both of which Site Plan Review Report 08-120.doc City of'Renton Department of Community & Economic Development Administrative Site Plan Review First Savings Loan Center _ LUA08-120, SA -A, ECF Report of December 17, 2008 Page 7 of 9 cross public sidewalks) access tltc 13 space surface parking lot at the southwest corner of' Wells Avenue South and South ?`1 Strce.t. The pedestrian entry point to tlic proposed building is along Wells avenue South at the northeast corner o£the proposed structure. The entry would have a cantilevered glass canopy. 7. Mitigation of noise, odors and other hartn_firl or ttnhealtlty conditions Tire proposed development is not anticipated to generate any harmful or unhcalthy conditions. There would be noise itnpacls od increased traffic and activity that are normally associated with a commercial office project. To reduce negative impacts associated with service elements, the recyclable and refuse enclosure would be located at the rear ol'tlhc Building accessible via the existing alley. The construction materials of the enclosure would be compatible with the proposed building and would be screened by masonry walls and steel panel gates. 8. .1 vaila8ility ref ptthlic serviees and fiwilities to accommodate the proposed use Fire and Emergency Services and Police staff have indicated existing facilities are adequate to accommodate the subject proposal, suhicct to the applicants payment of the ncccssary impact fees. As imposed by the ERC mititsatiOtr measures, the applicant will be required to pay a Fire Mitigation Fee prior to the issuance ol'building permits. Water service and other utilities lire tivailable and would be extended as necessary to the building by the applicant as required by City code. 9. Prevention of neighborhood deterioration and blight The proposal would redevelop a site that is currently underutilized. The investment in the area would serve to prevent nciLhborhoocl deterioration and blight, Coordinated site improvements including landscapirr�=, si��ttagc and lighting would be included as part of this development, 10. Provision of adequate light and air The proposed building would have a vertical rhythm of masonry walls interspersed with store front windows at street level. l he horizontal band at street level as well as the step back in the building mass and change in buildinz, material at the third floor level help reduce the apparent building height. Curtain wall window systems at the second and third floor' levels would allow adequate natural iiglri and stir to reach all of the perimeter office space. The height of the proposed buildin.- is not expected to cast significant shade impacts on the surrounding area. Exterior onsite lighting, including security lighting is regulated by Code. Compliance with this Code (RMC 4-4-075) ensure; that all building lights are directed onto the building or the ground and cannot trespass be%ond the property lines. Staff does not anticipate that exterior lighting would becomc an issue duc too- the proposed building location and the adjacent uses provided Code requirements are met. Staff recommends that a lighting plan be submitted for review and approval by the Community Lll�-, Economic Development project manager at the time of building permit application_ Site Plan Review Report 08-120.doe City of'Renton Department n, Community & I:conuniic Develoliment Administrative Site I'licn Revien, First Savinl;v Loan Center LIAOS-I20, S.A-A, ECF Report of December 17, 2008 Page 8 of 9 E. FLVDLVGS Having reviewed the written record in the in�ittcr. tlic City now enters the following: 1) Request: The Applicant has requested Fn% ironmental Review and Administrative Site Plan Approval for the First Savings Loan Cenlcr. I.UA 08-120, SA -A, ECF. 2) Environmental Review: The City_ _ l:nvironniental Review Committee (ERC) has reviewed the proposal and issued a determination of ix)n-si,,nificance-miti(,ated (DNS-M) and imposed five mitigation measures on December 1, 200,ti, 3) Site Plan Review: The applicant's Sitc 1)1',w Review application complies with the requirements for int61-mation necessary for site pl to rc� lew� The applicant's plans are entered as Exhibits No. 1 through 7. 4) Comprehensive Plan: The subject proposal is located in the Urban Center -Downtown Comprehensive Plan designation. 5) Zoning: The proposed site is zoned ("cuter Downtown. G) Urban Design Overlay Regulations: 'l he proposed project is located within Urban Design Overlay District A. 1'. CO,lNCL F:SION'.S 1) The subject proposal complies with the policies and codes of the City of Renton, provided all advisory notes and conditions ofappro> al ire complied with. 2) The proposal complies with the Comprcltcnsive Plan goals, objectives and policies for commercial development in the Urban Cot(er-Downtown designation, provided all advisory notes and conditions of approval arc complicd with. 3) The proposal complies with the Ccirt,�:r Wwntown (CD) zone, provided all advisory notes and conditions are complied with. 4) The City's Environmental Rcvic�%r Coimniltc e (FRC) has reviewed the proposal and issued a determination of non-significance-mi1igatcd (DNS-M) and imposed five mitigation measures. 5) The proposal complies with Urban I) si,,=n Overlay District A provided all advisory notes and conditions of approval are complied with. G. DECISION The site plan for First Savings Loan Center, Project File No. LUA 08-120, SA -A, ECF is approved subject to the following conditions: l . A building materials board shall be submitted with the building permit application for review and approval by the Community & Fconomic Development Department project manager. Site Plan Review Report 08-120.doc City of Renton Department of ,oYnmtrniti, & 1'couomie Development Administrative Site Plan Review First Savings Lean Center LUA08-120, SA -A, ECF Report of December 17, 2008 Page 9 of 9 2. A lighting plan shall be submitted with the building permit application For review and approval by the Community & Economic Dc,,vtopnicnt Department project manager. C.E. Vincent, Planning Director Decisions Date TRAi SMITTED thi.,• 17r" do-v of Decerr 1wr 200S 10 ilrc A1�1�liccrr�ttr'Otti�raer^/Car�tctct: Victor Karpiak First Savings Loan Center P.O. Box 360 Renton, WA 98057 Nl,:i-,:dztlr Lverist 13�iN liw :Architects 10801 NLin Street, Suite 110 BcII `uc. WA 98004 77?A.1V5:h1ITTRD this 17"r "' ol'Decenaher 200S 1u tare Parties of'Recor& None: TRANSMITTED this 17" da-V oi'December 200N to tltc frtllowing.- Larry Mecklin„ Building Official Veil Watts, Development Ser\iccs Director Jennitcr Henning, Current Plannin- Managur Jan Conklin Carrie Olson 1-irc Marshal Renton Reporter Land Use Decision Appeal Process. Appeals of the land use decision must be filed in writing on or before 5:00 PM on December 31, 2008. The decision will become final if not appc,ilcd iti a rising to the I learing Examiner on or before 5:00 1'M on December 31, 2008. Cite of Renton Municipal Code Section 4-8-110 governs appeals to the Examiner. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. Appeals must be filed in writing, together with the required $75.00 application fee, to: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057 EXPIRATION DATE: Site Plan Approval wi11 expire two (2) years from the date of approval. An extension may be requested pursuant to RMC Section 4-7-080.M. Site Plan Review Report 08-120.doc Neighborhood Detail Map oN1ri l y 72375n2095 723a507979 723150TODS sty; 723150a11�f. P ` Q�,1 SiU� 1J asa a 723aSa7823 72315tl19�n 7237501136 72315072+f5 ��t=3n�2ss � s �' 7z3a5Daesa • J23a501$3a + 723150105 7231501145 72315a1240 ' t 729a5t7a9so �23aSdi99n low 7237'S018d5 0 am *err 7.231S00Batl 7231501150 T231502170 7211502245 7231601931 7�11501235 ,i w < 7231501920 g Z315D.,�� l2315LI1230 72315009BS 4Re nta n L 723i5aa160 z; M 72375n22T5 723a50i.B50 R' 2. 723154a89S 7231501165 a 375n722 T_ di 1� 177 72379n2220 72375019aD F�1 7: 723150117U 72315DODUS 7231501215 7231501905 7231.501175 72375n2795 7"1502210 7231501873 723750797t? 723750786tl 7231591a80 723a.5Di2D0 1 teren� ltf,muriioi l : itlt+ ; 7231501900 723a501185- 723i5nn97Li 70 a 25 50 ioo 200 72.31502271 7231=70 7231301755 7237301621) 7231500730 'C) 20M"Ca-evy i ' 72315aC1T26..723iSa09da i COMMENTS: SCALE: V - 100' The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice- King County makes no representations or warranties, express of implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not intended for use as a survey product- King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting information contained on this map_ Any sale of this map or information an this map is prohibited except by written permission of Kfng County. from the use or misuse of the King County Dace a9'l29120D$ : -=SaurcB fGin� CoUn iMAPE�:Property-Information;(http'8www.,rnetrokc:gov/GIS/iMAP) yV 4 z ZZ wo c�ra LULL r— O LU � LU N, IHSdM NO1N-IN a31N3D N` O-1 MN 71Md8 S`JNIAVS 1S IJ EX6LJIT 2 Owl T g �! ill I- ` ul F ' x V - v u —� L l i ii I ---_—_-----....---�----i_—__----------- L �7 NO lwm NO-LN--m -INK) NVO-1 MN NNVS SE)NIAVS -LSd Id EXhiLBIT 3 R! �P k� Myv EXHIBIT 4 z to Co it 11 � �, 1k, VIEL[S AVENX S. 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ECF, SA -A LOCATIONS 701 6 207 Wells Avenue S DESCRIPTION, Thr app cant is requesting Environmental (SEPA} Review and Administrative Site Plan approval for the constrott— of . three story (42-foot fall} c ..I office buiiding, n second floor bridge which would com,.ct :he ealstinq 49 538 square fool ha'W—purate f—ility to the new bu,idmg and the remodel of approximatoly 1,000 square feet of the existing—orporate f—lity on a 38,865 square foot site.. The proposed 21,000 square foot hu ld my would operate as a new loan center. The 6.366 square foot existinq Ivan center facility and 1 1 s�.,r tace parking vt-,lls would be demolished to accommodate the new construction. The subject I"peey is loca!r:d �n r,e Center IICIzoning designation and Urban Overlay District A. turfy -four structured (witr In the existing brnk'corporato facility) and 13 surf... parking scadsr are to re _ Access to the site wale ne fro.. tVells A�em rue South, Wllhas Avenue South, and South 2ndStreet_ nTl e project site is located in a seism, haeard ar.a and approximately 350 ..hi. yards of aarth rnu:. en —I i. proposed. THE CITY OF RE',Ti _NVIFONIAE`JT,-L REVIEW COMMITTEE (ERCj sms DETERfAlNCD THAT THE PROPOSED ACTIC, DCF I -PAVE A SIGNIFICANT 4OVERSE IMPACT ON THi= ENVIRONMENT_ Appeals of the environmental del, i,�.. ,atiun r _: be filed in writing on or before 5:00 PTA on December 22. 2001 APpeals n us1 be filed in writing mgeti re, w1li- v,e required$75.00 application Fee with: Hearing Examiner, City of Renton, 1055 South Grady W,, Renlen, WA i1Hn57, Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. e. Addir—al nfar of regarding the appeal process may be obtained from the Renton City Clerk's Off—, 14251 4.30-6810. IE THE ENVIRONMENTAL T=Rf.71'.A I ' )rJ IS APPEALED, A PUBLIC HEARING WILL BE SET AND ALL PARTIES NOTIFIED_ FOR FURTHER INFOR . r (:'. Pi ONTACT THE CITY OF RENTON. DrIeArTii OF COlrllmUNI T' Ti .-1 IIC DrVFI-0PMFNT AT 1425) 4,1(1-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please include the project NUMBER when tailing for proper file identification. CEIZrri iCATION I hereby certify that copii the above document were posted by me in _. conspicuous places or nearby the'fdescribed DATE: % S IGNED: s, 7 TV ,..f ATTEST: Subscribed and sworn before me, a Notary i'ublic, in and for the State of Washington residing -in s day of r on the 1 >� ,. INOT RY PUBLI STATE OF WASHINGTON, COUNTY OF KING } AFFIDAVIT OF PUBLICATION PUBLIC NOTICE Linda M Mills, being first duly sworn on oath that she is the Legal Advertising Representative of the Renton Reporter a bi-weekly newspaper, which newspaper is a legal newspaper of general circulation and is now and has been for more than six months prior to the date of publication hereinafter referred to, published in the English language continuously as a bi-weekly newspaper in King County, Washington. The Renton Reporter has been approved as a Legal Newspaper by order of the Superior Court of the State of Washington for King County. The notice in the exact form annexed was published in regular issues of the Renton Reporter (and not in supplement form) which was regularly distributed to its subscribers during the below stated period. The annexed notice, a: Public Notice was published on December 6, 2008. The full amount of the fee charged for said foregoing publication is the sum of $105.00. Linda M. Mills Legal Advertising Representative, Renton Reporter Subscribed and s:=te 6th day of December, 2008. Kathy Dal ,Notary Publicor the State of Washington, Residing in Covington, Washington P. O. Number: 4`OP�SE+� Ittttlli F y / f /Q0 Pu�v PE O�- NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL, REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee has issued a Determination of Non - Significance -Mitigated for the following project under the authority of the Renton Municipal Code. First Savings Loan Center LUA08-120, ECF Sa-A Location: 201 & 207 Wells Ave. S. The applicant is requesting SEPA Review & Administrative Site Plan approval for a new 3-story, 21,000 sf loan center building, & bridge connecting the existing 49,538 sf bank to the new building. An existing 6,366 sf building & 11 surface parking stalls would be demolished. Access would be from Wells Ave S, Williams Ave S, and S 2nd St. The project site is located in a seismic hazard area. Approx 350 ey of minding is proposed. Appeals of the environmental determination must be tiled in writing on or before 5;00 PM on December 22, 2006. Appeals must be filed in writing together with the required $75,00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.E. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. Published in the Renton Reporter on December 6, 2008. #154731. ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETERMINATION OF NON -SIGNIFICANCE - MITIGATED (DNS-M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: First Savings Loan Center PROJECT NUMBER: LUA08-120, LCF, SA -A LOCATION: 201 & 207 Wells Avenue S DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of a three story (42-foot tall) commercial office building, a second floor bridge which would connect the existing 49,538 square foot banklcorporate facility to the new building and the remodel of approximately 1,000 square feet of the existing banklcorporate facility on a 38,865 square foot site.. The proposed 21,000 square foot building would operate as a new loan center. The 6,366 square foot existing loan center facility and 11 surface parking stalls would be demolished to accommodate the new construction. The subject property is located in the Center Downtown (CD) zoning designation and Urban Overlay District A. Forty-four structured (within the existing banklcorporate facility) and 13 surface parking stalls are to remain. Access to the site would be from Wells Avenue South, Williams Avenue South, and South 2nd Street. The project site is located in a seismic hazard area and approximately 350 cubic yards of earth movement is proposed. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on December 22, 2008. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.6. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, A PUBLIC HEARING WILL BE SET ALL PARTIES NOTIFIED. AND FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT AT (425) 430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please include the project NUMBER when calling for proper file identification. r3- J 4 � + , Denis Law, Mayor December 4, 2008 Meredith Everist Baylis Architects 10801 Main Street ste: #110 Bellevue, WA 98004 SUBJECT: First Savings Loan Center LUA08-120, ECF, SA -A Dear Ms. Everist: CIT OF RENTON Department of Community and Economic Development Alex Pietsch, Administrator This letter is written on behalf of the Environmental Review Committee (ERC) to advise you that they have completed their review of the subject project and have issued a threshold Determination of Non -Significance -Mitigated with Mitigation Measures. Please refer to the enclosed ERC Report and Decision, Part 2, Section B for a list of the Mitigation Measures. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on December 22, 2008. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8- 110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. if the Environmental Determination is appealed, a public bearing date will be set and all parties notified. The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeal rights more fully, if you choose to do so. If you have any questions or desire clarification of the above, please call me at (425) 430-7382. For the Environmental Review Committee. Gerald C. Wasser Associate Planner Enclosure cc: Victor Karpiak / Owner(s) 1055 South Grady Way - Renton. Washington 98057 SThis paper co50°,: recycled material, 30%post consumer RENTON AHEAD Or THE CURVE I o CIT*OF RENTON # A ♦ Department of Community and W7— Economic Development Denis Law, Mayor Alex Pietsch, Administrator December 4, 2008 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 Subject: Environmental Determination Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC) on December 1, 2008: DETERMINATION OF NON -SIGNIFICANCE -MITIGATED PROJECT NAME: First Savings Loan Center PROJECT NUMBER: LUA08-120, ECF, SA -A LOCATION: 201 & 207 Wells Avenue S DESCRIPTION: The applicant is requesting SEPA Review & Administrative Site Plan approval for a new 3-story, 21,000 sf loan center building, & bridge connecting the existing 49,538 sf bank to the new building. An existing 6,366 A building & 11 surface parking stalls would be demolished. Access would be from Wells Ave S, Williams Ave S, and S 2nd St. The project site is located in a seismic hazard area. Approx 350 cy of grading is proposed. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on December 22, 2008. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. Please refer to the enclosed Notice of Environmental Determination for complete details. If you have questions, please call me at (425) 430-7286. For the Environmental Review Committee, C /, ~ J Gerald C. Wasser Associate Planner Enclosure cc: King County Wastewater Treatment Division WDFW, Stewart Reinbold David F. Dietzman, Department of Natural Resources WSDOT, Northwest Region Duwamish Tribal Office Karen Walter, Fisheries, Muckleshoot Indian Tribe Melissa Calvert, Muckleshoot Cultural Resources Program US Army Corp. of Engineers Stephanie Kramer, Office of Archaeology & Historic Preservation 1055 South Grady Way - Renton, Washington 98057 G) This paper contains 6U"C, recycled material. 3D°/o past Consumer RENTON AHEAD oi' THE CURVE CITY OF RENTON DETERMINATION OF NON -SIGNIFICANCE -MITIGATED MITIGATION MEASURES APPLICATION NO(S): APPLICANT: PROJECT NAME: LUA08-120, ECF, SA -A First Savings Loan Center First Savings Loan Center DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of a three story (42-foot tall) commercial office building, a second floor bridge which would connect the existing 49,538 square foot bank/corporate facility to the new building and the remodel of approximately 1,000 square feet of the existing bank/corporate facility on a 38,865 square foot site.. The proposed 21,000 square foot building would operate as a new loan center. The 6,366 square foot existing loan center facility and 11 surface parking stalls would be demolished to accommodate the new construction. The subject property is located in the Center Downtown (CD) zoning designation and Urban Overlay District A. Forty-four structured (within the existing bank/corporate facility) and 13 surface parking stalls are to remain. Access to the site would be from Wells Avenue South, Williams Avenue South, and South 2nd Street. LOCATION OF PROPOSAL. 201 & 207 Wells Avenue S LEAD AGENCY: The City of Renton Department of Community & Economic Development Planning Division MITIGATION MEASURES: 1. The applicant shall be required to comply with the recommendations of the Geotechnical Engineering Study prepared by Geotech Consultants, Inc., dated October 10, 2008_ 2_ Erosion control shall be installed and maintained during construction in accordance with the State Department of ecology Erosion Control Requirements as delineated in the 2005 Stormwater Management Manual. 3. Work shall immediately cease and the Washington State Department of Archaeology and Historic Preservation shall be contacted should any archaeological artifacts be discovered during earthwork activities. 4. A Transportation Mitigation Fee shall be assessed at $75.00 per average weekday peak hour trips generated from the project. The fee (estimated to be $8,775.00) shall be paid prior to issuance of building permits. 5. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $0.52 per square foot of new commercial space. The fee is estimated to be $7,609.68. ERG Mitigation Measures Page 1 of 1 CITY OF RENTON DETERMINATION OF NOWSIGNIFICANCE-MITIGATED ADVISORY NOTES APPLICATION NO(S): APPLICANT: PROJECT NAME: LUA08-120, ECF, SA -A First Savings Loan Center First Savings Loan Center DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of a three story (42-foot tall) commercial office building, a second floor bridge which would connect the existing 49,538 square foot bank/corporate facility to the new building and the remodel of approximately 1,000 square feet of the existing bank/corporate facility on a 38,865 square foot site.. The proposed 21,000 square foot building would operate as a new loan center. The 6,366 square foot existing loan center facility and 11 surface parking stalls would be.demolished to accommodate the new construction. The subject property is located in the Center Downtown (CD) zoning designation and Urban Overlay District A. Forty-four structured (within the existing bank/corporate facility) and 13 surface parking stalls are to remain. Access to the site would be from Wells Avenue South, Williams Avenue South, and South 2nd Street. LOCATION OF PROPOSAL; 201 & 207 Wells Avenue S LEAD AGENCY: The City of Renton Department of Community & Economic Development Planning Division Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Water 1. City Code requires a System Development Charge (SDC) for all new and re -development. The fee for re- development is based on the difference in size of the water meter currently (or previously) providing domestic water service, and the meter size necessary to provide water to the redeveloped site. 2. Additional fire hydrants are required by the Fire Department. The hydrants must be connected to the existing 12-inch water main. 3. Any existing sub -standard fire hydrants will be required to be upgraded and/or retrofitted with a quick disconnect Storz fitting. 4. If a fire sprinkler system is required, a separate utility permit and separate plans will be required for the installation of the double detector check valve assembly. 5. The new domestic water meter will be required to have an above ground Reduced Pressure Backflow Assembly installed in an above ground hot box. Sewer 1. City Code requires a System Development Charge (SDC) for any new development. This fee is based on the size of the domestic water meter necessary to serve this site. And again, as with the water SDC fee, the re -development credit for the site may offset any required SDC fee. Storm 1. Surface Water System Development Charge (SDC) is required for this site. This fee is based on new impervious surface added to the site. ERG Advisory Notes Page 1 of 2 2. A storm and surface water drainage plan and report (per the 1990 King County Surface Water Manual; see the seven Core requirements) has been provided required. The Technical Information Report analysis submitted with this application has covered all of the Core requirements. Streets/Transportation 1. A Traffic Mitigation Fee of $75.00 per Average Daily Trip shall be assessed. 2. The alley along the west side of the property will be required to be paved to the full width and length of the property. 3. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. If three or more poles are required to be moved to accommodate the development design, all existing overhead utilities shall be placed underground_ Utility Plan Review Conditions 1. Temporary Erosion Control measures shall be installed and maintained in accordance with the Department of Ecology Standards and staff review. 2. A Traffic Mitigation Fee of $75.00 per Average Daily Trip shall be assessed. According to the Traffic Study submitted with this application, the project will generate 117 additional daily trips. Therefore the fee will total $8,775. This fee is payable at time of building permit. Fire & Emergency Services 1 _ Fire Flow: The revised fire flow calculation for this 21,369 square foot, 3-story, type I IB building, plus 180 square foot sky bridge shall require 2,500 gallons per minute for 3 hours. 2. Alleys: The alley to the south of the new structure shall be posted as "No Parking —Fire Lane" on both sides of the alley, per City of Renton Fire Lane Ordinance. ERC Advisory Notes Page 2 of 2 CITY OF RENTON DETERMINATION OF NON -SIGNIFICANCE (MITIGATED) APPLICATION NO(S): APPLICANT: PROJECT NAME: LUA08-120, ECF, SA -A First Savings Loan Center First Savings Loan Center DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of a three story (42-foot tall) commercial office building, a second floor bridge which would connect the existing 49,538 square foot bank/corporate facility to the new building and the remodel of approximately 1,000 square feet of the existing banklcorporate facility on a 38,865 square foot site.. The proposed 21,000 square foot building would operate as a new loan center. The 6,366 square foot existing loan center facility and 11 surface parking stalls would be demolished to accommodate the new construction. The subject property is located in the Center Downtown (CD) zoning designation and Urban Overlay District A. Forty-four structured (within the existing bank/corporate facility) and 13 surface parking stalls are to remain. Access to the site would be from Wells Avenue South, Williams Avenue South, and South 2nd Street. LOCATION OF PROPOSAL: 201 & 207 Wells Avenue S LEAD AGENCY: The City of Renton Department of Community & Economic Development Planning Division The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on December 22, 2008. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110,13. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. PUBLICATION DATE: DATE OF DECISION: SIGNATURES: December 6, 2008 December 1, 2008 Gregg Zi erm nistrator Dat Public Worts 152, Terry Higashiyama, Administrator Date Community Services 2-4&�__ I. David Daniels, Administrator Fire & Emergency Services Alex Pietsch, Administrator Department of Community & Economic Development Date l2 � I O � Date ENVIRONMENTAL REVIEW COMMITTEE MEETING NOTICE December 1, 2008 To: Gregg Zimmerman, Public Works Administrator Terry Higashiyama, Community Services Administrator I. David Daniels, Fire Chief Alex Pietsch, CED Administrator From: Jennifer Henning, CED Planning Manager Meeting Date; Monday, December 1, 2008 Time: 3:00 PM Location: Sixth Floor Conference Room #620 Agenda listed below. First Savincrs Bank Loan Center (Wasser) LUA08-120, ECF, SA -A Location: 201 & 207 Wells Avenue S. The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of a three story (42-foot tall) commercial office building, a second floor bridge which would connect the existing 49,538 square foot banklcorporate facility to the new building and the remodel of approximately 1,000 square feet of the existing banklcorporate facility on a 38,865 square foot site.. The proposed 21,000 square foot building would operate as a new loan center. The 6,366 square foot existing loan center facility and 11 surface parking stalls would be demolished to accommodate the new construction. The subject property is located in the Center Downtown (CD) zoning designation and Urban Overlay District A. Forty-four structured (within the existing banklcorporate facility) and 13 surface parking stalls are to remain. Access to the site would be from Wells Avenue South, Williams Avenue South, and South 2nd Street. cc: D. Law, Mayor J. Covington, Chief Administrative Officer S. Dale Estey, CED Director D. Pargas, Assistant Fire Marshall N. Watts, Development Services Director @ F. Kaufman, Hearing Examiner C. Duffy, Deputy Chief/Fire Marshal 0 J. Medzegian, Council P. Hahn, Transportation Systems Director C. Vincent, CED Planning Director O L. Warren, City Attorney ERC City of Renton Department of Community and Economic Development REPORT ENVIRONMENTAL REVIEW COMMITTEE REPORT ER C MEE TING DA TE. December 1, 2008 Project Name: First Savings Loan Center Owner: First Savings Loan Center, P.O. Box 360, Renton, WA 98057 Applicant: Same as above. Contact: Meredith Everist, Baylis Architects, 10801 Main St., Suite 110, Bellevue, WA 98004 File Number: LUA08-120, ECF, SA -A Project Manager: Gerald Wasser, Associate Planner Project Summary: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of a three story (42-foot tall) commercial office building, a second floor bridge which would connect the existing 49,538 square foot bank/corporate facility to the new building and the remodel of approximately 1,000 square feet of the existing bank/corporate facility on a 38,865 square foot site.. The proposed 21,000 square foot building would operate as a new loan center. The 6,366 square foot existing loan center facility and 11 surface parking stalls would be demolished to accommodate the new construction. The subject property is located in the Center Downtown (CD) zoning designation and Urban Overlay District A. Forty-four structured (within the existing bank/corporate facility) and 13 surface parking stalls are to remain. Access to the site would be from Wells Avenue South, Williams Avenue South, and South 2nd Street. The project site is located in a seismic hazard area and approximately 350 cubic yards of earth movement is proposed. Project Location: 201 & 207 Wells Avenue South Exist, Bldg. Area SF_' 6,366 sf to be Proposed New Bldg. Area (footprint): 7,296 sf demolished Proposed New Bldg. Area (gross): Approximately 21,000 sf Site Area: 38,865 sf Total Building Area GSF: 73,023 sf STAFF Staff Recommends that the Environmental Review Committee issue a RECOMMENDATION. Determination of Non -Significance - Mitigated (DNS-M). A � SITE S 2nd St , E3 l 13_ '�� •i . it �.•.-�.1 � • �' + Ir CCC`•� f Project Location Map ERC Report LUA08-120 City of Renton Department of 0 inity & Economic Development -ironmental Review Committee Report FIRST SAVINGS LOAN CENTER LUA08-120, ECF, SA -A Report of December 1, 2008 Page 2 of 6 PART ONE: PROJECT DESCRIPTION 1 BACKGROUND The property has been designated as Urban Center -- Downtown (UC-D) in the Comprehensive Plan. The UC-D is expected to redevelop as a destination shopping area providing neighborhood, citywide, and sub -regional services and mixed -use residential development. Projects in the UC-D area are expected to incorporate mixed - uses including retail, office, residential, and service uses that support transit and further the synergism of public and private sector activities. The UC-D is implemented by the Center Downtown (CD) Zone. The intent of the CD zone is to provide high -density residential and mixed -use commercial centers serving a regional market as well as adjacent residences. In addition, the site is located in the Urban Center Design Overlay District. The 38,865 square foot site is composed of three contiguous parcels located between Wells Avenue South and Williams Avenue South along South 2"d Street. Parcel A is located at the southwest corner of Williams Avenue South and South 2`d Street comprising 16,750 square feet. Parcel A contains an existing bank facility and corporate offices, pedestrian plaza and underground parking for 44 cars. The parking garage is accessed from Williams Avenue South, Parcel B is located at the southeast corner of Wells Avenue South and South 2"d Street and is 16,800 square feet in area. This parcel contains the current Loan Center office facility with drive -up teller and customer parking. The surface parking lot contains 13 parking spaces and is accessed from Wells Avenue South and South 2nd Street. Parcel C is 2,914 square feet in area and is located immediately south of Parcel B on Wells Avenue South. This parcel encompasses an 11-stall surface parking lot and a 24-foot wide dedicated City right-of-way. The proposed project would include demolishing the existing Loan Center facility and the 11-stall surface parking lot immediately south of it and constructing a new Loan Center. The new building footprint would be similar to the current building, but would be expanded to cover the area of the demolished surface parking lot. The existing 24-foot wide right-of-way to the south, which has a 7-foot wide landscape strip and driveway, would remain. The drive would be reduced to 17-feet to preserve the landscape strip. Additionally, the applicant is proposing the construction of a bridge that would connect the existing bank/corporate facility to the new loan Center building at the second floor level. This would involve minor facade changes to bank/corporate facility at the bridge connection. To facilitate the bridge connection approximately 1,000 square feet on the second floor of the Bank/Corporate building near the bridge would be done. This remodel would be submitted under a separate permit. The total impervious surface area would be 35,753 square feet or 91.99 percent of the site. All pervious area of the project site would be landscaped. The site is primarily flat and is within a seismic hazard area. Proposed earth movement would be approximately 350 cubic yards. PART TWO: ENVIRONMENTAL REVIEW In compliance with RCW 43.21C.240, the following environmental (SEPA) review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. A. Environmental Threshold Recommendation Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials: Issue a DNS-M with a 14-day Appeal Period. ERC Report LUA08-120 City of Renton Department of Cc inity & Economic Development 4ronmental Review Committee Report FIRST SAVINGS LOAN CENTER LUA08-120, ECF, SA -A Report of December 1, 2008 Page 3 of 6 B. Mitigation Measures I. The applicant shall be required to comply with the recommendations of the Geotechnical Engineering Study prepared by Geotech Consultants, Inc., dated October 10, 2008. 2. Erosion control shall be installed and maintained during construction in accordance with the State Department of ecology Erosion Control Requirements as delineated in the 2005 Stormwater Management Manual. 3. Work shall immediately cease and the Washington State Department of Archaeology and Historic Preservation shall be contacted should any archaeological artifacts be discovered during earthwork activities. 4. A Transportation Mitigation Fee shall be assessed at $75.00 per average weekday peak hour trips generated from the project. The fee (estimated to be $8,775.00) shall be paid prior to issuance of building permits. 5. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $0.52 per square foot of new commercial space. The fee is estimated to be $7,609.68. C. Exhibits Exhibit 1 Neighborhood Detail Map Exhibit 2 Site Plan Exhibit 3 Landscape and Parking Analysis Plan Exhibit 4 Grading and Generalized Utility Plan Exhibit 5 Topographic Map Exhibit 6 Loan Center— East and West Elevations Exhibit 7 Loan Center — North and South Elevations Exhibit 8 Zoning Map D. Environmental Impacts The Proposal was circulated and reviewed by various City Departments and Divisions to determine whether the applicant has adequately identified and addressed environmental impacts anticipated to occur In conjunction with the proposed development. Staff reviewers have identified that the proposal is likely to have the following probable impacts: 1. Earth Impacts: A Geotechnical Engineering Study, prepared by Geotech Consultants, dated October 10, 2008, was submitted with the project application. The site is situated within a Seismic Hazard Area. The geotechnical report indicates that the site is underlain by medium -dense loose sand and gravel at a depth of 15 to 20 feet. Loose soils are compressible under the anticipated building loads. The report recommends that deep foundations extending into the medium -dense gravelly sand/sandy gravel be utilized for all new building loads. The report states that the use of auger cast piers for the new deep foundations is the most appropriate foundation method. Such piers can be installed with minimal vibration in loose soils and /or high groundwater conditions. Further, the geotechnical report discusses the effects of excavation on adjacent/adjoining structures. Adjacent structures are likely supported on conventional foundations that bear on compressible soils. According to the report, it is likely that they have undergone excessive settlement. Therefore, the report recommends that it is imperative that unshored excavations do not extend below an inclination of 1.5:1 (horizontal: vertical). The geotechnical report recommends that contractors working on demolition and ERC Report LUA08-120 City of Renton Department of Ce unity & Economic Development 4ronmental Review Committee Report FIRST SAVINGS LOAN CENTER LUA08-120, ECF, SA -A Report of December 1, 2008 Page 4 of 6 construction must be cautioned to avoid strong ground vibrations, which could cause settlement in the neighboring foundations. Proposed earth movement on the site would be approximately 350 cubic yards. Recommendations are made in the geotechnical report for shoring and other construction techniques to ensure that both the project and its neighboring structures are protected from the effects of excavation. These techniques include measures to reduce strong ground vibrations during demolition and construction, controlling water seepage and waterproofing. In summary, the geotechnical engineering study provides recommendations for foundations, drainage, erosion control, and retaining walls. Due to the potential for impacts which could occur during construction, staff recommends that compliance with the recommendations of the geotechnical engineering study submitted with the project application be required as a mitigation measure. Mitigation Measures: 1. The applicant shall comply with the recommendations of the Geotechnical Engineering Study prepared by Geotech Consultants, Inc., dated October 10, 2008. 2. Erosion control shall be installed and maintained during construction in accordance with the State Department of Ecology Erosion and Sediment Control Requirements as delineated in the 2005 Stormwater Management Manual. Nexus: SEPA Environmental Regulations, Department of Ecology Stormwater Management Manual 2, Historic and Cultural Preservation Impacts: The proposed project is located in an area with high probability for archaeological sites. While the site has previously been disturbed by development, there remains a potential for subsurface archaeological deposits. In the event that archaeological artifacts are encountered during construction, staff recommends a mitigation measure requiring that work shall immediately cease and the Washington State Department of Archaeology and Historic Preservation shall be contacted should any archaeological artifacts be discovered during earthwork activities. Mitigation Measures: 1. Work shall immediately cease and the Washington State Department of Archaeology and Historic Preservation shall be contacted should any archaeological artifacts be discovered during earthwork activities. Nexus: SEPA Regulations 3. Transportation Impacts: The project would be accessed from South 2"d Street, Williams Avenue South and Wells Avenue South. There are no proposed changes to the existing site access. The site currently consists of two buildings with a retail bank and corporate bank offices totaling 38,900 square feet. The proposed project would expand the office space on -site by 14,634 square feet to a total of 53,534 square feet. It is expected that the project would generate 117 new average daily trips. It is anticipated that the proposed project would result in adverse impacts to the City's street system. Therefore, staff recommends that a mitigation measure requiring the payment of a Traffic Mitigation Fee. This fee would be $75.00 for each new daily trip attributed to the development. The fee is estimated to be $8,775.00 (117 daily trips x $75.00 = $8,775.00) which would be payable prior to the issuance of building permits. Mitigation Measures: 1, A Transportation Mitigation Fee shall be assessed at $75 per average weekday peak hour trips generated from the project. The fee (estimated at $8,775.00) shall be paid prior to issuance of building permits. ERC Report LUA08-120 City of Renton Department of C nity & Economic Development ironmental Review Committee Report FIRST SA VINGS LOAN CENTER L UA08-120, EC1, SA -A Report of December 1, 2008 Page 5 of 6 Nexus: SEPA, Transportation Mitigation Fee Ordinance No. 3100. 4. Fire & Police Impacts: The proposal would add 14,634 square of commercial space and would potentially impact Fire and Emergency Services. Staff recommends a mitigation measure requiring the applicant to pay a Fire Mitigation Fee of $0.52 per square foot of new commercial space. This fee is estimated to be $7,609.68 (14,634 square feet x $0.52 = $7,609.68) which would be payable prior to the issuance of building permits. Mitigation Measures: 1. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $0.52 per square foot of new commercial space. The fce is estimated to be $7,609.68. Nexus: SEPA Environmental Regulations; Fire Mitigation Fee Resolution No. 2913, Ordinance 4527, E. Comments of Reviewing Departments The proposal has been circulated to City Department and Division Reviewers. Where applicable, their comments have been incorporated into the text of this report and/or "Advisory Notes to Applicant." J Copies of all Review Comments are contained in the Official File and may be attached to this report. Environmental Determination Appeal Process: Appeals of the environmental determination must be filed in writing on or before 5:00 PM, December 22, 2008. Renton Municipal Code Section 4-8-110.13 governs appeals to the Hearing Examiner. Appeals must be filed in writing at the City Clerk's office along with a $75.00 application fee. Additional information regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall - 7th Floor, 1055 S. Grady Way, Renton WA 98057. ADVISORY NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process for the land use actions. Water 1. City Code requires a System Development Charge (SDC) for all new and re -development. The fee for re -development is based on the difference in size of the water meter currently (or previously) providing domestic water service, and the meter size necessary to provide water to the redeveloped site. Additional fire hydrants are required by the Fire Department. The hydrants must be connected to the existing 12-inch water main. 3. Any existing sub -standard fire hydrants will be required to be upgraded and/or retrofitted with a quick disconnect Storz fitting. 4. 1f a fire sprinkler system is required, a separate utility permit and separate plans will be required for the installation of the double detector check valve assembly. 5. The new domestic water meter will be required to have an above ground Reduced Pressure Baekflow Assembly installed in an above ground hot box. Sewer 1. City Code requires a System Development Charge (SDC) for any new development. This fee is based on the size of the domestic water meter necessary to serve this site. And again, as with the water SDC fee, the re -development credit for the site may offset any required SDC fee. ERC Report LUA08-120 City of Renton Department of Cc snity & Economic Development ironmental Review Committee Report FIRST SAVINGS LOAN CENTER LUA08-120, ECF, SA -A Report of December 1, 2008 Page 6 of 6 Storm 1, Surface Water System Development Charge (SDC) is required for this site. This fee is based on new impervious surface added to the site. 2. A storm and surface water drainage plan and report (per the 1990 King County Surface Water Manual; see the seven Core requirements) has been provided required. The Technical Information Report analysis submitted with this application has covered all of the Core requirements. Streets/Transportation A Traffic Mitigation Fee of $75.00 per Average Daily Trip shall be assessed. The alley along the west side of the property will be required to be paved to the full width and length of the property. 3. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. If three or more poles are required to be moved to accommodate the development design, all existing overhead utilities shall be placed underground. Utility Plan Review Conditions 1. Temporary Erosion Control measures shall be installed and maintained in accordance with the Department of Ecology Standards and staff review. 2. A Traffic Mitigation Fee of $75.00 per Average Daily Trip shall be assessed. According to the Traffic Study submitted with this application, the project will generate 117 additional daily trips. Therefore the fee will total $8,775. This fee is payable at time of building permit. Fire & Emergency Services 1. Fire Flow: The revised fire flow calculation for this 21,369 square foot, 3-story, type IIB building, plus 180 square foot sky bridge shall require 2,500 gallons per minute for 3 hours. 2. Alleys: The alley to the south of the new structure shall be posted as "No Parking —Fire Lane" on both sides of the alley, per City of Renton Fire Lane Ordinance. 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The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not intended for use as a survey product. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County_ LQ King County Date: 9/29/2008 Source: King County NAP --Property Information (http:tlwww.metrokc.gov/GIS/iMAP) e NO ASYM NOIN3d 6 t N3J-N3n NVO-1 ! j MN ?INb'8 SE)N1Ab'S 1S?llA � � � E � EXHIBIT 2 z zz Cc a C= uj a WLL ul O 5 Cif: 7 LU 0 z zz c m Qo Lu LL O ui W6 a a W O NO- wm N01NTd IdBINaZ) NVO-1 MN NNVS S!DNIAVS 1S J EXHIBIT 3 i o �{ z 4 i' a 0 406 5 y3y Q� 8 pp $ 9 4 z rri� NUJ uj Ct Ca LU U_ P+ uj o U1 LLJ5 W 1 'YM '1YO1x3N - 831N30 NV07 ; s MN NNV9 SONIA VS 1SH& WNdO SVNMns lswd EXHIBIT 4 l NV7d A1171111 O3Z77VY3N39 MY 9HHIY89 l, IN � .�� C7 zz co �° LLJ IZ LU na fr CD uJiL oLu w � 1= cr W 0 M0.1 M 7rOIX3N re o 'qua YN d9 SONIA VS 1 �SHI=f 1 �8 S�H��S lsa,� I EXHIBIT 5 1 Wl3At!!75 QlHdVLI'.IQdQl 7V1H3W37ddl75 0 10 g11;�� . � F�� Raegg 9a� �� Ij2 g � i�„ - ■a' d� � � * R 1 � Y � dr fl- � � i !� I� � a 2 � . e a�= 8� :75R:4�E555�sAl g o�o� .30 30� ik3 Et -e .7 Ya me oR ®R oe.m� -0t .G xiY[ aY a.eg1eE F : 1 14. .'11 VK iA 3 a S ! I ! I ! I 9 9 .... . -- DEVELOPMENT PLANNING C" OF RENTON OCT 1 6 2008 RECEIVED i z 0 J 3 >w U o v� C J �, a ' T i 3i i TJ - i 2 i -q kLEVATIONS A201 -- ---- ----11 - STREET (NORTH) ELEVATION Al c DEVELOPMENT PLANNING CITY OF RENTOKI OCT 1 6 2008 RECEIVED I z V) � E z Lu U �T ........... .......... mm 'immoms lam 1-43 I= Mill limilimt PRELIMINARY - NOT FOR CONSTRUCTION A202 E4 - 08 T23,N R5E W 1/2 M..R,1P -1 _i. yi. lL.._..a CA CA IL iJL hl 41, SE EXHIBIT S 1(d R-SO -1 _i. -1 -1 R- R- IL CA CA cR ..,...... ... ..� .. _..... N M.. St z UP Ni... ` R-8 R-S R4 R-$ R-8 -- .... R-B R-8 R e m a CN CN' Rom., CA "CA m o Rom€ R R 8 z z _ j.R-6R-lE R-B —_ CN .-.,.., gg R B. R.8 z c L R� CA z `„� ........ .. _. � ... R-8RB NBraoksst R 6- �a h _ R-& N7ndsr C RM-U CA r CA s uwn st SThin Si y �P .,.... CF LEA RM L) - ..... _ o" t=1 c CA ... ... ... RNl-U W.. CP CDC MA F-+ G� W Slnd 51 c C6R � _- d N .Q parfine:ti CD CD f CC GD 00 CQ qjloc �._ - n� - a Cn .....--...... CP n �� Min A�e- K 5� ca ca CD ... .... arJ...- .' D RB S 4L� si r secy;� � R.. Cb CD- Cb. .... .... _ .. CD .RN- RM _.T RM_ TIM- RM- RM ..... t0 - .. U I U _ 5 5th St 5 RNi:.M R-t0 RMU.. - _...... ....... S Gth S: Rltmu - CD y - RM:L Ca _. .. N R 1C Nn Ct f, CA S Ah 31 ......... .. CA. R-8 R=8 .R-8 R-8 , G4 - 20 T23N ROE W 1/2 F4 +, ~} �4+ ZONING � '® '4', °eet 17 T23N ROE W 1/2 PW TECHn[CALSERViCEB • � U-,1[. 1.4.800 5317 nNNO DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT 7 M E M O R A N D U M DATE: November 17, 2008 TO: Jerry Wasser, Planner FROM: Mike Dotson, Utility Plan Reviewer SUBJECT: First Savings Loan Center LUA 08-120 We have reviewed the subject Environmental and Development application. The following are comments related to the environmental impacts, policy, and other code - related comments: EXISTING CONDITIONS: WATER There is an existing 12-inch water main on Wells Ave S. and an existing S-inch water main on South 2n6 Street. The modeled fire flow available from the 12-inch waterline; is over 5000 gpm. The proposed project is locatcd within the 196-water pressurc zone. The site is outside the AquiferProtect 1on Area. SEWER ',"he property is currently served by an 8" public sewer line. STORM Surface water conveyance facilities currently are available to serve this site. STREETS The site is surrounded by partially improved alley and fully improved roadway with curb, gutter, sidewalk and street lighting. CODE RELATED COMMENTS: WATER 1. City Code requires a Svsteni Development Charge (SDC) for all new and re- development. The fee for re -development is based on the difference in size of the water meter currently (or previously) providing domestic water service, and the mcter size necessary to provide water to the redeveloped site. MD 08-0l ;.doc Page 2 cif 2 2. Additional fire hydrants are required by the Fire Department. The hydrants must be connected to the existing 12-inch water main. 3. Aiiy existing sub -standard fire hydrants will be required to be upgraded and/or retrofitted with a quick disconnect Storz fitting. 4. 1 Fa fire sprinkler system is required, a separate utility permit and separate plans will be required for the installation of the double detector check valve assembly. The new domestic water meter will be required to have an above ground Reduced Pressure Backflow Assembly installed in an above ground hot box. SEWER City Code requires a System Devetopment Charge (SDC) for any new development. This fee is based on the size of the domestic water meter necessary to serve this site. And again, as with the water SDC fee, the re -development credit for the site may offset any required SDC fee. STORM 1. Surface water System Developmcrit Charge (SDC) is required for this site. This fee is based on new impervious surface added to the site. 2. A storm and surface water drainage plan and report (per the 1990 King County Surface Water Manual; see the seven Core requirements) has been provided required. The Technical Information Report analysis submitted with this application has covered all of the Core requirements. STRFETS/TRANSPORTATION 1. A Traffic Mitigation Fee of$75.00 per Average Daily Trip shall be assessed. 2. The alley along the west side of the property will be required to be paved to the full width and length of the property. 3. Alt wire utilities shall be installed underground per the City of Renton Utidergrounding Ordinance. If three or more poles are required to be moved to accommodate the development design, all existing overhead utilities shall be pLced underground. CONDITIONS Temporary Erosion Control measures shall be installed and maintained in accordance with the Department of Ecology Standards and staff review. 2. A Traffic Mitigation Fee of $75.00 per Average Daily Trip shall be assessed. According to the Traffic Study submitted with this application, the project will generate 117 additional daily trips. Therefore the fee will total $8,775. This fee is payable at time of building permit. M n 08-017_(W City of Renton Department of Community & Economic Development ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Plan .'Roytei ,- COMMENTS DUE: NOVEMBER 14, 2008 APPLICATION NO: LUA08-120, ECF, SA -A DATE CIRCULATED: OCTOBER 31, 200$ r"Ivor ��vur; RFCF11l�� APPLICANT: First Savings Loan Center PLANNER: Jer Wasser PROJECT TITLE: First Savings Loan Center PLAN REVIEWER: Mike Dotson'"" a' SITF AREA: 38,865 square feet EXISTING BLDG AREA (gross): 38,900 s uar@WWIrNG DIVE I LOCATION: 201 Wells Avenue S PROPOSED BLDG AREA(gross) 53,534 square feet WORK ORDER NO: 77976 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of a three story (42-foot tall) commercial office building.. a second floor bridge which would connect the existing 49,538 square foot bank1corporate facility to the new building and the remodel of approximately 1,000 square feet of the existing bank/corporate facility on a 38,865 square foot site.. The proposed 23,485 square foot building would operate as a new loan center. The 6,366 square foot existing loan center facility would be demolished to accommodate the new construction. The subject property is located in the Center Downtown (CD) zoning designation and Urban Overlay District A. 44 structured (within the existing bankicorporate facility) and 13 surface parking stalls are to remain. Access to the site would be from Wells Avenue South, Williams Avenue South, and South 2nd Street. A. ENVIRONMENTAL IMPACT (e-g. Non -Code) COMMENTS Element of the Environment Probable Minor Impacts Probable Major Impacts More information Necessary Earth Air Water Plants Land/Shoreline Use Animals Environmental i-lealih Energy/ Nalurai Resources B. POLICY -RELATED COMMENTS C. CODE -RELATED COMMENTS Element of the Environment Probable Minor impacts Probable Major Impacts More Information Necessary Housing Aesthetics Li ht/Gfare Recreation Utilities Transportation Public Services Historic/Cultural Preservation Airport Environment 10,000 Feet 14, 000 Feet We have reviewed this apptica particular attention t0 those areas in which we have expertise and have identified areas of probable impact or areas where additional inf ation is n eded to properly assess this proposal. Signature of Director or ftTiorized Representative Date AIA Project Name:' 7 Project Address: Contact Person: Permit Number: ice__. ...-. • Project Description: i r»tii', L,4 Land Use Type: ❑ Residential ❑ Retail Non -retail Calculation: !) -1 A Transportation Mitigation Fee: Calculated by: Date of Payment: Method of Calculation: ❑ ITE Trip Generation Manual, 7"' Edition ❑ Traffic Study -E,10therc:Y�., v £ 4 City of Renton Department of Community & Economic Development ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: iC liy` COMMENTS DUE: NOVEMBER 14, 2008 APPLICATION NO: LUA08-120, ECF, SA -A DATE CIRCULATED: OCTOBER 31, 2008 APPLICANT: First Savings Loan Center PLANNER: JerryWasser PROJECT TITLE: First Savings Loan Center PLAN REVIEWER: Mike Dotson r SITE AREA: 38,865 square feet 'r EXISTING BLDG AREA (gross): 38,900 s u r feet LOCATION: 201 Wells Avenue S PROPOSED BLDG AREA (gross) 53,534 square feet WORK ORDER NO: 77976 BUILDINU DMSION SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of a three story (42-foot tall) commercial office building, a second floor bridge which would connect the existing 49,538 square foot bankicorporate facility to the new building and the remodel of approximately 1,000 square feet of the existing banklcorporate facility on a 38,865 square foot site.. The proposed 23,485 square foot building would operate as a new loan center. The 6,366 square foot existing loan center facility would be demolished to accommodate the new construction. The subject property is located in the Center Downtown (CD) zoning designation and Urban Overlay District A. 44 structured (within the existing bank/corporate facility) and 13 surface parking stalls are to remain. Access to the site would be from Wells Avenue South, Williams Avenue South, and South 2nd Street. A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS Element of the Environment Probable Minor Impacts Probable Major Impacts More Information Necessary Faith Air Water Plants Land/Shorellne Use Animals Eavironmentai Health != nerdy/ Natural Resources B_ POLICY -RELATED COMMENTS C. CODE -RELATED COMMENTS Element of the Environment Probable Minor Impacts Probable Major Impacts More Information Necessary Housin Aesthetics Li htlGlare Recreation Utf6ties Transportation Public Services Historic/Cultural Preservation Airpoif Environment 10.000 Feet i 4.009 Feet We have reviewed this application with particular attention to those areas ire which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal Signature of Director or Authorized Representative Date City of Renton Departmer+t of Community & Economic Development ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: �'t "� COMMENTS DUE: NOVEMBER 14, 2008 APPLICATION NO: LUA08-120, ECF, SA -A DATE CIRCULATED: OCTOBER 31, 2008 APPLICANT: First Savings Loan Center PLANNER: Jerry Wasser ``II . "f 1` r- F. PROJECT TITLE: First Savings Loan Center PLAN REVIEWER: Mike Dotson SITE AREA: 38,865 square feet EXISTING BLDG AREA (gross): 38,900 s uareyeet LOCATION: 201 Wells Avenue S PROPOSED BLDG AREA(gross) 53,534 s JfWIV , WORK ORDER NO: 77976 SUMMARY OF PROPOSAL: The applicant is requesting Lnvironmental (SEPA) Review and Administrative Site Plan approval for the construction of a three story (42-foot tali) commercial office building, a second floor bridge which would connect the existing 49,538 square foot bank/corporate facility to the new building and the remodel of approximately 1,000 square feet of the existing bank/corporate facility on a 38,865 square foot site.. The proposod 23,485 square foot building would operate as a new loan center. The 6,366 square foot existing loan center facility would be demolished to accommodate the new construction. The subject property is located in the Center Downtown (CD) zoning designation and Urban Overlay District A. 44 structured (within the existing bank/corporate facility) and 13 surface parking stalls are to remain. Access to the site would be from Wells Avenue South, Williams Avenue South, and South 2nd Street, A. ENVIRONMENTAL IMPACT (e.g. Nan -Code) COMMENTS Element of the Environment Probable Minor Impacts Probable Major Impacts More Information Necessary Earth Air Water plants Lanni/Shoreline Use Animals Environmental Health Energy/ Natural Resources B. POLICY -RELATED COMMENTS C. CODE -RELATED COMMENTS Element of the Environment Probable Minor Impacts Probable Major Impacts More Information Necessary Housin Aesthetics Li htlGlare Recreation Utilities Transportation Public Services HistoriciCuitural preservation Airport Environment 10 000 Feet 14,000 Feet We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal Signature of Director or Authorized Representative Date City of Renton Department of Community & Economic Development ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Q c(n� c pt. COMMENTS DUE: NOVEMBER 14, 2008 APPLICATION NO: LUA08-120, ECF, SA -A DATE CIRCULATED: OCTOBER 31, 2008 APPLICANT: First Savings Loan Center PLANNER: Jerry Wasser PROJECT TITLE: First Savings Loan Center PLAN REVIEWER: Mike Dotson SITE AREA: 38,865 square feet EXISTING BLDG AREA ross : 38,900 s uare feet LOCATION: 201 Wells Avenue S PROPOSED BLDG AREA(gross 53,534 square feet WORK ORDER NO: 77976 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of a three story (42-foot tall) commercial office building, a second floor bridge which would connect the existing 49,538 square foot bank/corporate facility to the new building and the remodel of approximately 1,000 square feet of the existing banklcorporate facility on a 38,865 square foot site.. The proposed 23,485 square foot building would operate as a new loan center. The 6,366 square foot existing loan center facility would be demolished to accommodate the new construction. The subject property is located in the Center Downtown (CD) zoning designation and Urban Overlay District A. 44 structured (within the existing bank/corporate facility) and 13 surface parking stalls are to remain. Access to the site would be from Wells Avenue South, Williams Avenue South, and South 2nd Street. A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS Element of the Environment Probable Minor impacts Probable Major Impacts More Information Necessary Earth Air Water plants Land/Shoreline Use Aoirnais Environmental Health Energy/ Natural Resources Element of the Environment Probable Minor Impacts Probable Major Impacts More Information Necessary Housin Aesthetics Light/Glare Recreation Utifities Transportation Public Services Hisloric/Culturai Preservation Airport Environment 16,000 Feet 14, 000 Feet B. POLICY-RELA TED COMMENTS Fi j ,rl QUr Dm1gfT V7 MOB C. CODE -RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signatur7ector or Authorized Representative Da City of Renton Department of Community & Economic Development ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: A 102 CST COMMENTS DUE: NOVEMBER 14, 2008 APPLICATION NO: LUA08-120, ECF, SA -A DATE CIRCULATED: OCTOBFR 31, 2008 APPLICANT: First Savings Loan Center PLANNER: Jerry Wasser PROJECT TITLE: First Savings Loan Center PLAN REVIEWER: Mike Dotson SITE AREA: 38,865 square feet EXISTING BLDG AREA (gross): 38,900 s uar f et LOCATION: 201 Wells Avenue S PROPOSED BLDG AREA(gross) 53,534 square feet WORK ORDER NO: 77976 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of a three story (42-foot tall) commercial office building, a second floor bridge which would connect the existing 49,538 square foot bank/corporate facility to the new building and the remodel of approximately 1,000 square feet of the existing banklcorporate facility on a 38,865 square foot site.. The proposed 23,485 square foot building would operate as a new loan center. The 6,366 square foot existing loan center facility would be demolished to accommodate the new construction. The subject property is located in the Center Downtown (CD) zoning designation and Urban Overlay District A. 44 structured (within the existing banklcorporate facility) and 13 surface parking stalls are to remain. Access to the site would be from Wells Avenue South, Williams Avenue South, and South 2nd Street. A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS Element of the Environment Probable Minor Impacts Probable Major impacts More Information Necessary Earth Air Water Plants Land/Shorekne Use Animals Environmental Health Energy/ Natural Resources B. POLICY -RELATED COMMENTS Element of the Environment Probable Minor Impacts Probable Major Impacts More Information Necessary Housin Aesthetics Li ht/Glare Recreation utifilios Trams oration Public Services Historic/Cultural Preservation Airport Environment 10,000 Feet 14,000 Feet C. CODE -RELATED COMMENTS A,- 7` We have reviewed this! application with areas where adktional information is ne Signature of ar attention to those areas in which we have expertise and have identified areas of probable impact or properly assess this proposal. �i ve Date y FIRE DEPARTMENT +'i + M E M 4 R A N D U M DATE: 11/03/08 TO: Mike Dotson. flan Reviewer CC: Jerry Wasser, Planner FROM: Bill Flora, Deputy Chief/Fire Marshal' SUBJECT: LUA08-120, ECF, SA -A First Savings Loan Center Review of current plans and material, previous pre -application material and on site review have disclosed additional Fire Code and Policy related issues and concerns that need to be addressed for approval to be granted. Renton Fire & Emergency Services comments: 1. Fire Flow: The revised fire flow calculation for this 21,369 sq. ft., 3 story, type iIB building + 180 sq. ft, sky bridge shall require 2500 gallons per minute for 3 hours. 2. Alleys: The alley to the south of the new structure shall be posted as "No Parking — Fire Lane" on both sides of the alley, per City of Renton Fire Lane ordinance. 3. Additional Comments: Please feel free to contact the Assistant Fire Marshal if you have any further questions or comments regarding this project. i:lerc%first savings loan center- erc comments.doc REQUIRED FIRE FLOW CALCULATIONS HAZARD IDENTIFICATION INFORMATION NAME: First Savings Loan Center ADDRESS: 201 Wells Ave S U.B.C. CLASS OF BLDG: B FIRE MGMT AREA: 2. DETERMJNK-TYPE OF CONSTRUCTION - CLASS (CIRCLE ONE): Type IIB 3 fl 5 no FIRE R IVE NON-COMBUSTIBLE ORDINARY WOOD FRAME MIXED NOTE: IF "MIXED,"SEE SPECIAL INSTRUCTION FOR AREA AND BASIC FIRE FLOW DETERMINE AREA: GROUND FLOOR AREA: FT2 NUMBER OF STORIES: TOTAL BUILDING AREA: 21369 + 180 = 21549 sq. ft. (A) DETERMINE BASIC FIRE FLOW FROM TABLE #1, USING AREA (A): 3000 GPM (B) DETERMINE OCCUPANCY FACTOR ADJUSTMENT: ADJUSTMENT: -750 GPM (C) IF LOW HAZARD, SUBTRACT UP TO 25% OF (B): IF HIGH HAZARD, ADD UP TO 25% OF (B) COMPUTE SUBTOTAL (B+C): IF B+C IS LESS THAN 500 GPM, INSERT 500 GPM 2250 GPM (D) 7. DETERMINE SPRINKLER ADJUSTMENT: ADJUSTMENT: -1125 GPM (E) IF COMPLETELY SPRINKLERED, SUBTRACT UP TO 50% OF (D); IF LIGHT HAZARD OCCUPANCY AND FIRE -RESISTIVE OR NON-COMBUSTIBLE CONSTRUCTION, SUBTRACT UP TO 75% OF (D). 0 DETERMINE EXPOSURE ADJUSTMENT: USING THE TABLE AS A GUIDE, ENTER THE SEPARATION AND ADJUSTMENT FOR EACH OF THE "FOUR FACES" OF THE BUILDING IN THE TABLE AT THE RIGHT: SEPARATION MAX. ADJUSTMENT 0-10 25% MAX 11-30 20% MAX 31-60 15% MAX 61-100 10% MAX 101-150 5% MAX 150 OR 4-HR WALL 0% MAX OR NON -COMB. WITH SPRINKLERS TOTAL % ADJUSTMENT TIMES (D) EXPOSURE SEPARATION ACT. ADJ. NORTH 120 ADD 5 % EAST 32 ADD 15 % SOUTH 25 ADD 20 % WEST 30 ADD 20 % TOTAL % OF ADJUSTMENT (NOT TO EXCEED 75%) 60 % ADJUSTMENT DETERMINE ROOF AND SIDING COVERING ADJUSTMENT: IF SHINGLE COVERING, ADD 500 GPM ADJUSTMENT: 1350 GPM (F) GPM (G) 10. COMPUTE ESTIMATED FIRE FLOW REQUIRED: IF D+E+F+G IS LESS THAN 500 GPM, INSERT 500 GPM IF D+E+F+G IS GREATER THAN 12,000 GPM, INSERT 12,000 GPM REQUIRED FIRE FLOW (D+E+F+G): 2500 GPM (H) r / 11. SIGNED: �/J DATE: F P B020/04 City of Renton Department of Community & Economic Development ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: + COMMENTS DUE: NOVEMBER 14, 2008 APPLICATION NO: LUA08-120. ECF, SA -A DATE CIRCULATED: OCTOBER 31, 2008 APPLICANT: First Savings Loan Center PLANNER: Jerry Wasser PROJECT TITLE: First Savings Loan Center PLAN REVIEWER: Mike Dotson SITE AREA: 38,865 square feet EXISTING BLDG AREA (gross): 38,900 square feet LOCATION: 201 Wells Avenue S PROPOSED BLDG AREA(gross) 53,534 square feet WORK ORDER NO: 77976 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of a three story (42-foot tall) commercial office building. a second floor bridge which would connect the existing 49,538 square foot bankicorporate facility to the new buildirg and the remodel of approximately 1,000 square feet of the existing bankicorporate facility on a 38,865 square foot site.. The proposed 23,485 square foot building would operate as a new loan center. The 6,366 square foot existing loan center facility would be demolished to accommodate the new construction. The subject property is located in the Center Downtown (CD) zoning designation and Urban Overlay District A. 44 structured (within the existing bankicorporate facility) and 13 surface parking stalls are to remain. Access to the site would be from Wells Avenue South, Williams Avenue South. and South 2nd Street. A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS Element of the Environment Probable Minor impacts probable Major Impacts More Information Necessary Earth Air Water Plants LandlShorehr)e Use Anirnals Environmerrta! Neallh Energy/ Natural Resources B. POLICY -RELATED COMMENTS C. CODE -RELATED COMMENTS r Element of the Environment Probable Minor Impacts Probable Major Impacts More Information Necessary Housing Aesthetics Light/Glare Recreation Utififies Transportation Public Services NistoriclCultural Preservation Airport Environment 10.000 Feet 14.000 Feet We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Representative Date City of Renton Department of Community & Economic Development ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: r�S� COMMENTS DUE: NOVEMBER 14, 2008 APPLICATION NO: LUA08-120, ECF, SA -A DATE CIRCULATED: OCTOBER 31, 2008 APPLICANT: First Savings Loan Center PLANNER: Jerry Wasser PROJECT TITLE: First Savings Loan Center PLAN REVIEWER: Mike Dotson SITE AREA: 38,865 square feet EXISTING BLDG AREA (gross): 38,900 square feet LOCATION: 201 Wells Avenue S PROPOSED BLDG AREA(gross) 53,534 square feet WORK ORDER NO: 77976 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of a three story (42-foot tall) commercial office building, a second floor bridge which would connect the existing 49,538 square foot bankicorporate facility to the new building and the remodel of approximately 1,000 square feet of the existing bankicorporate facility on a 38,865 square foot site.. The proposed 23,485 square foot building would operate as a new loan center. The 6,366 square foot existing loan center facility would be demolished to accommodate the new construction. The subject property is located in the Center Downtown (CD) zoning designation and Urban Overlay District A. 44 structured (within the existing bank/corporate facility) and 13 surface parking stalls are to remain. Access to the site would be from Wells Avenue South, Williams Avenue South, and South 2nd Street. A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS Element of the Environment Probable Mirror Impacts Probable Major Impacts More Information Necessary Earth Air water Plants Land1Shoreline Use Animals Environmental Health Energy/ Natural Resources B. POLICY -RELATED COMMENTS C. CODE -RELATED COMMENTS Element of the Environment Probable Minor Impacts Probable Major Impacts More Information Necessary Housin Aesthetics Li ht/Giare Recreation ulditie.s Transportation Public Services HIS10hClCultural Preservation Airport Environment 10.000 Feet 14.000 Feet We have reviewed this application with particular attention to (hose areas in which we have expertise and have identified areas of probable impact or areas where additional information is nee to properly assess this proposal Signature of Director or Authorized Representative Date V �Y C�rh NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NOWSIGNIFICANCE-MITIGATED (DNS-M) DATE: Coll 31, 200E LAND USE NUMBER: LUA08 120. ECF, SA -A PROJECT NAME: First Savnga Loan Canter PROJECT DESCRIPTION: The applicant is requesting Ervironmental ISFPAI Review ant'. P.omh�s�i:e Site Plan approval for the constnulmr• of a three story 142-foot 1,111 corn meraal office budding. a second ficur to or, would connect the exstrrng 49.538 square foot hankfcorporale facility to ;he rew budding and the remodel of :,, :>n,H en;r;yl. f,000 square feel of the existing banklco,porale facii oo a 38,865 square foot site. 7-,e proposed 23,4ba :-.- bull would operate as a new loan center. The Q:tsFi square foot existing loan :.enter racBdy mutd be ee-ue rsl,e'. n: accommodate the new construction. The subject property is located althe Center Downtown (CU) zoning Jw r;;rst Urban Overlay Dislrict A- 44 slnlctu ed irvithin the exialing bankfoorporate f—Ity) ar,1 13 surlacs parknq remain, Access to the site would be from Wells Avenue South. Williams Avenue South, and South 2nd 31--q PROJECT LOCATION: 201 Wells Avenue 5 OP71ONAL DETERMINATION OF NON -SIGNIFICANCE, MITIGATED 10N5-M}: As the Lead Agercy, thi, C rti c` I;eel.,:. has determined that significant environmental rmpecls are unlikely to result iron We proposed pr j I , - ,- _ pere,dtad under the Ri 43.21 C.110. the City of RemUn is usirg the Oplional i process to gi r Wit.. M is likely to be issued- Comment periods for toe orujeo, anti the proposed Dl are integrated into a qle cn period. There will be no comment period fail J the issuance of the 7hreshuld Determ.nation of Nrn-„cn rc Mitigated i 1,I)- A 14-day appeal period will f il, t1.e iss_arce of the DNS-61 PERMIT APPLICATION DATE, Octote, 16, 2008 NOTICE OF COMPLETE APPLICATION: October 31 201 APPLICANTWROJECT CONTACT PERSON. Meredith Eve rt st, Baylis Architects Tel' isil 454-0566. EmP everistm(g'baylisarchitecs con Permit.1Ra0em Requested: Environmental l8i Review Adm nistrative Site Ple l npp, oval Other Permits which may be required: Demolltion. Building, Construction, and Occupancy Porous Requested Studies: Geotechnical RepoA, 7—finical tnformation Report, and Traffic Shady Location where application may be reviewed: Department of Community 8 Ecor,omrc Devalopment (CED) -- Plannmti, Division, Sixth Floor Renton City Hall. 1055 South Grady Way, Ren!or. VdA 981 PUBLIC HEARING: N!A CONSISTENCY OVERVIEW: 2'aningli Use, The s Ili 11 site is 1:es gnated lfr:rar, Gmle- Downitrvn lUC-D7 RenL:n Comprehensive Lend Llse PAap a-d! Center Downlo'.vn Zoning ktxp ' Environmental Documents that Evaluate the Proposed Project: Env cn..nr,I (SLPAi Checklist Development Regulations Used For Project Mitigalion: The prt:jtlq will be subject to the lily's Si crdnla R%1C s i-1,' F.. .. 1OC' and oiler spit IaOe ci and 1e911aliorn as apor:mhrtc. Proposed Mitigation Measures: The following Mitigatio❑ Mewwes will likely ore imposed., 1� proposed prnlec, These recommended Mitigation Measures address project impacts not covered by existing codes and reptdadons as cited above • The applicant will be requfraci to pay the approj Wo 7ransW aline Miligalion Fee- and The aGpl+canr will be required to pay the opprnAnale FA Mifigarion Fee. Comments on the above application must he submitted in writing to Gerald Wasser, Associate Planner, CED - Planning Division, 1055 South Grady Way. Renton, WA 91, by 5:00 PM on November 14. 2008. If YOU have questions about this proposal, or wish to be made a party of record and receive additional nohficalion by mail, contact the Pi Manager. Anyone who submits written comments w91 automatically becble a payy cf record and wrl be nchf:ed i any decision on this prajecl- CONTACT PERSON: Gerald Wasser, Associate Planner; Tel: )425) 430-7382; Emir gwassei@ci.ren1on.wa.us PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION SITE If yuu would like to be made a party of tereceive fflur ter infonnallon un IJLs proposed proje ur',plele this form and relum to: City of Renton, ClED - Plaonlnq 1 1055 So. Grady INY, Renton, WA 98057. NarnerFile No.: First Savings Luan Ceflter1l20. ECF, SA -A NAME', MAILING ADDRESS TELEPHONE NO CE RTIF ICATION I, ' 'hereby certify that _ copies of the abo e docume . t were posted by me in conspicuous places or nearby tfie escrib ko o ti�Ebt V , � Pit ADATE: C:t9 SIGNED,. ".' ' C,T Auo ATTEST: Subscribed and sworn before me, a Notary Public, in and for the State of Washington residing ixt ' r on the day of ,� , •A U'`yw r ,'.� — NOTARY PUBL C CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 31 st day of October, 2008, 1 deposited in the mails of the United States, a sealed envelope containing Acceptance Letter, NOA, Environmental Checklist, Site Plan PMT documents. This information was sent to: Name Representing Agencies — NOA, Env. Checklist, Site Plan PMT See Attached Meredith Everist — Accpt Ltr Contact First Savings Loan Center --Accpt Ltr, NOA Owner Surrounding Property Owners - NOA only See attached (Signature of Sender): 66ty I' STATE OF WASHINGTON ) `" SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that Stacy Tucker signed this instrument and acknowledged it to be his/her/their free and voluntary act for the nd `��q.�r purposes mentioned in the instrument. Y N N r Dated: 1 aJ3, Notary Public in a or the Sate of as- hint ton Notary (Print):_ si My appointment expires: Project Name: First Savings Loan Center Project Number: LUA08-120, ECF, SA -A template - affidavit of service by mailing AGENCY (DOE) LETTER MAILING (ERC DETERMINATIONS) Dept. of Ecology * WDFW - Larry Fisher* Muckleshoot Indian Tribe Fisheries Dept. Environmental Review Section 1775 12th Ave. NW Suite 201 Attn: Karen Walter or SEPA Reviewer PO Box 47703 Issaquah, WA 98027 39015 — 172"d Avenue SE Olympia, WA 98504-7703 Auburn, WA 98092 WSDOT Northwest Region } Duwamish Tribal Office " Muckleshoot Cultural Resources Program Attn: Ramin Pazooki 4717 W Marginal Way SW Attn! Ms Melissa Calvert King Area Dev. Serv,, MS-240 Seattle, WA 98106-1514 39015 172°d Avenue SE PO Box 330310 Auburn, WA 98092-9763 Seattle, WA 98133-9710 US Army Corp. of Engineers * KC Wastewater Treatment Division * Office of Archaeology & Historic Seattle Distdct Office Environmental Planning Supervisor Preservation* Attn_ SEPA Reviewer Ms. Shirley Marroquin Attn: Stephanie Kramer PO Box C-3755 201 S. Jackson ST, MS KSC-NR-050 PO Box 48343 Seattle, WA 98124 Seattle, WA 98104-3855 Olympia, WA 98504-8343 Boyd Powers * Depart. of Natural Resources PO Box 47015 Olympia, WA 98504-7015 KC Dev. & Environmental Serv. City of Newcastle City of Kent Attn: SEPA Section Attn: Mr. Micheal E. Nicholson Attn: Mr. Fred Satterstrom, AICP 900 Oakesdale Ave. SW Director of Community Development Acting Community Dev. Director Renton, WA 98055-1219 13020 SE 72"d Place 220 Fourth Avenue South Newcastle, WA 98059 Kent, WA 98032-5895 Metro Transit Puget Sound Energy City of Tukwila Senior Environmental Planner Municipal Liaison Manager Steve Lancaster, Responsible Official Gary Kriedt Joe Jainga 6200 Southcenter Blvd, 201 South Jackson Street KSC-TR-0431 PO Box 90868, MS: XRD-01 W Tukwila, WA 98188 Seattle, WA 98104-3856 Bellevue, WA 98009-0868 Seattle Public Utilities State Department of Ecology Real Estate Services NW Regional Office Title Examiner 3190 160«' Avenue SE 700 Fifth Avenue, Suite 4900 Bellevue, WA 98008-5452 PO Box 34018 Seattle, WA 98124-4018 *Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the checklist, Site Plan PMT, and the notice of application. template - affidavit of service by mailing 723150185004 723150192000 723150191002 1998 MILLER FAMILY INVESTME 221 WELLS LLC BAREI PROPERTIES LLC 2315 SW 120TH C/O ALLIED GROUP INC PO BOX 1756 BURIEN WA 98146 221 WELLS AVE S #100 RENTON WA 98057 RENTON WA 98055 723150114509 BIGLEY CHARLES P+MARJIE J T 8718 S 113TH ST SEATTLE WA 98178 723150208590 CUGINI ALEX JR 611 RENTON AVE S RENTON WA 98055 723150117007 DIVELBISS CHARLES L 230 WELLS AVE S RENTON WA 98055 723150182506 FIRST SAVINGS BANK OF RENTON PO SOX 360 RENTON WA 98057 723150113501 FLETCHER MIKE 20925 MAPLE VALLEY RD SE MAPLE VALLEY WA 98038 723150118500 H UGO BOSS LLC 1767 14TH AVE S SEATTLE WA 98144 723150122007 LOUGHEIN & CO 433 SPRAGUE ST EDMONDS WA 98020 723150124508 N& C INVESTMENT L L C 7432 SE 27TH ST MERCER ISLAND WA 98040 723150111000 BRAUNSCHWEIG ROBERT+SHERRY 912S2NDST RENTON WA 98057 723150187000 CUGINI LAND & TIMBER COMPAN PO BOX 359 RENTON WA 98057 723150118005 DIVELBISS CHARLES L 316 SE PIONEER WAY #342 OAK HARBOR WA 98277 723150194006 FIRST SAVINGS BANK OF RENTON 201 WELLS AVE S RENTON WA 98055 723150115506 GARRICK THOMAS E & J LATAIN 216 WELLS AVS S RENTON WA 98055 723150109004 JKH PROPERTY MANAGEMENT LLC 22217 255TH AVE SE MAPLE VALLEY WA 98038 723150200506 M & V ENTERPRISES 124 WILLIAMS AVE 5 RENTON WA 98055 723150188008 REBECCAS FOOD ENTERPRISES I 808 S 3RD ST RENTON WA 98055 723150113006 CEDAR RIVER COURT APTS LIMITED PARTNERSHIP 201 27TH AVE SE #A200 PUYALLUP WA 98374 723150190004 DELANCEY ROBERT C & BEVERLY 8464 ISLAND DR S SEATTLE WA 98118 723150193503 FIRST FEDERAL SAVINGS & LOA PO BOX 358 RENTON WA 98055 723150115001 FISHER GREGORY D 16121 182ND AVE SE RENTON WA 98058 723150120001 HNMRENT LLC 210 S WASHINGTON ST SEATTLE WA 98104 723150221007 KAVESH ELLIOT 6526 153RD AVE SE BELLEVUE WA 98006 723150217005 METROPOLITAN PLACE C/O HORIZON REALTY ADVISORS 500 ELLIOTT AVE W #A SEATTLE WA 98119 723150222005 REN FOUR INC 229 WILLIAMS AVE S PO BOX 59 RENTON WA 98057 723150226501 723150184502 723150122502 RITCHIE JOHN G ROSA JAMES D SCHOLTON CORP 10764 SAND POINT WAY NE 2724 BENSON RD 3506 PARK AVE N SEATTLE WA 9B125 RENTON WA 98055 RENTON WA 98055 000720008507 723150197900 723150222500 SMITH SUSAN U S BANK CORPORATE PROPS U S WEST INC 17130 12TH AVE NW 2800 E LAKE ST ATTN: COX KLAUS SHORELINE WA 98177 LAKE0012 6300 S SYRACUSE WAY SUITE 700 MINNEAPOLIS MN 55406 ENGLEWOOD CO 80111 723150202007 WELLS LLC C/O KENNETH KING 3973 E HALF ROUND BAY RD HARRISON ID 83833 NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON -SIGNIFICANCE -MITIGATED (DNS-M) DATE: LAND USE NUMBER: J :T�1�1 X� � ►/tI rTi l � October 31 2008 LUA08-120 ECE, SA -A First Savings Loan Center PROJECT DESCRIPTION: The applicart s requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of a three story (42-foot tall) commercial office building, a second floor bridge which would connect the existing 49.538 square foot baukcorporate facility to the new building and the remodel of approximately 1,000 square feet of the existing banVcorporate faclity on a 38,865 square foot site.. The proposed 23.485 square foot building would operate as a new loan center. The 6.366 square foot existing loan center facility would be demolished to accommodate the new construction, The subject property is located in the Center Downtown (CD) zoning designation and Urban Overlay District A. 44 structured (within the existing hank/corporate facility) and 13 surface parking stalls are to remain. Access to the site would be from Wells Avenue South. Williams Avenue South, and South 2nd Street. PROJECT LOCATION: 201 Wells Avenue S OPTIONAL DETERMINATION OF NON -SIGNIFICANCE, MITIGATED (Dill As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C,I10. the City of Renton is us',ng the Optional Di process to give notice that a DNS- M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period follooi ng the issuance of the Threshold Determination of Non -Significance - Mitigated (DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: Cctohe- 16. 2008 NOTICE OF COMPLETE APPLICATION: October 31 2008 APPLICANTIPROJECT CONTACT PERSON: Meredith Everist, Baylis Architects; Tel: (425) 454-0566; Eml: everistm@baylisarchitects.com PermitslReview Requested: Environmental (SEPA) Review, Administrative Site Plan approval Other Permits which may be required: Demolition. Building, Construction, and Occupancy Permits Requested Studies: Geotechnical Report, Technical Information Report, and Traffic Study Location where application may be reviewed: Department of Community & Economic Development (CED) — Planning Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98057 PUBLIC HEARING: N/A CONSISTENCY OVERVIEW: Zoning/Land Use: The subject site is designated Urban Center Downtown (UC-D) on the City of Renton Comprehensive Land Use Map and Center Downtown (CD) on the City's Zoning Map. Environmental Documents that Evaluate the Proposed Project: Environmental (SEPA) Checklist Development Regulations Used For Project Mitigation: The project wiB be subject to the City's SEPA ordinance, RMC 4-2-120, RMC 4-3- 100 and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: The fol diving rvlitiy,flion Measures will likely be imposed an the proposed project. These recommended Mitigation Measures address project impacts not covered by existin<t codes and reguimions as cited above. The applicant will be required to pay the apor'opri2te T ansportation Mitigation Fee; and The applicant wilf be required to pay the rare Mitigation Fee. Comments on the above application must be submitted in writing to Gerald Wasser, Associate Planner, CEO — Planning Division, 1055 South Grady Way, Renton, WA 98057, by 5:00 PM on November 14, 2008. If you have questions about this proposal, or wish to be made a party ❑f record and receive additional notification by mail. contact the Project Manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision an this project. CONTACT PERSON: Gerald Wasser, Associate Planner; Tel: (425) 430-7382; Emil: gwasser@ci.renton.wa,us PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION �S2ndt flD CO III` 5K SITE It you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, CED — Planning Division, 1055 So. Grady Way, Renton, WA 98057 NamelFiie No.: First Savings Loan CenterlLUA08-120, ECF, SA -A NAME: MAILING ADDRESS: TELEPHONE NO,: Y Denis Law, Mayor October 31, 2008 Meredith Everist Baylis Architects 10801 Main Street # 110 Bellevue, WA 98004 Subject: First Savings Loan Center LUA08-120, ECF, SA -A Dear Ms. Everist: CIT� ' OF RENTON Department of Community and Economic Development Alex Pietsch, Administrator The Planning Division of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. It is tentatively scheduled for consideration by the Environmental Review Committee on November 24, 2008. Prior to that review, you will be notified if any additional information is required to continue processing your application. Please contact me at (425) 430-7382 if you have any questions. Sincerely, x iea4�' -�� Gerald C. Wasser Associate Planner cc: First Savings Loan Center / Owner(s) 1055 South Grady Way - Renton, Washington 98057 STNSpaper contairis.30%post consumer RENTON AHEAD OF THE CURVE City of Renton crT 4�• LAND USE PERMIT MASTER APPLICATION ReCE14EU PROPERTY OWNER(S} NAME: First Savings Loan Center ADDRESS: P.O. Box 360 CITY: Renton, VIA ZIP: 98057 TELEPHONE NUMBER: 425-255-4400 Victor Karpiak APPLICANT (if other than owner) NAME: SAME AS ABOVE COMPANY (if applicable:): ADDRESS: CITY: ZIP: TELEPHONE- NUMBER CONTACT PERSON NAME: Meredith Everist COMPANY (if applicable): Baylis Architects ADDRESS: 10801 Main St., Suite 110 CITY: Bellevue, WA ZIP: 98004 TELEPHONE NUMBER AND E-MAIL ADDRESS: 425-454-0566 everistm@baylisarchitects.com PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: First Savings Loan Center PROJECTIADDRESS(S)/LOCATION AND ZIP CODE: 201 Wells Ave. S. 98055 207 Wells Ave. S. 98055 KING COUNTY ASSESSORS ACCOUNT NUMBER(S): Parcel A: 7231501825..& 7231501830f Parcel B: 723150194OZ 7231501935 ✓ Parcel C: 7231501930 EXISTING L'aND USE(S): Parcel A: Existing Bank Facility Parcel B: Existing Loan Center. Farking & Plaza, Drive -up Banking Canopy Parcel C: Exist. parking and dedicated Right of Way PROPOSED LAND USE(S): Parcel A: Existing Bank Facility Parcel B: New Loan Center Building, Existing Parking Lot & Plaza, Existing Drive -up Canopy Parcel C: New loan Center Building and dedicated Right of Way EXISTING COMPREHENSIVE -PLAN MAP DESIGNATION: Center (Downtown (CD) PROPOSED COMPREHENSIVE PtA.I MAP DESIGNATION (if applicable): NIA (remains the same) EXISTING ZONING: Center Downtown (CD) PROPOSED ZONING (if applicable): NIA (remains the same) SITE AREA (in.. square fee!): 38,865 SF (0.88 acres) —Parcel A & B & C combined — excludes Right of Way south of Parcel C SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE DEDICATED: NIA SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: NIA PROPOSED RESIDENTIAL_ DENSITY iN UNITS PER NET ACRE (if applicable): NIA P:'•2008v08-0551 First Finamial\0I Project Admin1F05 Jurisdettun & C n(ILi Sitc Plan Review Submittal'.FSB_masterapp.doc F )JECT INFORMA NUMBER OF PROPOSED LOTS (if applicable): NIA NUMBER OF NEW DWELLING UNITS (if applicable): NIA 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): Gross SF SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): Gross SF NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): Net SF TION con ued NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): 70 employees total PROJECT VALUE: $7,000,000 IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): NIA ❑ AQUIFER PROTECTION AREA ONE ❑ AQUIFER PROTECTION AREA TWO ❑ FLOOD HAZARD AREA sq. ft. ❑ GEOLOGIC HAZARD sq. ft. ❑ HABITAT CONSERVATION sq. ft. • SHORELINE STREAMS AND LAKES ___ sq. ft. ❑ WETLANDS sq. ft. LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE _Southwest QUARTER OF SECTION 17, TOWNSHIP 23 , RANGE_ 5 ,, IN THE CITY OF RENTON, KING CCUNTY',';NASHINGTON. See Attched Legal Description TYPE OF APPLICATION & FEES List all land use applications being applied for: I 1 . Site Plan Review 3. 2. Enviromental Review 4. I Staff will calculate applicable fees and postage: S AFFIDAVIT OF OWNERSHIP I, (Print Name/s) Victor Karpiak and Roger Elmore , declare that 1 am (please check one) the current owner of the property involved in this application or _ X 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 m all respects true and correct to the best of my knowledge and belief {Signature of ner/RepTentative) (Signature of Owner/Representative) Victor Karpiak & I certify that i know or have satisfactory evidence that Roger Elmore signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary (Prin ., .;�or A�,, ;'� _ ' PtfBt� Wi11S�r`` My appointment expires: 1 / 10 / 2011 P:1204X',pH 05�1 First f nancial'-0l Pmjcct Admin',10>.Riristiction & Ccc is 5i1c flan Review Submitta11F5B_masterapp.doc 2 - PROJECT INFORNIATION (continued) LEGAL DESCRIPTION OF PROPERTY PARCEL A PARCEL IS LOCATED ON THE SOUTHEAST CORNER OF WILLIAMS AVENUE SOUTH AND SOUTH SECOND STREET_ KING COUNTY ASSESSOR'S PARCEL NO. 7231501825 & 7231501830. SECTION SW 17, TOWNSHIP 23, RANGE 5 LOTS 1, 2 AND 3, BLOCK 22, TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 8 FEET THEREOF CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NO 2418126, RECORDS OF KING COUNTY, WASHINGTON; AND EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER KING COUNTY RECORDING NUMBERS 20010918000235. VACATED ALLEY BETWEN PARCELS A & B SECTION SW 17, TOWNSHIP 23, RANGE 5 THE EAST 8 FEET OF LOTS 1, 2 AND 3 AND THE WEST 8 FEET OF LOTS 18,19 AND 29, BLOCK 22, TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN VOLUME 1 OF PLATS, PAGE 135, RECORDS OF KING COUNTY, WASHINGTON_ PARCEL B PARCEL IS LOCATED ON THE SOUTHWEST CORNER OF WELLS AVENUE SOUTH AND SOUTH SECOND STREET. KING CO. ASSESSOR'S PARCEL NO. 7231501935 & 7231501940. (SEE INFORMATION REGARDING LOTS 18, 19, & 20 BELOW.) PARCELC PARCEL IS LOCATED MID -BLOCK ON THE WEST SIDE OF WELLS AVENUE SOUTH. KING CO. ASSESSOR'S PARCEL NO. 7231501930. (SEE INFORMATION REGARDING LOT 17 BELOW_) SECTION SW 17, TOWNSHIP 23, RANGE 5 LOTS 17 AND 18, BLOCK 22, TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY WASHINGTON,- EXCEPT THE WESTERLY 8 FEET THEREOF CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NO 2418132, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 24 FEET OF LOT 17, BLOCK 22, TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF, AS RECORDEFD IN VOLUME 1 OF PLATS, PAGE 135, RECORDS OF KING COUNTY, WASHINGTON; SITUATE IN THE SOUTHWEST QUARTER OF SECTION -17, TOWNSHIP 23 NORTH, RANGE 5 EAST, W M IN THE CITY OF RENTON, KING COUNTY, WASHINGTON RECORDING NUMBER 20040604000383. SECTION SW 17, TOWNSHIP 23, RANGE 5 LOTS 19 AND 20, BLOCK 22, TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY WASHINGTON; EXCEPT THE WESTERLY 8 FEET THEREOF CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NO 2418128, RECORDS OF KING COUNTY, WASHINGTON. 11:`,2OWOX-055 ] First FinancialM Pmaect Admin` [05 JLMT tICHMI & Codc""site Plan Review SubmittalTSIR masterapp.doc PLANNING DIVISION```'` WAIVER OF SUBMITTAL REQUII..-MENTS't "1. FOR LAND USE APPLICATIONS 3Cl. i IV , ,} This requirement may be waived by: � r Aril k- 1 . Property Services Section PROJECT NAME: I" O f�y 2. Public Works Plan Review Section 3. Building Section GATE: 4. Planning Section WWEMPW\DEVSERVTormslPlanninglwaiverofsubmi{talregs.xls 02108 PLANNING DIVISION WAIVEI_ -)F SUBMITTAL REQUIR___JENTS FOR LAND USE APPLICATIONS Rehabilitation Plan 4 Site Plan 2AND 4 :.: Stream or Lake Study, Supplemental 4 ��„.................... Street Profiles 2 r: ,, r:...... Topography Map 3 Tuaffl� Stuet z .: :- Tree Cutting/Land Clearing Plan 4 Utilities Plan, Generalized 2 I��I�iS iMi� at►art.��€r, ��ai�l Wetlands Mitigation Plan, Preliminary 4 dim 1A1 >far ds Re oMe k7"�t 4 Wireless: Applicant Agreement Statement 2 AND 3 Inventory of Existing Sites 2AND 3 Lease Agreement, Draft 2 AND 3 Map of Existing Site Conditions 2AND 3 Map of View Area 2 AND 3 Photoslmulation5 2 AND 3 This requirement may be waived by: r/psT � N� 1. Property Services Section PROJECT NAME: �� y 2. Public Works Plan Review Section r'1 l/ p IOA� 3. Building Section DATE: D -7 4. Planning Section QAWEBIPWIDEVSERVTormslPlanninglwaiverofsubmittalregs.xls '02/08 PREAPPI.ICATION MEM iNG FOR a tiFL�U,�i FIRST SAVINGS BANK OF RENTONovN _,r' 201 WELLS AVE S , ; > CITY OF RENTON Department of Community and Economic Development Current Planning Division PREOS-085 September 04, 2005 Contact Information: Planner Gerald Wasser Phone: 425.430.7382 Public Works Reviewer Mike Dotson Phone: 425.430.7304 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). /y • 0 MEMORANDUM DATE: f 511,OD6 OFF+ELOPMENT C; TY OF RENT04�iC�S AUG 1$2008 RECEIVED TO: Construction Services, Economic Development, Fire Prevention, Plan Review, Project Planner FROM: Neil Watts, Development Services Division Director SUBJECT: New Preliminary Application: Firer s *';>" k- a P`0% � - LOCATION: w-(i(y Ay-G l tk-, PREAPP NO. 4/ ' C; A meeting with the applicant has been scheduled for �(,P f `1 , Thursday, at i 1 00 dAM ❑PM, in one of the 6�h floor conference rooms. If this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM to allow time to prepare for -the 11:00 AM meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. Plan Reviewer assigned is ra,&NJ Please submit your written comments to MYUk%1#11an_rner) at least two (2) days before the meeting. Thank you. H:\Division.s\Develop_ser\Dev & Plan.ing\Template\Preapp2 Revised 1-05 FIRE DEPARTMENT �+) M E M O R A N D U M DATE: 9/2/08 TO: Michael Dotson, Plan Reviewer CC: Jerry Wasser, Planner (}� FROM: David Pargas, Assistant Fire Marshal �+V STAFF CONTACT: David Pargas -- 425-430-7023 SUBJECT: PRE-APP08-085 First Savings Bank of Renton Project Review of the plans and material regarding First Savings Bank of Renton Project has been conducted and completed. Please review the Renton Fire & Emergency Services Fire Code and Fire Policy comments and concerns. The Fire Department Fire Code & Fire Policy comments are as follows: 5'7 1. FIRE FLOW: The preliminary fire flow calculation for this 27,735 square foot, 3 stories, type IIIB building shall require 3,250 gallons per minute for 3 hours. 2. REQUIRED HYDRANTS: The minimum number of required hydrants for a building requiring a fire flow of 3250 gallons per minute shall be 4. All hydrants for this project shall be required to be equipped with a 5 inch Storz fitting. Currently the existing hydrants in this area are not equipped with 5 inch Storz fittings. 3. HYDRANT SPACING: Commercial Spacing — A) Primary hydrant shall be located within 150 feet to the front of the structure. B) All other hydrants shall be located within 300 feet to the front of the structure. C) A hydrant shall be required to be within 50 feet of the Fire Department Connection. D) Hydrant spacing shall also be in accordance with Appendix C, Table C105.1 of the 2006 International Fire Code. E) The current layout of the Fire Hydrants along Wells Avenue is acceptable to Renton Fire & Emergency Services for this project. 4. FIRE APPARATUS ACCESS: The current Fire Apparatus access roadways are within 150 feet of all portions of the building exterior. 5. FIRE SPRINKLER REQUIREMENTS: Fire Sprinklers are applicable to this project. Separate plans and permits are required for the installation of a Fire Sprinkler system. iacity rnernos108 pre app reviewslpre-app08-085 first savings bank project.doc 6. SPRINKLER RISER ROOM ACCESS: The fire sprinkler riser room shall be accessible through a dedicated exterior door. The Sprinkler Riser Room shall be located with heat and lighting. 7. STANDPIPE SYSTEM: A Class III Standpipe with a valve and a single 2 %Z inch fitting located on each floor landing may be required should the building d exceed 3 stories, or where the floor level of the highest story is located above the �•%+'�',0, lowest level of the fire department vehicle access. (j f� $. FIRE ALARM REQUIREMENTS: A total coverage Addressable Fire Alarm system shall be required. Separate plans and permits are required for the installation of a Fire Alarm system. 9. LADDER/AERIAL ACCESS: Buildings exceeding 30 feet in height shall be provided with approved fire access roads capable of accommodating fire department aerial apparatus. Overhead utility and power lines shall not be located within the fire department aerial apparatus access roadway. 10. ELEVATORS: In buildings in where at least one accessible means of egress shall be an elevator complying with Section 1007.4 of the 2006 International Fire Code, It is requested that this elevator have an interior dimension capable of accommodating a standard sized emergency medical services patient stretcher in the laid flat configuration. 11. CONNECTING BRIDGE: The connecting bridge shall be required to be equipped with a fire sprinkler system and fire alarm system. The bridge shall also be a rated enclosure to prevent passage of smoke or flames to either side. 12, FIRE MITIGATION FEES: Fire Mitigation fees shall be $0.52 cents per square foot and shall be paid prior to construction permits being issued. The square footage involved shall include that which is being added on. 13. ADDITIONAL COMMENTS: _Please feel free to contact the Assistant Fire Marshal if you have any further questions or comments regarding the pre - application review comment for this project. i:lcity memosl08 pre app reviews%pre-app08-085 first savings bank project.doc REQUIRED FIRE FLOW CALCULI NS HAZARD IDENTIFICATION INFORMATION NAME: _i fTw �: U_B.C. CLASS OF BLDG:" ADDRESS: y - f �! FIRE MGMT AREA: 2. DETERMINE TYPE OF CONSTRUCTION - CLASS (CJRGL-E- !E): 1-11 IV III V FIRE RESISTIVE NON-COMBUSTIBLE QIRD_ - WOOD FRAME MIXED NOTE. IF "MIXED," SEE SPECIAL INSTRUCTION FOR AREA AND BASIC FIRE FLOW 3_ DETERMINE AREA, GROUND FLOOR AREA: FT2 NUMBER OF STORIES: TOTAL BUILDING AREA: �(A) 4. DETERMINE BASIC FIRE FLOW FROM TABLE #1, USING AREA (A): GPM (B) 5. DETERMINE OCCUPANCY FACTOR ADJUSTMENT: ADJUSTMENT: ' -GPM (C) IF LOW HAZARD, SUBTRACT UP TO 25% OF (B): IF HIGH HAZARD, ADD UP TO 25% OF (B) 6. COMPUTE SUBTOTAL (B+C): � ,;r _ ��- --- -GPM (D) IF B+C IS LESS THAN 500 GPM, INSERT 500 GPM 7. DETERMINE SPRINKLER ADJUSTMENT: ADJUSTMENT: /'c.� GPM (E) IF COMPLETELY SPRINKLERED, SUBTRACT UP TO 50% OF (D); IF LIGHT HAZARD OCCUPANCY AND FIRE -RESISTIVE OR NON-COMBUSTIBLE CONSTRUCTION, SUBTRACT UP TO 75% OF (D). 8. DETERMINE EXPOSURE ADJUSTMENT: USING THE TABLE AS A GUIDE, ENTER THE SEPARATION AND ADJUSTMENT FOR EACH OF THE FOUR FACES"OF THE BUILDING IN THE TABLE AT THE RIGHT: SEPARATION MAX. ADJUSTMENT 0-10 25% MAX 11-30 20% MAX 31-60 15% MAX 61-100 10%n MAX 101-150 5% MAX 150 OR 4-HR WALL 0% MAX OR NON -COMB. WITH SPRINKLERS TOTAL % ADJUSTMENT TIMES (D) EXPOSURE SEPARATION ACT. ADJ. NORTH' ADD , 6— % EAST r `ZAD❑ �QIW_% SOUTH ^` ADD A c % WEST _ ADD AC) % TOTAL % OF ADJUSTMENT (NOT TO EXCEED 75%) % ADJUSTMENT. 1 __, GPM (F) 9. DETERMINE ROOF AND SIDING COVERING ADJUSTMENT: IF SHINGLE COVERING, ADD 500 GPM ADJUSTMENT: T GPM (G) 10. COMPUTE ESTIMATED FIRE FLOW REQUIRED: IF D+E+F+G IS LESS THAN 500 GPM, INSERT 500 GPM IF D+E+F+G IS GREATER THAN 12,000 GPM, INSERT 12,000 GPM REQUIRED FIRE FLOW (D+E+F+G): GPM (H) 11. SIGNED: -PB020104 DATE: CITY OF RENTON Community & Economic Development MEMORANDUM DATE: September 4, 2008 TO: Pre -Application File No. 08-085 FROM: Gerald Wasser, Associate Planner x 7382 SUBJECT: First Savings Bank of Renton 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, Planning Director, 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, plus tax, from the Finance Division on the first floor of City Hall. Development Regulations are also available for review at no charge in the office of the City Clerk on the 7th floor, at Development Services on the 6th floor and at the Renton Library, or at www.rentonwa.gov. Project Proposal: The site is addresses as 201 Wells Avenue South and consists of 3 parcels ("A" 7231501825 & 7231501830; `B" 72315019353 & 7231501940; and "C" 7231501930). The proposal is to accomplish a minor interior remodel and add a bridge connecting the existing bank/corporate facility to the remodeled Loan Center building on the 2nd floor level. Minor facade changes would be required for the existing bank building at the bridge connection only. In addition, the existing Loan Center Building would be remodeled and expanded to the south by 25 feet, and the building height would be increased to 3 stories. An existing surface parking lot adjacent to the drive will be demolished to accommodate the building expansion. Existing landscaping would remain, and the existing 24-foot wide driveway would be reduced to 17 feet in width. Current Use: The property is currently the site of the First Savings Bank of Renton. A major redevelopment of the bank property was completed in 2006. . Comprehensive Plan: The site is within the Urban Center — Downtown (UC-D) Comprehensive Plan designation. The UC-D is expected to redevelop as a destination shopping area providing neighborhood, citywide, and sub -regional services and mixed -use residential development. Projects in the UC-D area expected to incorporate mixed -uses including retail, office, residential, and service uses that support transit and further the synergism of public and private sector activities. Pre08-085 First Savings Bank (CD, commercia]).doc Zoning: The UC-D is implemented by the Center Downtown Zoning (CD). The intent of the CD zone is to provide high -density residential and mixed -use commercial centers serving a regional market as well as adjacent residences. In addition, the site is located within the Urban Design Overlay District (see below). Development Standards: The proposal's compliance with the CD zone development standards and the parking regulations is addressed below: Lot Size, Width and Depth: There are no standards for lot size, width, or depth in the CD zone. Lot Coverage — There is no minimum or maximum lot coverage in the Center Downtown Zone. Setbacks: In the CD Zone there are no minimum front yard setbacks; however, there is a maximum setback of 15 feet for that portion of a building less than 25 feet in height, and no maximum setback for that portion of a building greater than 25 feet in height. In the CD Zone there is no minimum side yard along a street setback. However, there is a maximum setback of 15 feet for that portion of a building less than 25 feet in height, and no maximum for that portion of a building greater than 25 feet in height. There is no rear yard or side yard setback requirement applicable to this proposal. Landsca in — There is no minimum landscaping requirement along street frontages applicable to this project. He^, ight — The CD zone allows a maximum building height of 95 feet. The proposed structure would be increased from 2 to 3-stories,with a maximum height of approximately 41 feet to the parapet and a stair tower that would be approximately 46 feet in height, which is less than the maximum height permitted. Conceptual building elevations were submitted for the pre - application review; detailed descriptions of elements and building materials are required with the site plan review submittal. Screening -- Screening must be provided for all surface -mounted and roof top utility and mechanical equipment. In addition, garbage dumpsters and recyclable areas must be screened pursuant to RMC section 4-4-090.C.7. Approval of the proposed locations of dumpster areas by Rainier Waste Management is recommended prior to the submittal of the formal land use application. The site plan application will need to include elevations and details for the proposed methods of screening. Refuse/Reaclable Areas —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. Calculations must be provided with the application. Access/Parking — According to the project description, 1 I existing surface parking stalls would be eliminated as the result of the expansion of the Loan Center building. Minimum . parking ratios are provided in RMC 4-4-080.F.10 based on the proposed land use. The following parking ratios apply to commercial uses allowed in the CD Zone: • No minimum required; and a maximum of I space per 1,000 square feet of net floor area Pre08.085 First Savings Bank (CD, commercial).doc Calculations demonstrating that the parking requirements would be met on site must be submitted with the application. Off site (on street) parking is not applicable to meeting these requirements. In addition, the City's parking regulations provide specific requirements for accessible parking spaces. Surface parking spaces must comply with the minimum dimensions for standards and compact stalls, with a maximum of 50 percent compact allowed). Design — The site is subject to the Urban Center Overlay District Regulations RMC 4-3- 100. These regulations contain both standards and guidelines that affect site planning and architecture including building and parking siting, design and materials, modulation, common open space, access and parking. Several standards are directly applicable to this project and should he considered thoroughly before a detailed design is finalized. Within the regulations, the intent of each element must be met and clearly demonstrated by the project. The "Minimum Standards" for Design District `A' are required. "Guidelines" for District `A' are suggestions of how the intent may be met, but are not required outright. Sensitive Areas: Based on the City's Critical Areas Maps, the site is located in a Seismic Hazard Area. The seismic hazard is related to potential liquefaction of soils during an earthquake event. A geotechnical analysis for the site is required. The analysis needs to assess soil conditions and detail construction measures to assure building stability. In addition to the geotechnical analysis, if excavation is going to occur for the expansion of the Loan Center building, the applicant may be required to submit an archeological resource survey of the site due to the potential of archeological resources present on site. This report will not be required at the time of formal land use application, however it may be required at a later time based on comments the City receives from the State Office of Archeology and Historic Preservation. In order to complete this report, the applicant will be required to hire a state approved archeologist to conduct the site investigation and prepare a report to the State Office of Archeology and Historic Preservation. Environmental Review: The proposed project would be subject to Environmental (SEPA) Review as the proposal would result in the construction of more than 4,000 square feet of new commercial development, and is therefore, not Categorically Exempt per WAC 197-11-800. Permit Requirements: The proposal would require Administra ive Site Plan approval, and Environmental (SEPA) Review. t .11 e1141 �� s)c 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; and ♦ A Fire Mitigation Fee based on $0.52 per square feet of new development. A handout listing all of the City's Development related fees in attached for your review. cc: Jennifer Henning Pre08-085 First savings Bank (CD, commercial).doc �y O DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ♦ � t M E M O R A N D U M DATE: September 4, 2008 TO: Jerry Wasser, Planner FROM: Mike Dotson, Utility and Transportation Reviewer SUBJECT: Utility and Transportation Comments -First Savings Bank Pre 08-085, 201 `Fells Ave South 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. We 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 1. There is an existing 12-inch water main fronting the site on Wells Ave S. 2. The modeled fire flow available at the site is approximately 5000 gpm. Static Water pressure is approximately 68psi. 3. System Development Charges for Water are due if additional or larger water meters are necessary or required. Fee is based on the size of the water meter (see Development Fees schedule). 4. System development fees are also due for new fire sprinkler service lines. Fees are based on the size of the fire service. 5. There are existing hydrants available to provide coverage for the addition and remodeled building. However, existing sub -standard hydrants will need to be replaced and/or retrofitted with a quick disconnect Storz fittings. 6. A reduced pressure backflow assembly is required on the domestic water meter. SANITARY SEWER •� �/� 1. Sanitary Sewer is currently serving this property. There is an existing 8-inch sewer main located in both Wells Ave S.. 2. The Sanitary Sewer System Development Charge are required if new or larger water meters are installed. The fee is based on the size of the water meter(s) required to serve the site. H:IDivision.sTevelop.serTlan.revlPlan Review CorrespondencelDotson Correspondence\MD 08-012.doc Page 2 of 2 SURFACE WATER 1. This site drains to the South Renton basin; sub -basin to the Black River. STREET and ACCESS 1. Frontage improvements exist along all street frontages. 2. TranoDtAtion Mifi_gatiosre $75 per additional generated trip/day generated. 3. Curb -cut for the alley way access shall be evaluated with the construction plan submittal. A more through evaluation of ADA requirements is necessary. 4. Closing the alley for construction staging may be allowed. However, the closure of a public road requires City Council approval. 5. Use of parking stalls along Wells Ave S during construction may be permitted via a right of way use permit. An application will be provided at the pre application meeting. 6. The existing encroaching landscape is allowed in the public alley. GENERAL COMMENTS 1. Any utility and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 2. If fire -sprinkler systems are necessary, then a separate fire sprinkler permit will be required. 3. If you have any questions please call me at 425-430-7304. HADivision.sTevelop.serOan,rev\Plan Review Correspondence0otson CorrespondenceND 08-012.doc ti PRINGPALS Bran Brand, AIA Ri--hard L. Wagner, AIA Thomcs Frye, Jr, AIA October 10, 2008 City of Renton Development Services Division 1055 South Grady Way Renton, WA 98055 RE: First Savings Bank Northwest — Loan Center Project JOB NO.: 08-0551 Pre--App: Pre-App08-085 Subject; Site Plan Review Project Narrative We are requesting Site flan Review on behalf of our client, First Savings Bank Northwest located on the south side of Second Street South, betwccn Williams Avenue South and Wells Avenue South in the central business district of Renton, Washington. Project Summary First Savings Bank Northwest proposes to demolish their existing Loan Center Facility located on the southeast cc:rner of Wells Avenue South anu South Second Street and construct a new Loan Center Facility that is approximately 21,000 square feet, and three stories high. Descriptions of proposed work are highlighted below. Project Site The 38,865 SF (0.88 acres) project site, zoned Center Downtown (CD), is composed of contiguous parcels of land located between Wells Avenue South and Williams Avenue South, both set along the southern side of South Second Street. For the purposes of this narrative, the parcels have been named in order to clarify the elements of work proposed. In addition, see the attached map exhibit showing adjacent properties located in the CD zone. • Parcel A (16,750 SF — 0.38 acres) is located on the southwest corner of Williams Avenue south and South Second Street. The site contains an existing bank facility and corporate offices, pedestrian plaza, and basement parking accessed from Williams Avenue South (currently in use). 10801 Moir Street 5ellevue, WA 98004 T 425 454 0566 F 425 453 8013 www_haylisorchitects.com City of Renton October 10, 2008 Page 2 • Parcel B (16,800 SF — 0.39 acres) is located on the southeast corner of Wells Avenue South and South Second Street_ The site contains the current Loan Center office facility (currently in use) with drive -up teller and customer parking. The surface parking lot is accessed from both Wells Avenue South and South Second Street. Parcel C (2,914 SF — 0.07 acres) is located immediately south of Parcel B, and contains an asphalt parking lot and 24' wide dedicated City Right of Way (currently in use). • Vacated Alley (2,401 SF — 0.06 acres) is located between Parcels A and B. Adjacent properties are all zoned Center Downtown (CD) also. Project Goals Parcel B and C —New Loan Center Building. The proposed work includes demolishing the existing Loan Center facility and constructing a new Loan Center. The new building footprint would be similar to the current building footprint except that it would expand an additional 24' south to encompass what is currently a parking lot. The existing 24' wide dedicated Right of Way to the south, which has been improved with a 7' wide landscape strip and driveway, would remain. The drive would be reduced to 17' wide in order to preserve the landscape strip. The approximate area of the new Loan Center building will be 21,000 square feet and 3 stories high. We are proposing Type II B construction with an automatic sprinkler system and fire alarm system in conformance with current Building Codes and City of Renton Code. Parcel A — Existing Corporate Center — Minor Interior Remodel and Bridge We are proposing the construction of a new bridge that will connect the existing bank/corporate facility to the new Loan Center building at the 2-1 floor level. This will involve a few changes to the west facade of the bank facility at the bridge connection only. Additionally, the applicant wishes to remodel approx. 1000 sq ft on the 2-d floor of the Bank/Corporate building nearby the bridge addition. This would be submitted for review as a separate interior remodel permit. Existing Land -Use Regulations The property is zoned Center Downtown (CD) located in the central business district of Renton in the Downtown Core Area overlay district, which allows the proposed use outright_ No modification to the zoning is requested as part of this project. City of Renton October 10, 2008 Page 3 There are not wetlands, water bodies or steep slopes on or adjacent to the site_ Several existing deciduous trees on -site «, ill be removed for construction and replaced per the proposed landscape plan. These include: S - Dawyck Beech, approximately 2"-Cal. 2 - Vine Maple, approximately 10' tall. 2 - Columnare Norway Maple, approximately 3"-Cal. Existing Soil Conditions Tan silty fine to medium sand in a loose to very loose condition, interbedded silt and sand both - soft and loose, tan medium dense to dense gral ell} ; medium to course grained sand, and brown, sandy gravel to very gravelly sand with some silt, moist, medium dense. Proposed Off -site Improvements Proposed off -site improvements will include the repair or replacement of sidewalks damaged during construction, a curb cut modification at the driveway south of the proposed building, and installation of new a fire hydrant as required by City of Renton. Estimated Construction Cost A total construction cost of $7,000,000 is estimated for this project. Construction is anticipated to start in spring of 2009. A job shack trailer will be utilized for the duration of the construction. Land Use Permits .Needed The following land use permits will be needed for this project: • Administrative Site Plan Review. • SEPA Environmental Review. If you have any questions regarding this project narrative or application, please to not hesitate to give us a call. Sincerely, BAYLIS ARCHITECTS Meredith Everist AIA Project Manager October 15, 2008 City of Renton Development Services Division 1055 South Grady Way Renton, WA 96055 RE: First Savings Bank N\V Project Job No.: 08-0551 Pre-App.: Pre-App 08-085 �rttiAYL 'Sjkf IS ARCH ITECTEM S — PAtS 7_r__B_ rar.d, AIA rL. Wagner, AIA `homas Frye, Jr, AIA Subject: Urban Center Design Overla.v District Report The subject property is designated as Djswct `,A' on the Urban Center. Design Overlay District T1ap per City of Renton's Comprehensive Plan. The following summarizes our design intent as applicable to Urban Center Design Overlay - District "_1" guidelines. The proposed First Savings Bank N'X` -I,oan Center is a (3) storied structure that comprises one of the two buildings on the site. The exi,tilig hirst Savings Bank Corporate Center at the NW and the proposed building at the SF form an `i,` ,Rape configuration of the building mass with a shared open space in the center. The open area pro isles packing and effective landscape opportunities. The primary entrance to the building is acces cd through an inviting recessed corner entry that opens directly to the sidewalk along Wells A%eiiuc S and creates a pedestrian -oriented space. The direct connection to the sidewalk encourages the lir-cly urban character of the district. The two buildings on the site are connected by pedestrian pathwas.s and landscape elements, The buildings are also connected through their- architectural vocabulary and building articulation resulting in a cohesive appearance which %vas one of the program requirements. The screens for the mechanical equipment at the upper floor are stepped back which helps reduce the apparent bulk of the building and provide a relief from the surrounding roof lines. The existing surface parking lot located in the NY corner shall remain. Also, there is an existing First Savings Bank basement parking which shall remain. The basement parking is accessed by Williams Avenue S and the surface parking is accessed b�_ S 2�d Street & Wells Avenue S_ We propose to keep most of the existing landscape at the surface parking area which will work as a screen and transition between the pedestrian sidewalk and the parking lot. The existing plaza lends 10801 M,aln Street R evUe. WA 98004 T 425 454 0566 F 425 453 8013 www baylisarchitects com City of Renton October 15, 2008 Page 2 itself as an accessible and inviting place for workers and visitors. There is a new landscape strip added to the south of the proposed building separating it from the driveway. To reduce any negative impact of service elements, such as refuse and recycling containers, we propose to locate them on the back of the building accessed by an existing 16'-0" alley_ The enclosure will be made of masonry walls and steel panel gates. The building facade of approximately 75 feet along the street has a perceptible vertical rhythm of masonry walls interspersed with transparency of the store front windows, The horizontal architectural concrete band at the street level as well as the step back in the building mass and change in material at the third floor level help reduce the apparent building height setting a comfortable scale. The recessed corner entry transitions from the rest of the facade by change in material to ground face CMU and a cantilevered glass canopy. The building materials proposed are architectural concrete masonry unit, brick, pre -finished metal panel system, steel and glass and are consistent with the surrounding urban development, These materials provide a high standard of quality and effective maintenance over time. Please feel free to call me at (425) 454-0566 or e-mail everistmCcybaylisarchitects.com if you require further clarification. Sincerely, BAYLIS ARCHITECTS Meredith Everist, AIA Associate Architect Enclosure: Site Plan Review Submittal Package Cc. Victor Karpiak, First Savings Bank Northwest ME/SK:sk BricnvBrond, AIA Richard L. Wagner, AIA Thomas Frye, Jr., AIA October 10, 2008 City of Renton Development Services Division 1055 South Grady Way Renton, WA 98055 RE: First Savings Bank Northivesc — Loan Center Project JOB NO_- 08-0551 Pre-App: Pre-App0S-085 Subject: Traffic Study Narrative The proposed development is located in the northern section of the city block bound by South Second Street to the north, South Third Street to the south, Wells Avenue South to the east and Williams Avenue South to the west. The Site has frontage on all but South 3=a Street. The site consists of two existing buildings with retail bank and corporate bank offices totaling 38,900 square feet. The proposed project includes demolishing one building and constructing a new building in it's place that would expand the office space by 14,634 square feet for a total of 53,534 square feet. There are no proposed changes to the existing site access intersections which include South Second Street, Williams Avenue S, and Wells Avenue South. All of the site access intersections, except at Wells Avenue S, will provide ingress and egress movements. The site access intersection at Wells Avenue S only provides ingress movements with direct access to the bank drive -through lane. A dedicated Right of Way south of the site provides egress for the drive -up banking. The existing land uses include 33,900 SF of corporate office and 5,000 SF of bank. The proposed site will include a total of 48,534 square feet of corporate office and 5,000 square feet of drive-in bank. The total added area is 14,634 SF of corporate office. The calculated peak trip generation is based on ITE Land Use code 714 for corporate headquarters building. 10801 Main Streel Bellevue. WA 98004 T 425 454 0566 F 425 453 8013 www, baylisarchilecls,com City of Renton October 10, 2008 Page 2 Proposed Land Use Area Average Daily trips PM Peak hour Corporate Office New 14,643 SF 117 20 In summary, we estimate the FSBNW Loan Center project could generate 20 new vehicle trips during the peak PM hour. If you have any questions regarding this narrative or if additional information is required, please to not hesitate to give us a call. Sincerely, BAYLIS ARCIIITECTS Meredith Everist AIA Associate Architect Enclosure: - Site Plan Review Submittal Package cc: Victor Karpiak, First Savings Bank Northwest ME/me B�Ia��Brand, AIA Richard L. Wagner, AIA 711amas -rye, Jr., AIA October 4, 2008 City of Renton Development Services Division 1055 South Grady Way Renton, VVA 98053 RE- First Savings Bank North, cst -- Loan Center j 0 B NO.: OS-0551 Pre-. N n: 11're-Apj)08-, 85 Sub'ect: 1110'ect C:onstructiotl Descriptkc)n Construction Phasing First Saving Ban'', Northwest is prf_>pos:n to cie,noli5h their existing Loan Center Facility and construct :i ne•,v Loaii (.enter as a _:ing?c Silr isc prr;ject- Construction Schedule The estimated cc,nstrncticrta sr e u r is as ;r_7.,o.vs: Be -in comtructlon: A'IatCi� {1l)rl _nd constni1 tton: Construction - Hours of Operation Construction operations are proposed fro., i fondav through Saturday, beginning at 7:00 a.m, and concluding at 8:00 p.m. each clay per RMC: 4-4-030.C.3b. Proposed Hauling/Transportation Routes, Hours, and Traffic Control Interstate Highway 405 (1-405) will be ti-le primarn transportation path for vehicles traveling to and from the site. From I-405, most traffic u-ill arrive via South Second Street, and depart by traveling south on Williams revenue South and then cast on South Third Street. Construction traffic is planned to occur during the regular weekday hours of operation. Traffic control will be implemented by using temporary street vacations along Wells Avenue South to bring construction delivery vehicles out of the traffic flow on the street. 10so1 Mcirl street 5ellewe, WA 98004 T 425 454 0566 F 425 Z52 8013 www.boylisarchitc-cts.COM Construction Mitigation Measures The contractor will follow Best Management Practices of the City to mitigate construction impacts as noted below: • Erosion and dust control ■ Noise control • Equipment maintenance ■ Hazardous materials control as required by State of Washington and City of Renton. • Aquifer protectionas required by City of Renton. • Traffic scheduling and partial street closures. • Street and ROW maintenance. • Construction staging If' a cane i .recitured, Coiitncror Neill contact the Ci.y's Airport Manager for review, If you liave any questions regarding this project rarram-e, pleas". do not hesitate tr) g:v`-, us a call. Sincerely' BAYLIS ARCHITECTS It'.leredith Evexist, .CIA Associate cc_ Victor, Karpiak, First Savings Bank Northwest ME/me GEOTECH CONSULTANTS, INC. First Financial Northwest, Inc. P.O. Box 360 Renton, Washington 98057 Attention: Victor Karpiak Subject: Transmittal Letter— Geotechnicai Engineering Study Proposed New Loan Facility Building 207 Wells Avenue South Renton, Washington Dear Mr. Karpiak: y 13256 Northeast 20th Street, Suite 16 Bellevue, Washington 98005 (425) 747-5619 FAX (425) 747-8561 October 10, 2008 JN 08269 We are pleased to present this geotechnical engineering report for the new Loan Facility building in Renton. The scope of our services consisted of drilling one test boring to supplement the previous explorations, and then developing this report to provide recommendations for general earthwork and design criteria for foundations, retaining walls, subsurface drainage, and seismic design criteria. This work was authorized by your acceptance of our proposal, P-7701, dated September 12, 2008. The attached report contains a discussion of the study and our recommendations. Please contact us if there are any questions regarding this report, or for further assistance during the design and construction phases of this project. cc: Baylis Architects — Meredith Everist via email MRM: jyb Respectfully submitted, GEOTECH CONSULTANTS, INC. Marc R. McGinnis, P.E. Principal GEOTECH CONSULTANTS, INC. GEOTECHNICAL ENGINEERING STUDY Proposed New Loan Facility Building 207 Wells Avenue South Renton, Washington This report presents the findings and recommendations of our geotechnical engineering study for the proposed new building in Renton. We were provided with Schematic Plans prepared by Baylis Architects that showed the proposed site development and floor plans. Based on this Information, and our discussions with Meredith Everist of Baylis Architects, we expect that the existing two-story building will be demolished and replaced by a new three-story structure. Additionally, the footprint of the building will be extended southward between 20 and 25 feet. The new southern expansion will also have three floors, and will cover an area of existing on -grade parking stalls. The new building will have a concrete slab floor near the existing grade, similar to the existing building. As a result, the depth of excavation below the existing ground surface will be very limited. We understand that the new building will likely be of metal frame construction with a brick facade. From our discussions with the design team, and review of the 1967 geotechnical report prepared by Neil H. Twelker & Associates, we expect that the existing structure Is supported on deep foundations consisting of driven plies. Some of the existing driven piles may be reused to support the new structure. The previous report recommends an allowable compressive capacity of 25 tons for driven timber piles when driven to a depth of at least 20 feet. If the scope of the project changes from what we have described above, we should be provided with revised plans in order to determine if modifications to the recommendations and conclusions of this report are warranted. SITE CONDITIONS SURFACE The Vicinity Map, Plate 1, illustrates the general location of the site, The existindg Loan Facility building is situated on the south side of a parking lot on the southwest corner of 2" Avenue South and South Wells Street. The current building is a two-story structure with .a brick facade. To the west of the building is an alley, with paved parking and drive area to the south. The property around the existing structure Is essentially fiat. To the west of the existing building, across the alley, Is a larger building for First Financial Northwest. West of the proposed expansion area Is an older, smaller commercial building. Paved parking adjoins the south side of the site, with a two-story commercial building to the south of that. As discussed above, the existing building on the site is apparently supported on driven piles of some type. We observed evidence that the ground surface around the structure has settled over time relative to the pile -supported building. This is most evident along the southern wall of the building, where the asphalt pavement has cracked and settled relative to the grade beam that supports the building wall. r=r%T=r 4 f-r%mm t? -rehira wr First Financial !Northwest, Inc. October 10, 2008 SUBSURFACE JN 08269 Page 2 The site was originally explored in 1967 by drilling two test borings. We supplemented this previous information by .drilling a single boring in the area of the proposed expansion. The approximate locations of the previous and current borings are shown on the attached Site Exploration Plan, Additionally, our firm has provided geotechnical engineering services for many of the new mixed -use and residential buildings in downtown Renton, which has included drilling borings, and observing excavation and foundation installation. The recent boring was drilled on October 3, 2008 using a traller-mounted, hollow -stem auger drill. Samples were taken at 5-foot intervals with a standard penetration sampler. This split -spoon sampler, which has a 2-inch outside diameter, is driven into the soil with a 140-pound hammer falling 30 inches. The number of blows required to advance the sampler a given distance is an indication of the soil density or consistency. A geologist from our staff observed the drilling process, logged the test boring, and obtained representative samples of the soil encountered. The flog of the recent test boring is attached as Plate 3, while the previous exploration results are included as an appendix. Soil Conditions In general, the downtown Renton area is underlain by medium -dense recessional alluvium consisting of very gravelly sand to sandy gravel. This soil has is very coarse -grained, and has been deposited by fast -flowing water. However, a number of old river channels that have scoured away the gravelly soil crisscross the downtown area. These old channels have subsequently been filled in with looser, siltier soils either naturally or by man. It is now difficult to trace the pre-existing river channels, due to the grading and development that have occurred in the downtown area. All three of the borings found the medium -dense sandy gravel/gravelly sand soils. Unfortunately, the uppermost soil encountered in the two previous borings was loose, silty sand that appears to have been more recent sediment that covered over soft, organic silt located on the northern portion of the property. In all of the borings, the native sandy gravel/gravelly sand did not become consistently medium -dense until a depth of 15 to 20 feet below the existing ground surface. The conditions revealed by both the previous and current explorations are consistent with those that have been encountered on nearby sites. Large gravels and cobbles are common in the native coarse -grained soils. No obstructions were revealed by our explorations. However, debris, buried utilities, and old foundation and slab elements are commonly encountered on sites that have had previous development. Groundwater Condlflons Groundwater seepage was observed in the recent boring at a depth of approximately 18.5 feet. One of the previous borings was extended deep enough to reach groundwater seepage, which was found at a depth of approximately 20 feet at the time of that drilling. Groundwater levels can be difficult to accurately measure in test borings, as the auger can tend to seal out groundwater seepage, and the exploration is open for only a short time. First Financial Northwest, Inc. October 10, 2008 JN 08269 Page 3 However, it is our experience that the seepage revealed in the borings reflects the area - wide water table that underlies the downtown Renton area. Our boring was conducted at the and of summer, when groundwater levels would be expected to be near their lowest. It is common for the water table to rise several feet through the winter and spring, depending on the amount and duration of precipitation. The stratification lines on the logs of the borings represent the approximate boundaries between . soil types at the exploration locations. The actual transition between soil types may be gradual, and subsurface conditions can vary between exploration locations. The logs provide specific subsurface information only. at the locations tested. If a transition in soil type occurred between samples in the borings, the depth of the transition was interpreted. The relative densities and moisture .descriptions Indicated on the boring logs are interpretive descriptions based on the conditions observed during drilling. CONCLUSIONS AND RECOMMENDATIONS GENERAL THIS SECTION CONTAINS A SUMMARY OF OUR STUDY AND FINDINGS FOR THE PURPOSES OF A GENERAL OVERVIEW ONLY. MORE SPECIFIC RECOMMENDATIONS AND CONCLUSIONS ARE. CONTAINED IN THE REMAINDER OF THiS REPORT. ANY PARTY RELYING ON THIS REPORT SHOULD READ THE ENTIRE DOCUMENT. The site Is underlain by loose sand and gravel that became medium -dense below a depth of 15 to 20 feet. The looser near -surface soils are compressible, which has caused settlement of surrounding Older buildings that are supported on shallow foundations. Considering the anticipated building loads and the expected use of the building, it is our professional opinion that the use of conventional foundations bearing on the loose soils is not appropriate to support either existing or new construction. This Is confirmed.by the varying amounts of settlement observed in surrounding buildings, pavements, sidewalks, etc., and the fact that the existing building has utilized deep foundations consisting of driven. piles. We recommend that deep foundations extending Into the medium -dense gravelly sand/sandy gravel be utilized for all new building loads. Considering that the slab floor will be used for office space and have high foot traffic, It should be designed as a structural slab to span between the foundations without depending on long-term support from the underlying soils. We have considered different types of deep foundations for support of the planned structure. The building loads need to be carried down to the medium -dense soils found 15 to 20 feet below the ground surface. While driven, large -diameter piling was apparently used to support the existing construction, we now recommend against their use in developed or urban areas. Installation of large -diameter driven piles creates strong ground vibrations that can densify the near -surface loose soils, •potentially causing additional settlement of nearby structures, utilities, pavements and other on -grade elements that bear on the loose, near -surface soils. Small -diameter pipe piles would not develop a sufficient capacity in the clean sand and gravel soils for support of heavy building loads. Deep ground Improvement techniques, such as GeoPiersTm or stone columns can transfer building loads down to the competent soils and would allow the use of a conventional foundation system bearing on the improved ground. However, these systems are usually Installed with large vibratory probes or by compacting aggregate Into drilled holes. This results In ground vibrations that would at (4Fr)TF.r:H MNSULTANTS. INC. First Financial Northwest, Inc. JN 08268 October 10, 2008 Page 4 least be ' perceptible to neighbors, and which could also cause settlement and damage of surrounding on -grade and buried elements. We understand that this potential risk Is being reviewed with specialty contractors. Footings placed on improved ground could be designed for an allowable bearing capacity of 2,500 to 3,000 pounds per square foot (psf). However, as an additional design consideration, we would expect that footings placed on improved ground would settle differentially relative to foundations that may be carried on existing piles. Considering the above considerations, it is our professional opinion that the use of augercast piers for the new deep foundations is the most appropriate. These piers can be installed with minimal vibration in loose soils and/or high groundwater conditions. If necessary, piers could also be Installed inside the footprint of the existing building to support new building loads. It would be important that load -carrying piles or piers be spaced no closer than 3 diameters center -to -center, in order to avoid overlapping bearing zones. All of the newer buildings we have worked on in the downtown area have utilized augercast piers for support. As experienced by the southern parking area, the ground surrounding the new and existing portions of the building will tend to settle relative to the foundations over time.. Where exterior slabs and walkways lead up to doorways they should be reinforced and doweled into the grade beam. This prevents the slab/walkway from settling relative to the door threshold, which would cause a sharp downset (i.e., trip hazard). Maintaining a visual buffer, such as landscaping, around the foundation helps to reduce the visual indications of this differential settlement. The adjacent structures are likely supported on conventional foundations that beacon compressible soils. As a result, it is likely that they have undergone excessive settlement already. There is always some risk associated with demolition and foundation construction near structures such as this. It is imperative that unshored excavations do not extend below a 2:1 (Horizontal:Verbcal) imaginary bearing zone sloping downward from existing footings. Contractors working on the demolition and construction of the building must be cautioned to avoid strong ground vibrations, which could cause additional settlement in the neighboring foundations. During demolition, strong pounding on the ground with the excavator, which is often used to break up debris and concrete, should not occur. Large equipment and vibratory compactors should not be used close to the property fines. These considerations should be discussed with the general, demolition, and earthwork contractors before starting any sitework. They may also have additional suggestions about how to reduce potential ground vibrations. If the structure includes an elevator, it may be necessary to provide special drainage or waterproofing measures for the elevator pit. If no seepage into the elevator pit is acceptable, it will be necessary to provide a footing drain and free draining wall backfill, and the walls should be waterproofed. If the footing drain will be too low to connect to the storm drainage system, then it will likely be necessary to install a pumped sump to discharge the collected water. Alternatively, the elevator pit could be designed to be entirely waterproof; this would include designing the pit structure to resist hydrostatic uplift pressures. The erosion control measures needed during the site development will depend heavily on the weather conditions that are encountered. The existing pavement should be left in place wherever possible during site earthwork and construction of the building, in order to limit the amount of exposed soil. Soil stockpiles should be covered with plastic during wet weather. Any silt -laden water accumulating in the excavation should be prevented from flowing off -site or being improperly discharged to the storm system. First Financial Northwest, inc. JN 08269 October 10, 2008 Page 5 The drainage and/or waterproofing recommendations presented in this report are: Intended only -to prevent active.seepage from flowing through concrete walls or slabs. Even in the absence of active seepage Into and beneath structures, water vapor can migrate through walls, slabs, and floors from the surrounding soil, and can even be transmitted from slabs and foundation walls -due to -the concrete curing process. Excessive water vapor trapped within structures can result In a variety of undesirable conditions, including, but not limited to, moisture problems with flooring systems, excessively moist air within occupied areas, and the growth of molds, fungi, and other biological organisms that may be harmful to the health of the occupants. The designer or architect must consider the potentiai vapor sources and likely occupant uses, and provide sufficient ventilation, either passive or mechanical, to prevent a build up of excessive water vapor within the planned structure. Geotech Consultants, Inc. should be allowed to review the final development plans to verify that the recommendations presented in this report are adequately addressed in the design. Such a plan review would be additional work beyond the current scope of work for this study, and it may Include revisions to our recommendations to accommodate site, development, and geotechnical constraints that become more evident during the review process. We recommend Including this report, in its entirety, In the project contract documents. SEISMIC CONSIDERA77ONS In accordance with Table 1613.5.2 of the 2006 International Building Code (IBC), -the site soil profile within 100 feet of the ground surface is best represented by Soil Profit Type D (Stiff Soil Profile. The augercest foundation piers recommended In this report will be embedded Into medium - dense to dense, non -liquefiable soils, mitigating the potential hazard of excessive foundation. settlement during an earthquake. As liquefaction would only occur In loose, saturated soils, the potential for seismic liquefaction or lateral spreading on this site Is negligible. As noted in the USGS website, the mapped spectral acceleration value for a 0.2 second (Si) and 1.0 second period (S4) equals 1.43g and 0.49g, respectively. AUGERCAST CONCRETE PIERS Augercast piers are installed using continuous €light, hollow -stem auger equipment mounted on a crane. Concrete grout must be pumped continuously through the auger as it is withdrawn. This allows the piers to be installed where caving conditions or significant groundwater are anticipated. We recommend that augercast piers be installed by an experienced contractor who is familiar with the anticipated subsurface conditions. An allowable compressive capacity of 35 tons and 45 tons can be attained by installing a 16-inch- diameter, augarcast concrete pier at least 10 feet and 15 feet, respectively, into medium -dense to dense, native sand and gravel. For 1&inch-diameter piers, an allowable compressive capacity of 45 tons and 55 tons can be assumed for 10 feet and 15 feet of embedment, respectively. For transient loading, such as wind or seismic loads, the allowable pier capacity may be Increased by one-third. We can provide design criteria for different pier diameters and embedment lengths, if greater capacities are required. The minimum center -to -center pier spacing should be three times the pier diameter. Based on our boring Information, we estimate that average pier lengths of about 30 feet will be required to achieve adequate penetration into the bearing soil. GEOTECH CONSULTANTS. INC. First Financial Northwest, Inc. JN 08269 October 10, 2008 Page 6 We estimate that the total settlement of single piers installed as described above will be on the order of one-half inch. Most of this settlement should occur during the construction phase as the dead loads are applied. The remaining post -construction settlement would be realized as- the live loads are applied. We estimate that differential settlements over any portion of the structure should be less than about one -quarter inch. The allowable uplift capacity of a pier can be determined by multiplying an allowable skin.friction of 800 pounds be square foot (psf) by the pier's surface area in the embedment length. We recommend reinforcing each pier its entire length. This typically consists of a rebar cage extending a portion of the pier's length with a full-length center bar. Each pier can be assumed to. have a point of fixity (point of maximum bending moment) at 12 feet below the top of the pier for design of the reinforcing. The loose soil against the piers can be assumed to have a design passive earth resistance of 200 pounds per cubic foot (pcf) acting on two times the pier diameter. Passlve-earth pressures on the grade beams will also provide some lateral resistance. if structural fill is placed against the outside of the grade beams, the design passive earth pressure from the fill can be assumed to be equal to that pressure exerted by an equivalent fluid with a density of 200 pcf. This passive resistance is an ultimate value that does not include a safety factor. PERMANENT FOUNDATION AND RETAINING WALLS No significant retaining walls are expected for this project. However, walls backfilled on only one side should be designed to resist the lateral earth pressures imposed by the soil they retain. The following recommended parameters are for walls that restrain level backfiil: Where: (1) pcf Is pounds per cubic foot, and (11) active and passive earth pressures are computed using the equivalent fluid pressures. * For a restrained wall that cannot deflect at least 0.002 times its height, a uniform lateral pressure equal to 10 psf times the height of the wall should be added to the above active equivalent fluid pressure. The values given above are to be used to design permanent foundation and retaining wails only. The passive pressure given is appropriate for the depth of level structural fill placed in front of a retaining or foundation wall only. The value for passive resistance is an ultimate value and does not include a safety factor. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above values to design the walls. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from comers or bends in the walls. This is intended to reduce the amount of cracking that can occur where a wall is restrained by a corner. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent GEOTECH CONSULTANTS, INC. First Financial Northwest, Inc. October 10, 2008 JN 08269 Page 7 foundations will be exerted on the walls. If these conditions exist, those pressures should be added to the above lateral soli pressures. Where sloping backfill Is desired behind the walls, we will need to be given the wall dimensions and the slope of the backfill in order to provide the appropriate design earth pressures. The surcharge due to traffic loads behind a wall can typically be accounted for by adding a uniform pressure equal to 2 feet multiplied by the above active fluid density. - Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. The wall design criteria assume that the backfill will be well -compacted Im lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand -operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. Retaining Wall Backflll and Water prvofina Backfill placed behind retaining or foundation wails should be coarse, free -draining structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 26 and 70 peroent. If the clean, native sand and gravel is used as backfill, a drainage composite similar to Miradrain 6000 should be placed against the backfilled retaining walls. The drainage composites should be hydraulically connected to the foundation drain system. Free -draining backfill -or gravel should be used for the entire width of the backfill where seepage is encountered. For increased protection, drainage composites should be placed along cut slope faces, and the walls should be backfilled entirely with free -draining soil. The later section entitled Drainage Considerations should also be reviewed for recommendations related to subsurface drainage behind foundation and retaining walls. The purpose of these backfill requirements is to ensure that the design criteria for a retaining wall are not exceeded because of a build-up of hydrostatic pressure behind the wall. The top 12 to 18 inches of the backfill should consist of a compacted, relatively impermeable soil or topsoil, or the surface should be paved. The ground surface must also slope away from backfilled walls to reduce the potential for surface water to percolate into the backfill. The section entitled General Earthwork and Structural Fill contains recommendations regarding the placement and compaction of structural fill behind retaining and foundation walls. The above recommendations are not intended to waterproof below -grade walls, or to prevent the formation of mold, mildew or fungi In interior spaces. Over time, the performance of subsurface drainage systems can degrade, subsurface groundwater flow patterns can change, and utilities can break or develop leaks. Therefore, waterproofing should be provided where future seepage through the walls is not acceptable. This typically Includes limiting cold joints and wall penetrations, and using bentonite panels or membranes on the outside of the walls. There are a variety of different waterproofing materials and systems, which should be installed by an experienced contractor familiar with the anticipated construction and subsurface conditions. Applying a thin coat of asphalt emulsion to the outside face of a wall is not considered waterproofing, and will only help to reduce moisture generated from water vapor or capillary action from seeping through the concrete. As with any project, adequate ventilation of basement and crawl space areas is Important to prevent a build up of water vapor that is commonly transmitted through concrete wails from the surrounding soil, even when seepage is not present. This is ncn-rcnu nn►rer a 7A.Ko rr,v- First Financial Northwest, Inc. October 10, 2008 JN 08269 Page 8 appropriate even when waterproofing is applied to the outside of foundation and retaining walls. We recommend that you contact a specialty consultant -if detailed recommendations or specifications related to waterproofing. design, or minimizing the potential for infestations of mold and mildew are desired. The General, Slabs -On -Grade, and Drainage Considerations sections should be reviewed for additional recommendations related to the control of groundwater and excess water vapor for the anticipated construction. SLAB FLOORS Even where the exposed soils appear dry, water vapor will tend to naturally migrate upward through the soil to the new constructed space above it. All interior slabs -on -grade must be underlain by a capillary break or drainage layer consisting of a minimum 4-inch thickness of gravel or crushed rock that has a fines content (percent passing the No. 200 sieve) of less than 3 percent and a sand content (percent passing the No. 4 sieve) of no more than.10 percent. As noted by the American Concrete Institute (ACI) in the Guides for Concrete Fioor and Slab Structures, proper moisture protection is desirable immediately below any on -grade slab that will be covered by tile, wood, carpet, impermeable floor coverings, or any moisture -sensitive equipment or products. ACI also notes that vapor retarders, such as 6-mil plastic sheeting, are typically used. A vapor retarder Is defined as a material with a permeance of less than 0.3 US perms per square foot (psf) per hour, as determined by ASTM E 96. It is possible that concrete admixtures may meet this specification, although the manufacturers of the admixtures should be consulted. Where plastic sheeting is used under slabs, joints should overlap by at least 6 inches and be sealed with adhesive tape. The sheeting should extend to the foundation walls for maximum vapor protection. If no potential for vapor passage through the slab is desired, a vapor barrier should be used, A vapor bamer, as defined by ACI, is a product with a water transmission rate of 0.00 perms per square foot per hour when tested in accordance with ASTM E 96. Reinforced membranes having sealed overlaps can meet this requirement. We recommend that the contractor, the project materials engineer, and the owner discuss these issues and review recent ACI literature and ASTM E-164.3 for installation guidelines and guidance on the use of the protectionlblotter material. Our opinion is that with impervious surfaces that all means should be undertaken to reduce water vapor transmission. EXCA VATIONS AND SLOPES Excavation slopes should not exceed the limits specified in local, state, and national government safety regulations. Temporary cuts to a depth of about 4 feet may be attempted vertically in unsaturated soll, if there are no indications of slope instability. However, vertical cuts should not be made near property boundaries, or existing utilities and structures. Based upon Washington Administrative Code (WAC) 296, Part N, the soil at the subject site would generally be classified as Type C. Therefore, temporary cut slopes greater than 4 feet in height should not be excavated at an inclination steeper than 1.5:1 (HorizontaLVertical), extending continuously between the top and the bottom of a cut. We have been Involved with previous projects in the vicinity where similar soils would not stand in a steeper 1:1 (H:V) temporary cut. In addition, no unshored cuts should be made within a 2:1 (H:V) inclination of any existing footings. Excavation shoring should be planned for temporary cuts that cannot be made within these limits, or where existing structures and on - grade elements would be endangered by the excavation. r.PnrFr.W r.nhK1 ii TAMTC IMr. First Financial Northwest, Inc. JN 08269 October 10, 2008 Page 9 The above -recommended temporary slope inclination is based on the conditions exposed in our explorations, and on what has been successful at other sites with similar soil conditions. It is possible that variations in soil and groundwater conditions will require modifications to the inclination at which temporary slopes can stand. Temporary cuts are those that will remain. unsupported for a relatively short duration to allow for the construction of foundations, retaining walls, or, utilities. Temporary cut slopes should be protected with plastic sheeting during wet weather. it is also important that surface water be directed away from temporary slope cuts. The cut slopes should also be backfilled or retained as soon as possible to reduce the potential for Instability. Please note that loose soil can cave suddenly and without warning. Excavation, foundation, and utility contractors should be made especially aware of this potential danger. These recommendations may need to be modified if the area near the potential cuts has been disturbed in the past by utility installation, or if settlement -sensitive utilities are located nearby. DRAINAGE CONSIDERATIONS Foundation drains should be used where (1) crawl spaces or basements will be below the structure, (2) a slab is below the outside grade, or (3) the outside grade does not slope downward from the building. Drains should also be placed at the base of all earth -retaining walls. Footing drains should consist of 4-inch, perforated PVC pipe surrounded by at least 6 Inches of 1-inch-minus, washed rock wrapped in a non -woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least 6 inches below the level of a crawl space or the bottom of a floor slab, and it should be sloped slightly for drainage. Plate 4 presents typical considerations for footing drains. All roof and surface water drains must be kept separate from the foundation drain system. If the structure includes an elevator, It may be necessary to provide special drainage or waterproofing measures for the elevator pit. If no seepage into the elevator pit Is acceptable, it will be necessary to provide a footing drain and free -draining wall backfill, and the walls should be waterproofed. If the footing drain will be too low to connect to the storm drainage system, then it will likely be necessary to install a pumped sump to discharge the collected water. Altematively, the elevator pit could be designed to be entirely waterproof, this would include designing the pit structure to resist hydrostatic uplift pressures. Deep groundwater was observed during our field work. We do not expect that•the project will involve excavation extending deep enough to encounter groundwater. If deep excavation Is planned, then extensive dewatering combined with shoring would be needed. Water should not be allowed to stand in any area where foundations, slabs, or pavements are to be constructed. Final site grading in areas adjacent to the building should slope away at least 2 percent, except where the area is paved. Surface drains should be provided where necessary to prevent ponding of water behind foundation or retaining walls. GENERAL EARTHWORK AND STRUCTURAL FILL All building and pavement areas should be stripped of surface vegetation, topsoil, organic soil, and other deleterious material. The stripped or removed materials should not be mixed with any materials to be used as structural fill, but they could be used in nonstructural areas, such as landscape beds. MFnTFCH MNSt11 TANTS. IMr- First Financial Northwest, Inc. JN 08269 October 10, 2008 Page 10 Structural fill is defined as any fill, including utility :backfill, placed under, or close to, a building, behind permanent retaining or foundation walls, or in other.areas where the underlying soil needs to support loads. All structural fill should be placed in horizontal lifts with moisture content at, or near, the optimum moisture content. The optimum moisture content is that moisture content that results in the greatest compacted dry density. The moisture content of fill Is very important and must be closely controlled during the filling and compaction process. The on -site sand and gravel is well suited for reuse as structural fill, while the siltier soils are not. The allowable thickness of the fill lift will depend on the material type selected, the compaction equipment used, and the number of passes made to compact the lift. The loose lift thickness should not exceed 12 inches. As discussed above, strong ground vibrations that can be caused by large compactors, such as vibratory rollers, should be avoided. As a result, it is best to use well - graded structural fill that can be more easily compacted with a limited amount of effort, We recommend testing the. fill as it is placed. If the fill is not sufficiently compacted, it can be recompacted before another lift is placed. This eliminates the need to remove the fill to achieve the required compaction. The following table presents recommended relative compactions for structural fill: Where: Minimum Relative compaction is the ratio, expressed in percentages, of the compacted dry density to the maximum dry density, as determined in accordance with ASTIR Test Designation D 1I557-91 (Modified Proctor). Structural fill that will be placed in wet weather should consist of a coarse, granular soil with a silt or Clay content of no more than 5 percent. The percentage of particles passing the No. 200 sieve should be measured from that portion of soil passing the three -quarter -inch sieve. LIMITATIONS The conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soil and groundwater conditions encountered in the borings are representative of subsurface conditions on the site. if the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites and cannot be fully anticipated by merely taking soil samples in borings. Subsurface conditions can also vary between exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly RFFYTFf"N r`llA1Cl 11 T6 hlTC IA1f: First Financial Northwest, Inc. JN 08269 October 10, 2008 Page 11 constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for- ail projects. This report has been prepared for the exclusive use of First Financial Northwest, and its representatives, for specific application to this project and site. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. Our services also do not include assessing or minimizing the potential for biological hazards, such as mold, bacteria, mildew and fungi in either the existing or proposed site development. ADDITIONAL ER—WCES In addition to reviewing the final plans, Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the general intent of the recommendations presented in this report, and to provide suggestions for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would not include the supervision or direction of the actual work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements, will be the responsibility of the contractor. During the construction phase, we will provide geotechnical observation and testing services when requested by you or your representatives. Please be aware that we can only document site work we actually observe. It is still the responsibility of your contractor or on -site construction team to verify that our recommendations are being followed, whether we are present at the site or not. The scope of our work did not include an environmental assessment, but we can provide this service, if requested. The following plates are attached to complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plate 3 Test Boring Log Plate 4 Typical Footing Drain Detail Appendix Results of Previous Borings r_cnTrrrW e'n1%1Q111 TAArrQ 1W.. First Financial Northwest, Inc. JN 08269 October 10, 2008 Page 12 We appreciate the cpportunity to be of service on this project. if you have any questions; or if we may be of further service, please do not hesitate to contact us. MRM; jyb Respectfully submitted, GEOTECH CONSULTANTS, INC. M, fir. a� cc s`4�Q2YAL ECG I's -WIFIE$ 10 251 p 1i arc R. McGinnis, P.E. Project Manager rcnTcru rrnnici 11 TAKMr' fKirr. (Source: Thomas Brothers GEQTECH CONSULTANTS, INC. AFQV Street Guide and Directory) VICINITY MAP 207 Wells Avenue Southe Renton, Washington Job Ado: Date: Plater W26g Oct- 2Dfl8 Not To Scale C C U LL Legend Q5 B-1 = Recent Boring by Geotech Consultants, Inc. SPA-1 `Previous Boring by Others GEOTECH CONSULTANTS, INC. SITE EXPLORATION PLAN 207 Wells Avenue South Renton, Washington Job ate: I Scale, late: 0826 Sept. 2008 1 Not to Scale 2 20 1 10 2 10 GP 18 3 28 4 •'.._' Y j_' 20 20 I_ 25 40 6 30 35 40 45 BORING 1 Description Inches of asphalt over 4 InChes of crushed rock, Brown, sandy gravel to very gravelly SAND with some slit, moist, medium dense -loose zone -sample Is wet Test boring was terminated at 29 feet during drilling on October 3, 2008. Groundwater seepage was encountered at 18.6 feet during drilling. GEOTECH CONSULTANT'S, INC. BORING LOG 207 Wells Avenue South Renton, Washington Job Date: Logged by: 06269 Oct.2008 MRM Plate: 3 Slope backfill away from foundation. Provide surface drains where necessary. Washed Roc (718" min. size) 6" min. Backfill (See text for requirements) Nonwoven Geotextiie Filter Fabric doa�Ca�Ood oQ °0 qF% Yao °{ Tightline Roof Drain (Do not connect to footing drain) 4" Perforated Hard PVC Pipe (Invert at least 6 inches below slab or crawl space. Slope to drain to appropriate outfall. Place holes downward.) Vapor Retarder or Barrier Free -Draining Gravel (if appropriate) NOTES: (1) In crawl spaces, provide an outlet drain to prevent buildup of water that bypasses the perimeter footing drains. (2) Refer to report text for additional drainage and waterproofing considerations. G•EOTECH CONSULTANTS, INC. TYPICAL FOOTING DRAIN 207 Wells Avenue Southe Renton, Washington o ate: scale: ate: 08269 Oct. 2008 1 Not to Scale 4 Results of Previous Borings 207 Wells Avenue South Renton, Washington GEOTECH CONSULTANTS, INC. a- . i I Propozed 2-'story ,CA =J 1 Y ice. .. ' PA - 2 o _ _ �M q 7W, -/a o sue, 'jory very--. t Qasry's/, fo rncdrum 1' ID f1h a 7AIVD IT off, orgolve den lb ". - - eff; lll�°atJ . B,.,F �, •d.: J � >� i-":. �' ` '-sr .. � IJ/J� fOb:SC /�o ¢ �-' -�.. - - fd CC7tXr3e .,'.t. � �.• '�%�:'"• .0;.^.r�.�_..•�_.,. -�: rA��=� .,•�;' � cq,5e ficr`p�r '�'•'' ::o= '=. - -�• SANO r_//c'%%1.CIZIT-,�E]TSG'.,:�t. *In fa ro G-n-a.T�-71,L:.� eA4'M' ;: ,• ` ' } ~�' So°-7'/ ? -.two" - ��?a'• ' _"�d`3a''1'-z.o'ra1'Tr�az�;r�i�'.`=�- i�-��.R�1�_ �_�'_ , PLANNING DIVISION ENVIRONMENTAL CHECKLIST City of Renton Planning Division „ram 1055 South Grady Way, Renton, WA 98057 t ;t pj t Phone: 425-430-7200 Fax: 425430-7231 PURPOSE OF CHECKLIST: iN The State Environmental Policy Act (SEPA), Chapter 43.21 C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An Environmental Impact Statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NONPROJECT PROPOSALS: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D)_ For nonproject actions (actions involving decisions on policies, plans and programs), the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. PA12008108-0551 First FinanciaWl Project Admin1105 Juristiction & CodelSite Plan Review Submittai\FSB_SEPA_envchlst.doc- 1 - 021N A. BACKGROUND Name of proposed project, if applicable: First Savings Loan Center Name of applicant: First Savings Bank Northwest 3. Address and phone number of applicant and contact person: Applicant: First Savings Bank Northwest P.O. Box 360 Renton, WA 98057 425-255-4400 Attn: Victor Karpiak Contact: Baylis Architects 10801 Main Street Bellevue, WA 98004 Ph: 425-454-0566 Attn: Meredith Everist 4. Date checklist prepared: October 2, 2008 5. Agency requesting checklist: City of Renton, Development Services Division 8. Proposed timing or schedule (including phasing, if applicable): - Site Plan Review, Fall 2008 - Begin construction in Spring 2009 - Construction complete in Spring 2010 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. None 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. There are no known pending approvals or proposals 10. List any governmental approvals or permits that will be needed for your proposal, if known. Site Plan Review Environmental Review Demolition Permit Building permits Occupancy Permit P:12008108-0551 First Financial101 Project Admin1105 Juristiction & Code\Site Plan Review Submittal\FSB_SEPA_envchlst.doc- 2 - 0210E 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. First Savings Bank Northwest is proposing to demolish their existing Loan Center building and replace it with a 21,000 square foot, 3 story facility. The new facility will connect to the existing Bank facility with a second story skybridge. The project site, 38,865 SF (0.88 acres), is composed of contiguous parcels of land located between Wells Avenue South and Williams Avenue South and south of South Second Street. The site is zoned Center Downtown (CD). Many of the existing site elements will remain, including the Drive -up Teller Canopy, and the parking lot and entry plaza on the north side of the site. 12. 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, and section, township, and range if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if 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 First Savings Bank Northwest Loan Center project is located at 207 Wells Avenue South, on the southeast corner of Wells Avenue South and South Second Street, in the central business district of Renton, Washington. Please see the legal description and neighborhood map in the enclosed package. B. ENVIRONMENTAL ELEMENTS EARTH a. General description of the site (circle one); flat, rolling, hilly, steep slopes, mountainous, other Almost Flat (C111/o slope) What is the steepest slope on the site (approximate percent slope?) Steepest slope on the site is approximately 0.6%. C. What general types of soils are found muck)? If you know the classification prime farmland. on the site (for example, clay, sand, gravel, peat, of agricultural soils, specify them and note any An upper unit of tan silty fine to medium sand in a loose to very loose condition, a unit of interbedded silt and sand both members of which are soft and loose, the lowermost unit encountered consists of a tan medium dense to dense gravelly, medium to course grained sand. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. No fill, excavation or mass grading will be required. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. None likely PA2008108-0551 First Financial%D1 Project AdminMS Juristiction & Code\Site Plan Review Submittal\FSB_SEPA_envchlst.doe- 3 - 0210f g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Final site development will have about 90% impervious area, no change from the current impervious area. 2. AIR Proposed measures to reduce or control erosion, or other impacts to the earth, if any, All surface waters will be collected on site, settled and piped to the existing storm piping. We expect to reduce and control erosion using erosion - prevention practices as recommended by the project soils engineer and approved by City of Renton. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, and industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. During construction, emissions to the air would include occasional dust raised during the clearing and demolition and construction process, plus some diesel exhaust fumes from operating earth -moving vehicles and trucks. After the project is completed and in use, emissions to the air would be those associated with general parking uses: exhaust from automobiles entering and leaving the site. b. Are there any off -site sources of emission 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: It will be periodic maintenance of all construction equipment and restriction of long-term idling of engines. Dust emissions will be controlled by watering as required. 3. WATER a. Surface Water: 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. None. 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. Does not apply. 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. Does not apply. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. Does not apply. 5) Does the proposal lie within a 100-year flood plain? if so, note location on the site plan. Does not apply. PA2008108-0551 First Financiall01 Project Admin1105 Juristiction & CodelSite Plan Review Submittal\FSB_SEPA_envchlst.doc- 4 - 0210E 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. Does not apply. b. Ground Water: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No, does not apply. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural, etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. Does not apply. C. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters, If so, describe. Surface water from impervious areas will be collected in piped systems, settled and detained per the City requirements. 2) Could waste material enter ground or surface waters? If so, generally describe. No, Does not apply. Proposed measures to reduce or control surface, ground, and runoff water impacts, any: All exposed open land resulting from grading and construction will be landscaped with appropriate ground cover planting to hold the soil and control any potential surface runoff. 4. PLANTS Check or circle types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other X shrubs grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eel grass, milfoil, other other types of vegetation What kind and amount of vegetation will be removed or altered? Approximately 800 SF of landscape area will be temporarily removed or altered during the construction phase and will be replaced at the end of the project. C. List threatened or endangered species known to be on or near the site. None known. P:12008108-0551 First Financial%01 Project Admin1105 Juristiction & CodelSite Plan Review Submittal%FSB_SEPA_envchlst.doc- 5 - 0210E Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Pervious areas will be landscaped with trees, shrubs, and groundcovers to enhance the site. 5. ANIMALS a. Circle any birds and animals, which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle, songbirds, other songbirds Mammals: deer, bear, elk, beaver, other None Fish: bass, salmon, trout, herring, shellfish, other None List any threatened or endangered species known to be on or near the site_ None known Is the site part of a migration route? If so, explain No. d. Proposed measures to preserve or enhance wildlife, if any: None. 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. Electricity will provide power for lighting. Gas will be used for heating and cooling. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. G. 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: All construction will meet the State Energy Codes. 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. No. 1 } Describe special emergency services that might be required. None known 2} Proposed measures to reduce or control environmental health hazards, if any: The existing building will be tested to determine the presence of asbestos or other toxic materials. Demolition will be per approved State/City regulations for safe handling and disposal of these substances if found. P.W08108-0551 First Financial%01 Project Admin1105 .luristiction & Code\Site Plan Review SubmittaINFSB_SEPA_envchlst.doc- 6 - 0210E 8. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? The noise generated by airplane/jet takeoffs and landings at Renton Airport partially affect this site as does the traffic noise from nearby streets. Z) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short-term noises will be generated from construction equipment and materials delivery trucks. These noises would occur primarily Monday through Saturday, between 7:00 a.m. and 8:00 p.m. On a long -terra basis, only auto noise — entering and exiting — would be generated from the site. 3) Proposed measures to reduce or control noise impacts, if any: During construction, this project will comply with all noise standards established by the City of Renton. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Site Parcels Parcel A: Bank Facility Parcel B: Loan Office Facility, Parking lot, and Plaza Parcel C: Parking lot and drive way Adjacent Parcels Property south of Parcel A — existing tavern. Property south of Parcel C — existing parking lot. b. Has the site been used for agriculture? If so, describe. No C. Describe any structures on the site. Parcel A: Existing Bank Facility and plaza Parcel B: Existing Loan Office Facility, Parking lot, and Plaza Parcel C: Existing Parking lot and driveway d. Will any structures be demolished? If so, what? Yes. The Existing Loan Office Facility will be demolished. e_ What is the current zoning classification of the site? Current Zoning: - Center Downtown (CD) f. What is the current comprehensive plan designation of the site? Current Comprehensive Plan Designation - Center Downtown If applicable, what is the current shoreline master program designation of the site? Does not apply. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No. P:12008108-0551 First Financia1101 Project Admin1105 Juristiction &CodelSite Plan Review Submittal\FSB_SBPA_envchlst.doc- 7 - 0210E Approximately how many people would reside or work in the completed project? Approximately 70 employees. Approximately how many people would the completed project displace? None Proposed measures to avoid or reduce displacement impacts, if any: None. Does not apply Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: It will be in conformance with the comprehensive plan and land use code 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None. Does not apply. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None G. Proposed measures to reduce or control housing impacts, if any: None. Does not apply. 10. AESTHETICS What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed. The proposed structure is 39' high. Exterior materials include brick, concrete masonry units, metal panel system, curtainwall, and storefront systems. b. What views in the immediate vicinity would be altered or obstructed? None C. Proposed measures to reduce or control aesthetic impacts, if any: Appropriate building materials combined with thoughtful design features will result in an aesthetically pleasing architecture. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? During regular business hours on dark days and at night, there will be light from inside the building, low-level landscape lighting, building signage lighting, and headlights from vehicles entering/exiting the site. Could light or glare from the finished project be a safety hazard or interfere with views? No What existing off -site sources of light or glare may affect your proposal? Light from street traffic P:12008108-0551 First Financial101 Project Admin1105 Jurist!ction & Code\Site Plan Review Submittal\FSB_SEPA_envchlst.doc- 8 - 0210E d. Proposed measures to reduce or control light and glare impacts, if any: Parking Lighting is designed to illuminate downwards only and cut off at the property lines. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? Walking, biking, and jogging on downtown streets. Cedar River Park and Jones Park are within a few blocks to the north. Palazzo Renton is located a few blocks to the south. 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: There will be no negative impact on any existing recreational activities. 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. Does not apply. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None. Does not apply. c. Proposed measures to reduce or control impacts, if any: None. Does not apply. 14. TRANSPORTATION Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The site is accessed from South Second Street (north side), Wells Avenue South (east side), and Williams Avenue South (west side). Please see the attached neighborhood map and site plan. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes. The Renton Transit Center (Metro buses) is located one block to the west of the site. There are 15 bus routes that travel to the transit center along South Second Street, connecting to other parts of Renton, Seattle, Bellevue, and the Greater Puget Sound area. How many parking spaces would the completed project have? How many would the project eliminate? The completed project would have 57 parking stalls: Parcel A — 44 stalls in basement. Parcel B —13 stalls of on -site parking lot. Parcel C — All 11 existing stalls will be eliminated. 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? No P:12008108-0551 First Financialldl Project AdrnW105 Juristiction & CodelSite Plan Review Submittal1FS13_SEPA_envchlst.doc- 9 - 0210E e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Not known at this time g. Proposed measures to reduce or control transportation impacts, if any: None 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. Potential increased need for fire protection or police protection due to the increased building area and additional office space provided. b. Proposed measures to reduce or control direct impacts on public services, if any. Security cameras to reduce policing impacts. Building fire sprinkler systems and emergency call monitoring to reduce fire impacts. 16. UTILITIES a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. See underlined items above. 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 {sas: Puget Sound Energy Water: City of Renton Refuse/Recycling: Waste Management "telephone: Qwest Cable: Comcast Sanitary Sewer: City of Renton During construction, there will be a need for temporary electrical service. C. SIGNATURE I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non -significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. Proponent: Name Printed: Meredith Everist, BAYLIS ARCHITECTS Date: P:12008108-0551 First Financia1101 Project Admin1105 Juristiction & Code\Site Plan Review Submittal\FSB_SEPA_envchlst.doc- 10 - 02/01 COMMITMENT FOR TITLE INSURANCE ISSUED BY PACIFIC NORTHWEST TITLE INSURANCE COMPANY, INC., a Washington corporation, herein called the Company, for a valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, 'either at the time of the issuance of this Commitment or by subsequent endorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six months after -the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. Signed under seal for the Company, but this Commitment shall not be valid or binding until it bears an authorized Countersignature" IN WITNESS WHEREOF, Pacific Northwest Title Insurance Company, Inc. has caused its corporate name and seal to be hereunto affixed by its duly authorized officers on the date shown in Schedule A i ,Xvffikl_� PAcIFIc NoRTHWEsT TITLE �XuE iHSp j C&PO rr �t in % SEAL 14 S, • • 't 1925 ��•.••;�yZ 3r: 91 Insurance Company, Inc. CompanPACiF1C f+lCr�; r'IVE i T417LE Sea;Ne, vvasnim=ort City, State American Land Title Association Commitment - 1966 (Rev. 0/78) CONDITIONS AND STIPULATIONS 1. DEFINITIONS (a) "Mortgage" means mortgage, deed of trust or other security instrument. (b) "Public Records" means title records that give constructive notice of matters affecting your title — according to the state statutes where your land is located. 2. LATER DEFECTS The Exceptions in Schedule B may be amended to show any defects, liens or encumbrances that appear for the first time in the public records or are created or attach between the Commitment Date and the date on which all of the Requirements of Schedule B are met. We shall have no liability to you because of this amendment. 3. EXISTING DEFECTS If any defects, liens or encumbrances existing at Commitment Date are not shown in Schedule B, we may amend Schedule B to show them. If we do amend Schedule B to show these defects, liens or encumbrances, we shall be liable to you according to Paragraph 4 below unless you knew of this information and did not tell us about it in writing. 4. LIMITATION OF OUR LIABILITY Our only obligation is to issue to you the Policy referred to in this Commitment, when you have met its Requirements. If we have any liability to you for any loss you incur because of an error in the Commitment, our liability will be limited to your actual loss caused by your relying on this Commitment when you acted in good faith to: Comply with the Requirements shown in Schedule B or Eliminate with our written consent any Exceptions shown in Schedule B. We shall not be liable for more than the Policy Amount shown in Schedule A of this Commitment and our liability is subject to the terms of the Policy form to be issued to you. 5. CLAIMS MUST BE BASED ON THIS COMMITMENT Any claim, whether or not based on negligence, which you may have against us concerning the title to the land must be based on this Commitment and is subject to its terms. All notices required to be given the Company and any statement in writing required to be furnished the Company shall be addressed to the Company at 215 Columbia Street, Seattle, Washington 98104-1511. American Land Title Association Commdment - 1966 iRev 10/82) I PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. 215 Columbia Street Seattle, Washington 98104-1511 Senior Title Officer, LaVonne Bowman (lavonnebowman@p.nwt.com) Title Officer, Gerry Guerin (gerryguerin@pnwt.com) Assistant Title Officer, Daisy Lorenzo (daisylorenzo@pnwt.com) Assistant Title Offices, Charlie Bell (charliebell@pnwt.com) Senior Title Technician., Jeanette Post (jeanettepost@pnwt.com) Unit No. 8 FAX No. (206)34.3-8403 Telephone Number (206)343-1328 Savren Escrow 201 Wells Avenue South Title Order No.: 528142 Renton, WA 98055 Attention: Stephanie THIRD RE13ORT A. L. T. A. COMMITMENT SCIiEDULE A Effective Date: August 10, 2003, at 8:00 a.m. I. Policy(ies) to be issued: ALTA Loan Policy Amount: TO BE AGREED UPON Standard ( } Extended (X) Premium Tax (8.8�) Proposed Insured: APPROPRIATE LENDER 2. The Estate or interest in the land described herein and which is covered by this commitment is fee simple. 3. The estate or interest refer=ed to herein is at Date of Commitment vested in: SAVREN SERVICE CORPORATION, a Washington corporation, as to Lots 1, 2 and 3, and FIRST SAVINGS BANK OF RENTON, a Washington corporation, successor in interest tc FIRST FEDERAL SAVINGS AND LOAN ASSOCIATION OF RENTON, as to Lots 17 through 20, inclusive (NOTE: SEE SPECIAL EXCEPTION NUMBERS 8 AND 9 REGARDING EXECUTION OF THE FORTHCOMING DOCUMENT(S) TO BE INSURED). 4. The land referred to in this commitment is situated in the State of Washington, and described as follows: As on Schedule A, page 2, attached. Order No. 528142 A.L.T.A. COMMITMENT SCHEDULE A Page 2 The land referred to in this commitment is situated in the State of Washington, and described as follows: Lots 1, 2 and 3, Block 22, EXCEPT the east 8 feet thereof, Town of Renton, according to the plat thereof recorded in Volume 1 of Plats, page 135, in King County, Washington; EXCEPT the 8 feet conveyed to the City of Renton by deed recorded under Recording Number 2418126 AND EXCEPT that portion conveyed to the City of Renton by deed recorded under King County Recording Numbers 20010918000235; TOGETHER WITH Lots 17 and 18, Block 22, Town of Renton, according to the plat thereof recorded in Volume 1 of Plats, page 135, in King County, Washington; EXCEPT the westerly 8 feet thereof conveyed to the City of Renton for alley purposes by deed recorded under Recording Number 2418132; TOGETHER WITH Lots 19 and 20, Block 22, Town of Renton, according to the plat thereof recorded in Volume 1 of Plats, page 135, in King County, Washington; EXCEPT the westerly 8 feet thereof conveyed to the City of Renton under Recording Number 2428126. END OF SCHEDULE A NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Lots 1-3, 17-20, Block 22, Town of Renton, Vol. 1, pg. 135 PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. A.I. -T.A COMMITMENT Schedule B Order No. 528142 I. The following are the requirements to be complied with: A. Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly filed for record. B. Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. II. Schedule B of the Policy or Policies to be issued (as set forth in Schedule A) will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: A. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. GENERAL EXCEPTIONS: 1. Rights or claims of parties in possession not shown by the public records. 2. Public or private easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey or inspection of the premises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the workmen's Compensation Act not shcurn by the public records. S. Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 7. Any service, installation, connection, maintenance, capacity, or construction charges for sewer, water, electricity or garbage removal. S. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. 9. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not .limited to, easements or equitable servitudes. C. SPECIAL EXCEPTIONS: As on Schedule B, attached. Order No- 528142 A.L.T.A. COMMITMENT SCHEDULE B Page 2 SPECIAL EXCEPTIONS: NOTE FOR INFORMATION PURPOSES ONLY: EFFECTIVE JANUARY 1, 1997, AND PURSUANT TO AMENDMENT OF WASHINGTON STATE STATUTES RELATING TO STANDARDIZATION OF RECORDED DOCUMENTS, THE FOLLOWING FORMAT AND CONTENT REQUIREMENTS MUST BE MET. FArLURE TO COMPLY MAY RESULT IN REJECTION OF THE DOCUMENT BY THE RECORDER, 1.9 V-14 -lva MARGINS TO BE 3" ON TOP OF FIRST PAGE, 1" ON SIDES AND BOTTOM - 1" ON TOP, SIDES AND BOTTOM OF EACH SUCCEEDING PAGE. RETURN ADDRESS IS ONLY ITEM ALLOWED WITHIN SAID 3" MARGIN. NOTHING WITHIN 1" MARGINS. FONT SIZE OF 8 POINTS OR LARGER AND PAPER SIZE OF NO MORE THAN 8 1/2" BY 14". NO ATTACHMENTS ON PAGES SUCH AS STAPLED OR TAPED NOTARY SEALS; PRESSURE SEALS MUST BE SMUDGED. INFORMATION WHICH MUST APPEAR ON THE FIRST PAGE: RETURN ADDRESS, WHICH MAY APPEAR WITHIN THE UPPER LEFT HAND 3" MARGIN. TITLE OR TITLES OF DOCUMENT. IF ASSIGNMENT OR RECONVEYANCE, REFERENCE TO RECORDING NUMBER OF SUBJECT DEED OF TRUST. NAMES OF GRANTOR(S) AND GRANTEE(S) WITH REFERENCE TO ADDITIONAL NAMES ON FOLLOWING PAGES, IF ANY. ABBREVIATED LEGAL DESCRIPTION (LOT, BLOCK, PLAT NAME, OR SECTION, TOWNSHIP, RANGE AND QUARTER QUARTER SECTION FOR UNPLATTED). ASSESSOR'S TAX PARCEL NUMBER(S). (continued) Order No. S28142 A.L.T.A. COMMITMENT SCHEDULE B Page 3 SPECIAL EXCEPTIONS (continued): 1. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING BUT NOT LIMITED TO, THE F'OLLOWTNG: GRANTEE: Puget Sound Power & Light Company, a Washington corporation PURPOSE: An underground electric transmission and/or distribution system AREA AFFECTED: The west 12 feet of the north 7 feet of Lot 18 RECORDED: September 16, 1971 RECORDING NUMBER: 71091.60437 2. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMMBER 1, IF UNPAID: YEAR: 2003 TAX ACCOUNT NUMBER: 723150-1825-06 LEVY CODE: 2100 AFFECTS: Lots I and 2 CURRENT ASSESSED VALUE: Land: $156,100.00 Tmgrovements: $0.00 AMOUNT BILLED GENERAL TAXES: $1,733,25 SPECIAL DISTRICT: $1.50 $5.00 TOTAL BELLED: $1,739.75 PAID: $869.88 TOTAL DUE: $869.87 3. GENERAL AND SPECIAL TAXES AND C-iARGES: FIRST HALF DELINQUENT MAY 1,, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: 2003 TAX ACCOUNT NUMBER. 723150-1830-09 LEVY CODE: 2100 AFFECTS: Lot 3 CURRENT ASSESSED VALUE: Land: $78,400.00 Improvements: $1,000.00 (continued) GENERAL TAXES: SPECIAL DISTRICT: A.L.T.A. COMMITMENT SCHEDULE B Page 4 AMOUNT BILLED $881,61 $1.50 $5.00 Order No. 528142 TOTAL BILLED; $888.11 PAID: $444.06 TOTAL DUES $444.05 4. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1., IF UNPAID: YEAR: 2003 TAX ACCOUNT NUMBER- 723150-1830-09 LEVY CODE: 2100 AFFECTS: Lot 17 CURRENT ASSESSED VALUE: Land: $78,400.00 Improvements: $1,000.00 AMOUNT BILLED GENERAL TAXES: $881.61 SPECIAL DISTRICT: $1.50 $5.00 TOTAL, BILLRD: $888.11 PAID: $444.06 TOTAL DUE: $444.05 5. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1., IF UNPAID. SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: 2003 TAX ACCOUNT NUMBER: 723150-1935-03 LEVY CODE: 2100 AFFECTS: Lot I8 CURRENT ASSESSED VALUE: Land: $78,400.00 Improvements: $801,800.00 AMOUNT BILLED GENERAL TAXES: $9,773.27 SPECIAL DISTRICT: $1.50 $5.00 TOTAL BILLED: $9,779.77 PAID: $4,889.89 TOTAL DUE: $4,889.88 (continued) Order No. 528142 A.L.T.A. COMMITMENT SCHEDULE B Page 5 6. GENERAL AND SPECIAL TAXES AND CKARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID. SECOND HALF DELINQ[]ENT NOVEMBER 1, IF UNPAID: YEAR: 2003 TAX ACCOUNT NUMBER: 723150-1940-06 LEVY CODE: 2100 AFFECTS: Lots 1.9 and 20 CURRENT ASSESSED VALUE: Land: $156,800.00 Improvements: $527,900.00 GENERAL TAXES: SPECIAL DISTRICT: AMOUNT 3ILLED $7,602.54 $1.50 $5.00 TOTAL BILLED: $7,609.04 PAID: $3,804.52 TOTAL DUE: $3,804.52 7. 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. 6. Evidence of the identity and authority of the officers of Savren Service Corporation, a Washington corporation, to execute the forthcoming instrument must be submitted. 9. Evidence of the identity and authority of the officers of First Savings Bank of Renton, successor in interest to First Federal Savings and moan Association of Renton, a Washington corporation, to execute the forthcoming instrument must be submitted. 10_ We note King County Superior Court Civil Case No. 03-2-25401-1 regarding SSE vs. Wakefield et. al. Said case file is currently unavailable for examination. A supplemental report will follow when the effects of said case un the property herein described can be determined. 11. Until the amount of the policy to be issued is provided to us, and entered on the commitment as the amount of the policy to be issued, it is agreed by every person relying on this commitment that we will not be required to approve any policy amount over $100,000, and our total liability under this commitment shall not exceed that amount. (continued) Order No. 528142 A.L.T.A. COMMITMENT SCHEDULE B Page 6 12. Our inspection of the premises on May 15, 2003 disclosed the following: A) Rights of parties in possession. P) Possible unrecorded lien rights. Upon receipt of a Declaration executed by the Borrower items A and 3, above maybe removed and/or modified depending upon the facts disclosed therein as to Lots 17 and 18_ 13_ Matters relating to ALTA Extended Policy coverage and/or Homeowners Endorsement coverage: The results of our inspection will be furnished by supplemental report. NOTE 1: The records of King County and/or our inspection indicate that the address of the improvement located on said land is: 213 Wells Avenue South Renton, Washington 98055. AFFECTS: Lot 17 NOTE 2: The records of King County and/or our inspection indicate that the address of the improvement located on said land is: 201 wells Avenue South Renton, Washington 98055. AFFECTS: Lot 18 NOTE 3: The records of Icing County and/or our inspection indicate that the address of the improvement located on said land is: 209 Wells Avenue South Renton, Washington 98055. AFFECTS: Lots 19 and 20 NOTE 4: The records of King County and/or our inspection indicate that the address of the improvement located on said land is: 801 North 2nd Street Renton, Washington 98055. AFFECTS: Lots 1 and 2 (continued) Order No. 528142 A.L.T.A. COMMITMENT SCHEDULE B Page 7 NOTE 5: A search of the records has disclosed nothing derogatory against Savren Service Corporation, a Washington corporation, and First Savings Bank of Renton, a Washington corporation, successor in interest to First Federal Savings and Loan Association of Renton. NOTE 6: Upon notification of cancellation, there will be a minimum cancellation fee of $50.00 plus tax of $4.40. END OF SCHEDULE B Title to this property was examined by: Ral h Potts Any inquiries should he directed to one of the title officers set forth in Schedule A. SW/20019716002044 1i..r0rr��i w f iiy � ` I r y i•`� it � � JOiFia.w+....+,R��'t2^�.r'^:ai��,',,..�.^"S��r7i H Bg 75 12A 4-' 115 3 IT 12 SS2 d 13e1 a� ZD ,3 20 , _ 2 7500 5F �IIIP is 2tia41115W ±12W 51940 2 12'So0 -- , 1 i ,i+t1$F50 SF 3 1,.- 530 SF: 2L 250 1 H ~ 5804 56DQ 5F 20 'B30 Q$ - f 4-,?� ; �;o� 4 AIPW SF ate, �;17 i h +-� 1 5,60d- IMF? 55ao r L 6 t 1500 1 11500 SF 40 b is 545 46 1 yr— r i T_ 1b ; i g• Si200 ' , Ewa O ��9 7 �z: 1 Sssoo �,� +� 7 14� 7 ,' 1725Q i 575022� is 8 2 0 12 s 'Z 1 "' 2 222 Ile `~50 125 ' � 411 32 ga r 9 Sik 112 6000 1d 115D0 ,0 1 1 396it ZOQ Rj 1i�finaa t I Sm ` S2a2zi 36D tM 1_ fi5 f20 AV i 120 1 14 o v` PAcjHC NORTHwEsT T= Company of Washington, Inc - Town of Renton Vol. I pg. 1.35 Order NO. IMPORTANT: This is not a Plat of Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance 111=0n- Printed: 10-16-2008 Payment Made: CITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA08-120 10/16/2008 03:20 PM Total Payment: 1,500.00 . CF��N��t� bv ZO N � Boa i��elr \ Receipt Number: Payee: FIRST SAVINGS BANK Current Payment Made to the Following Items: Trans Account Code Description Amount ------------------------------------------------------- ---------------- 5010 000.345.81.00.0007 Environmental Review 500.00 5020 000.345.81.00.0017 Site Plan Approval 1,000.00 Payments made for this receipt Trans Method Description Amount ---------- Payment -------- ---------------------------- Check 126317 --------------- 1,500.00 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 5016 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 IGt11-11IU10111