Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Misc - folder 1 of 3
® King County DDES Dep,artrnent of Development and Environmental Services Building Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 File Number: B03DCOOI Applicant: Karl Best La Fotuma LLC P.O. Box 1790 Snohomish, WA 98291 (425) 238-9831 Notice of Decision Building Permit Project Location: Generally 156 feet south of SE 172nd Street and east of 1271h Ave SE. Project Description: Construction of a 41 unit residential development with associated parking and landscaping. Permits Reguested: Building Permit (B03DCOOl) Department Decision: Issue the permit subject to conditions and corrections contained in permit approved July 11, 2005 SEPA Determination of Non-Significance: May 18,2004 Mailing Date of Notice of Decision: July 11,2005 The Department of Development and Environmental Services (DDES) has made a decision to approve the building permit referenced above. A building permit is a non-appealable administrative decision made by the Director or his or her designee. The SEP A threshold determination is the only portion of the building permit that is appealable to the Hearing Examiner. For the purposes of appealing a decision to Superior Court, this decision is considered final because any associate SEP A appeals have been decided by the Hearing Examiner. Any person wishing additional information on this permit should contact DDES at the address and/or telephone number listed below. NOTE: If you require this material in Braille, audio cassette, or large print, please call 296-7217 (TTY). bnod.dot 7/10/2005 2:54 PM King County DDES Department of Development and Environmental Services, Building Services Division -Permit Service Center 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 (206) 296 -6600 ® King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Applicant:LAFORTUNA TOWN HOMES LLC K.C.F.l'\.O. Application Number:B05F0608 Application Date: 10/06/2005 Permit Conditions The conditions attached to this cover sheet apply to the permit referenced here. All conditions must be complied with by the contractor and verified by a Building Inspector or this permit will become null and void. Location:Temp: 17520 127th Ave SE Permit Type:FIREPERM, HYDRANT Title:TBD Description:WATERMAIN/3 HYDRANTS Valuation: $0.00 Site Address: Reviewed By: Structure: _____________________________ _ Ordinance: ____________________________ _ Other.·_ ------------------------------------------~~~~~~--~I • , Permit Approval Conditions Document Fire Systems Review Tracking Number: B05F0608 THIS PERMIT IS FOR 3 FIRE HYDRANTS AND UNDERGROUND PIPE The following conditions apply to the above referenced pennit: AA03 HIGGINS Any questions regarding the fire review of this plan should be directed to: H. Leo Higgins, Fire Engineer Telephone: (206) 296-6757. ABO! CONDITION INFORMATION 1. CONDITION SHEETS: The listing of permit conditions applied to this permit are requirements for or construction installation. 2. FIELD CHANGES TO APPROVED PLANS: After plans are issued and approved, only minor changes, modifications or field revisions may be made to these plans. THE FIELD INSPECTOR HAS THE LATITUDE OF ALLOWING MINOR CHANGES, BUT NOT MAJOR CHANGES. 3. INSPECTION REQUIRED: A final inspection is required for approval of this permit. To arrange for an inspection call the DDES Voice inspection Line at: 1-888-546-7728. The King County Department of Development and Environmental Services [DDES] has installed an Interactive Voice Response System [IVR]. This system allows customers to schedule inspections 24 hours per day, 7 days per week. The DDES Voice Inspection System Line allows customers to: • Schedule inspections • Cancel inspections • Retrieve inspection results Call: 1-888-5-INSPCT [1-888-546-7728] to access the inspection line. The DDES Voice Inspection Line will prompt you each step of the way. You may perform mnltiple transactions during the call. At the end ofthe call you will be issued a confirmation number. We recommend you keep a record of your confirmation number!s] and associated transaction[s] for future reference. AB02 CONDITIONAL APPROVAL OF PLANS The approval of these plans and issuance of a permit is based on a review of the documents submitted by the applicant and those documents being representative of actual configuration, use, anticipated construction/existing construction and/or installation of equipment and/or devices. Errors or omissions in submitted documents does not constitute approval of any condition relating. to those errors or omissions. APPROVAL OF PLANS DOES NOT CONDONE OR AUTHORIZE ANY VIOLATION OF ANY KING COUNTY CODEJORDINANCEIREGULATION. HF06 Fire Systems Review Approval Conditions Document! Page 1 of6 Last saved by February 18, 1999 • FH09 COORDINATION Coordinate the installation of: FIRE HYDRANTSfW ATERMAIN EXTENSIONS-SPRINKLER SYSTEM SUPPLIES with the local water district. Verify requirements for backflow protection, types of material, depth of bury, etc.with local water district. Any revisions made to these approved plans to satisfy local water district requirements shall be submitted to the CommerciallMulti-family Permit Section, Fire Engineering Unit for review and approval. INSPECTION OF SYSTEM IS REQUIRED. CALL (206)296-6615 FOR AN ON-SITE INSPECTOR. Ref. K.C.C. Title 17 FH18 FIRE HYDRANTS Fire hydrants shall be located as noted on the approved site plan. A. Residential I. 700 feet maximum spacing. 2. Not more than 350 feet from each lot. B. Commercial I. 300 feet maximum spacing. 2. Located no closer than 50 feet to the building, and not further than 150 feet from the building. 3. Buildings in excess of 20,000 square feet (gross ground floor) or requiring a fire flow of 3,000 gallons or more shall have fire hydrants located on all sides. Ref. K.C.C. Title 17 FH24 FIRE HYDRANT STANDARDS Fire hydrants shall meet American Waterworks Association standards and any additional specifications required by the local water purveyor. Ref. K.C.C. Title 17 FIDO FIRE HYDRANT TESTING All hydrants shall be subject to testing by the local fire department and the King County Fire Inspector. The water purveyor shall be notified prior to any such testing. Testing shall be done in cooperation with such purveyors. Any additional requirements associated with discharging water imposed by water purveyor shall be adhered to . Ref. K.C.C. Title 17 FH33 FIRE HYDRANT OUTLETS Fire hydrants shaH have a minimum six (6) inch barrel, shall have a minimum of two 2 112 inch outlets and one 4 inch minimum pumper port. Ref. K.C.C. Title 17 FH36 FIVE (5) INCH STORTZ FITTING All fire hydrants shall have a minimum 6 inch barrel with two 2 1/2 inch outlets and a 4 inch steamer port equipped with a FIVE (5) INCH STORTZ QUICK CONNECT FITTING. FH42 FIRE HYDRANT CONNECTION THREADS All hydrant connections shall have threads compatible with those used by the local fire department. Ref. K.C.C. Title 17 Fire Systems Review Approval Conditions Documentl Page 2 of6 Last saved by February 18, 1999 • FH45 FIRE HYDRANT DRAINS Fire hydrants shall be self-draining and frost-free. Ref. K.C.C. Title 17 FH48 FIRE HYDRANT V ALVES Fire hydrants shall be provided with an auxiliary gate valve, installed to permit the repair and/or replacement of the fire hydrant without disruption of water service. Ref. K.C.C. Title 17 FH57 FIRE HYDRANT OBSTRUCTIONS Hydrants shall not be obstructed by any structure, fence, posts, vehicles, growth, trash vegetation,or other materials or objects. IFC 508.5.4 FH60 BLUE REFLECTIVE HYDRANT MARKERS In accordance with International Fire Code section 510.1 install blue-colored reflective hydrant markers on the finished street surface. Markers shall be located on the hydrant side of the centerline of the street and in direct line with the hydrant. Where hydrants are installed and operational prior to the final hard surfacing of the street, marker installation may be deferred until final surfacing is done. If marker installation is not completed at the time of final inspection of this permit, the fire inspector shall obtain written confirmation from the permit applicant agreeing to install required markers following final street surfacing. FH63 PUMPER PORT The pumper port shall face the street. Where the street cannot be clearly defined or recognized, the port shall face the most likely route of approach and location of the fire apparatus while pumping, as determined by the Fire Protection Engineering Unit. Ref. K.C.C. Title 17 FH69 FIRE HYDRANT HEIGHT/CLEARANCE Fire hydrants shall stand plumb and be set to the finished grade. The bottom of the lowest outlet of the fire hydrants shall be not less than eighteen (18) inches above finished grade. There shall be thirty-six (36) inches of clear area around the hydrant to allow for operation of a hydrant wrench on the outlets and on the control valve. Ref. K.C.C. Title 17 TESTING::::::::::: KING COUNTY FIRE MARSHALS FIELD INSPECTOR AND/OR THE WATER DISTRICT INSPECTOR SHALL WITNESS ALL TESTING OF THE SYSTEM. Fire Systems Review Approval Conditions Document! Page 3 of6 Last saved by February 18, 1999 • , King County Department of Development and Envirorunental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Application Acknowledgement An application has been received for the following work: Application Number:B05F0608 Application Date: 10/06/2005 Applicant:LAFORTUNA TOWN HOMES LLC Location:Temp: 17520 127th Ave SE Site Address: Parcel: 073900-0020 Permit Type:FIREPERM, HYDRANT Title:TBD Valuation: $0.00 Questions about this application and it's status should be directed to the permit service center at: 206-296-6600. Date Printed:10-06·2005 FIRE SYSTEM PERMIT: King County AFFIDAVIT FOR APPLICATION Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TIY 206-296-7217 For alternate formats, call 206-296-6600. To obtain a fire system permit for the installation, replacement, or relocation of devices, the following Informetlon is required: 3 sets of plans, 3 sets of cut sheets, this completed application form, the fire system permit fee sheet, and a check for the total amount due on the fee sheet. If you have any questions and/or need help calculating fees, please contact the Permit Center Permit Review Coordinator Youlanda Givens at 206-296-7007. Please mail or drop off your application with the appropriate fees at 900 Oakesdale Avenue SW in Renton. An appointment to apply is not required. 1. Property tax account number (parcel #) -REQUIRED "'0"'7.::.39"'0"'0"'-..::;0.::,02:.0"-_____________ _ 2. ADDRESS OF PROPOSED WORK .,;;a;,;;d,;;dr:..:e;::.ss:....::no.:..t:...y<..:e:..;,t;,;;a;;;ss:..;,ign=e:..:d'--_______________ _ 3. Description of proposed work: Construction of 8-inch waterrnain and three (3) fire hydrant, with associatec appurtenances for the proposed plat ofLafortuna Townhomes 4. Applicant Name I Company Name .:L:::a""F...::o:o,rt:.:Ull=a..:T:,.:;o'-'w'-'nh=o"'m'"'e:.:se,:L"'L"'C"--_____________ _ • Mailing Address 17818 NE 116th Street City Redmond State W A Zip 98052 • Phone numbers __________________ -Fax: ____ """/'_------==::::=====------...::::::....".... 5, Property Owner "'sam=:;::e..:as:::...:;a:l'P"'p.::li:;::ca:::n"'t'--________________ ;;;;;: District __ Y,--O __ .c.)_ • Mailing Address ________________ City ______ State __ Zip ___ _ • Phone numbers __________________ -Fax: ____________ _ 6, Contact I Agent Name Roth Hill Engineering Attn: Eilean Da\ Telephone Number 425-869-9448 • Mailing Address 2600 116th Ave NE, Suite 100 City Bellevue State WA Zip 98004 • Phone numbers 425-869-9448 _ Fax: 425-869-1190 ------------------- 7. Contractor I Installer Name _T_B_D ___________ _ Telephone Number ________ _ • Mailing Address ________________ City ______ State __ Zip ___ _ • Phone numbers _________________ _ -Fax: ___________ _ 8, Contractor's license number of the Installer I contractor ________ Expiration date _____ _ The undersigned certlflcant declares: 1. That the certificant is competent to be a witness herein; 13 0 5 P C 00 ( 2. That the certificant is the applicant for the above project; 3. That to the best of the certlfican!'s knowledge, the sensitive areas on the development proposal site have not been illegally altered, and 4. That the certificant has not previously been found to be in violation of sensitive areas regulations for any property in King County, or alternatively, that if there have been any Violations, such violations have been cured to the satisfaclion of King County, I am SUbmitting for a pennit authorized by the international building, fire or mechanical codes and in anticipation of having it approved or approved with conditions I have read the following statement and understand that failure to comply with all conditions once construction is begun may necessitate an immediate work stoppage until such time as compliance with the stipulated conditions is attained. I certify that I have made a diligent inquiry regarding the need for concurrent state or federal pennits to engage in the work requested under this building pennit, and no such pennits are required or I will have obtained the required permits prior to issuance of this permit. I understand that the granting of this permit shall not be construed as satisfying the requirements of other applicable Federal, State or Local laws or regulations. In addition I understand and agree that this permit does not authorize the violation of regulations. In addition, I understand and agree that this building permit does not authorize the violation of the Endangered Species Act as set forth at 16 U.S.C, § 1531-1543, including the prohibition on the "take" of threatened or endangered species. "Take" is defined at 16 U.S.C, § 1532(19). I fully understand that it is my sole responsibility to determine whether such "take" restrictions would be violated by work done pursuant to this permit, and I understand that I am precluded by Federal Law from undertaking work authorized by this pennit if that work would violate the "take" restrictions set forth at 16 U.S.C. § 1538,50 C.F,R. §17.21, 50 C.F.R. § 17.31,50 C.F.R. §223 and 50 C.F,R, §224. I certify under penalty of perjury and under the laws of the State of Washington the foregoing Is true and correct. I further certify that all easements, deed restrictions, or other encumbrances restriction the use of the property are shown on the site plans submitted with this application, We, (I), have been given authorization from the property owner to obtain this permit. I accept financial responsibility far all fees associated with this permit or approval and will receive a fu s, Please mall any refunds to the address above, Applicant Signature --'-~""-'::....::.....",.= _____________ Date __ .J9'---...::z::..II2''---u=..1.\ ____ _ Check out tha DOES Web site at www,metrokc.govlddes Fire System Application·Affidavlt Form b·affapp·flre.pdf 07'()1,2004 Page 1 of 1 FIRE SYSTEM PERMIT FEE SHEET: Effective January 1, 2004 FIRE SYSTEM PERMIT #: ITEMS FIRE ENGINEERING FIRE INSPECTION SUBTOTAL OF x QUANTITY TOTAL FEE REVIEW FEE FEE FEES PERMIT INTAKE PROCESSING FEE: $205.28 $205.28 ---------- PERMIT ISSUANCE FEE: $205.28 $205.28 """'~"'~""~"'''''''--''--, Fire Alarm Systems (Each) . ___ ._. --One to four zone Qanels $193.20 $193.1<> $386.40 Each additionC!~ ~QDe ----$36.23 $41.37 . $77.60 Each addressable panel $688.28 $588.00 $1,276.28 --_ .. _. ,,,,,,.i£!~!!;>r each device, for all panels) $2.66 $3.43 $6.09 MonitorinQ transmitters (Each) ---------- $260.82 $260.82 $521.64 ",;",(p~;~~~ $2.66 $2.66 $5.32 . Fire Extinguishing Sl'stems l~"'cI1) $386.40 $425.25 , $811.65 <2,",iPl~~~,!~~.~~~le l $20.53 $22.58 $43.11 -Automatic Sprinkler Sys (Each) --, -,,--- Commercial-Each riser $368.29 --.-$390.76 $759.05. ------ (Qlus each head or ~Iug} ._-.-_ .. _----$3.62 $1.05 $4.67 Residential -Each riser $295.64 $390.76 , __ g;.!l~60 ",.,U>~ ~ hea,9 or.i;!!!gl • $2.42 $1.05 : $3.47 Standpipe Systems (Each) _.-----,--_. ----------- glass 1 --------$386.40 $425.25 $811.65 Class 2 __ . $~66.40 $425.25 $811.65 Class 3 $1,063.81 ------$1,201.62 $2,265.43 ,----,,---~--- (pius each outlet for Class 1 &2L ------$72.45 $79.70 $152.15 '!'& .. fJ~~e~E,. __ $344.14 $257.25 $601.39 Watermain Plan Review -._--- _B"view of water main extention/replacement or both $277.73 $194.41 $472.14 ------1 -----$472.14 "jp~~ydrant) $78.49 $54.97 $133.46 3 $400.38 , _ §prinkler System_Supply Mains ----- _ .. __ ",,_~~~!!£_main to sprinkler riser (Each) $259.61 $277.73 $537.34 Emergency Generator $259.61 $259.35 $518.96 .""",,,,_"'1"_'A~'~~_' Inspections for situations not listed above will be charged $257,25 per system or apparatus as appropriate • • Check out the DDES Web site at www.metrokc.qovlddes Fire Sys Fee Sheet b-fee-firesys.xls 02·25-2004 ~ RothHili ~ LETTER OF TRANSMITTAL To: Soos Creek Water and Sewer District 14616 SE 192"" Street PO Box 58039 Renton, Washington 98058 Attn: Alice Marshall Please find: t8l Herewith via: I Courier COPIES DATE NO. Roth Hill Engineering Partners, LLC 2600 116'h Avenue NE, Suite 100 Bellevue, Washington 98004 Tel. 425.869.9448 800.835.0292 Fax 425.869.1190 Date: September 22, 2005 Client: SODS Creek Water & Sewer District Project No: 12-670 Subject: La Fortuna Townhomes Watermain DESCRIPTION 1 Fire Marshal Approval Request Letter 1 Fee Worksheet 3 Design Plan Sets with Legal Descriptions THESE ARE TRANSMITTED as checked below: o As requested 0 For your file o Approved as noted o For review and comment D For your information o Returned for corrections o For approval 0 Approved as submitted o Resubmit __ copies [gJ For Signature and Submittal REMARKS: Alice, Enclosed is the King County Fire Marshal application packet for this project. Please have the application signed where indicated and forward approval packet to King County DOES for approval. Please call if you have any questions. Thank you. COPIES: SCWSD, CPS, file SIGNED: Eilean Davis F:Untemal\GA Reg\soos permit trans.doc .. Roth Hill Engineering Partner5, LLC RothHili September 22, 2005 Commercial Permit Section King County Department of Development & Environmental Services 900 Oakesdale Ave SW Renton, WA 98055-1219 Attn: Yolanda Givens RE: Lafortuna Townhomes Watermain Extension For: Soos Creek Water & Sewer District 14616 Southeast 192nd Street Post Office Box 58039 Renton, Washington 98058-1039 Phone: (206} 630-9900 Dear Yolanda: 1\ i /\ '/ \ " '''-- 2600 I 16th Avecue Nf # I 00 Bellevue,Washington 98004 Tel 425.869.9448 Fax 425.869.1 190 800.835.0292 Transmitted are three (3) sets of plans and details for the above-referenced project. Also enclosed is the plan review Fire System Fee Worksheet. The developer will pay the plan review fee check at time of submittal. The legal description and the property tax account numbers are listed on the attached exhibit. Please issue a King County Fire Marshal pernoit to the applicant of record for this project. Please contact me if you have any questions and thank you for your attention to this project. Sincerely, Roth Hill Engineering Partners, LLC fll./- Project Technician, Environmental Specialist cc: Soos Creek Water and Sewer District Chris Schmidt, file -Roth Hill Engineering .. Enclosure(s) EMD:emd F:\OO12\O0670\Fire Marshall Pennit #23209\KCFM 092:205 emd Itf appr.doc ~"" ~ ~ ~""'X~ ~ -~ ~~ ~ -,===~ i\IW= --:::. = '"'''l''' -~-EP ,~ ll!:i ldfortuna Message (HIML) ~lQJ~ -' Eile !;dit !£jew Insert F!.lrmat 1001. Actions tjeIp "" !!.epiy ~ Reply to All to" For!!i.ard a 't ['>J 'X ........ J;, (1). From: Schmieder} Jill Foidet To: Stewart, Robert ~ outlook. Cc: ~ Subject: LaFortun. t> (ji ~ Hi, Sent: Thu 09fZ9f2005 4:34 PM ~ Try entering "Temp: 17250 1271h Ave SE" in the Location description field at the bottom olthe "LOeS' box' ~ ~ i"~ ~ ~ Per~ond ,:13 Public: < 129 Items I'll be in at 8 Friday morning but will be going into the field around 10, ·JiII Friday, Sep 30, 2005 08:07 AM • » • J ·soc King County Department of Development and Environmental Services 900 Oakesdale Ave SW Renton, Washington 9&)55-1219 October 6, 2005 Summary of Charges and Payments Applicant: LAFORTUNA TOWN HOMES LLC 17818 NE 116TH ST. Activity Number: Project Number: Page 1 of 1 B05F0608 B05F0608 REDMOND, W A 98052 Development Number: Charges De-scrip tion Bldg FireSystem Insp Bldg FireSystem Review Counter Service Fees Issuance Counter Fee SUB TOTAL CHARGES: Payments , Description Check # Checklogid Payee Permit Type: Status: Check 2760 87787 SOOS CREEK WATER & SEWER DISTRICT SUB TOTAL PAYMENTS: BALANCE: FIREPERM PENDING Date Entered 10/6/2005 Amount $35932 $513.20 $205.28 $205.28 $1,283.08 Amount ($1,283.08) ($1,283.08) ($0.00) The fees shown above represent current charges as of this date and are an estimate based on the information provided to DOES at the time of application. For services that are rendered on an hourly baSiS, the cost of those services will be based on the actual hours worked. Hourly fees are charged at the rate In effect at the time of service, and will be billed monthly, along with • any other outstanding fees. Fees that have been posted prior to permit issuance will be collected at that time. Fees subsequently posted will be billed to the applicant. All fees must be paid in full before DOES issues Final Approval, T.C.O. or C.O. • • Legal Description Parcel No. 073900-0020 Lots A of Boundary Line Adjustment No. L01L0082, recorded under King County Recording No. 20021107900008; Situate in the County of King, State of Washington . F:\OO 12\0067O\fire Marshall Pennit #23209\Legal Description 092205.doc RPCI 073900002004 LA FORTUNA TOWNHOMES LLC PO BOX 1790 SNOHOMISH WA LOT:3-5 BLOCK: 1 RY OY ST SC NC LEVY OM-LV 06 T 4250 05 T 4250 04 T 4250 03 T 4250 02 T 4250 YEAR RECEIVABLE TYPE 05 SURFACE WATER 05 SWM BOND 05 NOXIOUS WEED 05 CONSERVATION 04 SURFACE WATER 04 SWM BOND RPCI 073900002004 DOC: 04/25/05 REVALUE ST:CURNT ACTIVE 369999 07/01/05 98290 LAST LEGAL IS 4 LAND 309,000 309,000 309,000 158,000 65,000 LEVY BILLED AMT 9440 91. 43 9470 10.57 9420 1. 95 9430 5.00 9440 91. 43 9470 10.57 JUMP CODE: BENSON HEIGHTS ADD LOT A OF KC BLA #20021r07900008 IN SW 1/4 OF SE IMPS BILLED .00 3,706.65 3,580.68 1,729.19 728.76 TOTAL DUE: PAID AMT .00 .00 .00 .00 .00 .00 #L01L0082 REC SD BLA LOCATED 1/4 28-23-05 PAID P A .00 .00 F .00 F .00 F 728.76 9,241.10 ACRE BENEFIT ADDITIONAL DATA PiN Q'.llck 100-1% ~\·opei't) .. Ta:~~s Clied. Tota.:. Af.'pli~d; 07/25/95 11:J4';"~i Ji.!l 25, 200~ 9, It,6. 83 ::==.:;:.:::====:== ------~.-.---- .02 Online Search & Report Online permit search Reports BiHing notes Category descriptions Status definitions Permit routing definitions Sea rch tool improvement Search and reports on DOES permits and activities Permit at a Glance 23 L08PC022 CHANGE UM A07BN326 BOND UM l07PC1012 CHANGE UM AQZ~j\J274 BOND UM .'I.07BN2?12 BOND UM A07BN213 BOND UM B07l0478 DWELLING UM A06P0135 PREAPP-O UM Jl,,05clJ52 CERTINS UM LA FORTUNA 04/16/2008 COMPLETE GMP TH/B03DCOOl -PC#2 HOMES RENTON, llC ............................. . $2,211 MID FG 10/09/2007 TRANSFER $2,211 M/D- INC. INTO CITYOFR LA FORTUNA 09/21/2007 COMPLETE GMP HOMES/B03DC001,PCl HOMES RENTON llC $37,588 REST FG-INC 08/13/2007 TRANSFER $37,588 $7500 CASH '. REST FG- $155,607 LAND PERF FG $15,937 WETl PERF FG-NEW OWNER LA FORTUNA 41 UNIT TOWNHOUSES LA FORTUNA TOWNHOMES NIA INC $7500 CASH 08/13/2007. TRANSFER $155,607 LAND PERF- ......... . •...........•....•....• I.NC.INTO CI 08/13/2007 TRANSFER $15,937 WETl PERF FG-NEW OWNER 04/27/2007 CANCELED GMP HOMES 07/19/2006 COMPLETE GMP HOMES 10/1112005 EXPIRED CERT OF INS EXPDATE: 7/19/06 ................. Page I of3 Related searches • Parcel Viewer l.iMAF' • Assessor l1!QQ<>dysearch systems • Recorde~s Office records search http://i nf o. ki ngcounty. go V Iproperty Ipermi ts/Permi tG lancel (SC u24 fcr45hcq I vt 451 rctsm20) )lPermList2. aspx?P IN =0739000020& tab=2 0611 6/2009 Online Search & Report BQ5F0608 FIREPERM UM L05CG372 GRADE UM L05CG369 GRADE UM B0510123 LS-MAINT UM P&5BN2tiQ BOND UM A05BN212 BOND UM L05SI1JA INSPECT UM L05GJOll1 G-INSPCT UM A04P.Q330 PREAPP-O UM L04GF:Q28 FOREST UM lI03BN460 BOND UM X0001279 L1NKPROJ UM 6Q3DG1lQJ COMLSITE UM TBD -2ND EXT LA FORTUNA TOWN HOMES WATERMAIN LA FORTUNA TOWNHOMES SEWER N/A 10106/2005 TRANSFER LAFORTUNA' TOWN HOMES LLC 1010512005 COM PLETE SOOS CREEK WATER & SEWER DIST 10103/2005 COM PLETE SOOS CREEK WATER & SEWER DIST 07/08/2005 : TRANSFER GMP HOMES RENTON LLC $155,607 LAND PERF 06/23/2005: REPLACED $155,607 LAND PERF $37,588 REST FG 05/23/2005 TRANSFER $37,588 LA FORTUNA TOWNHOUSES LA FORTUNA SITE FAIRWOOD GREEN PLAT LA FORTUNA TOWN HOMES FPA $15,937 WETL PERF N/A CSDP -LA FORTUNA TOWNHOUSES REST FG- INC INTO CITY 05/19/2005. TRANSFER. GMP HOMES RENTON LLC 04/21/2005 CANCELED GMP HOMES RENTON LLC 10/25/2004 COMPLETE BEST, KARL 04/14/2004 GRANTED LA FORTUNA LLC 09/1212003 REPLACED $15,937 WETLPERF 09/1212003 LINK 02/13/2003 . TRANSFER LA FORTUNA LLC Page 2 of3 http://info.kingcounty.gov/propcrty/permitslPermitGlance/(S(u24fcr45hcqlvt451rctsm20»lPermList2.aspx?PIN=0739000020&tab=2 06/16/2009 Online Search & Report UM GRADING OS/25/1993 COMPLETE BRODKA, APPLICATION #3928-HELMUT 656 Urban/Rural description: AC: ACTIVITY CENTER; AG: AGRICULTURE; CB: COMMUNITY BUSINESS; CO: CMRCL OUTSDE CTR; F: FORESTRY; GB: GRNBLT/SEPARATOR; I: INDUSTRIAL; M: MINING; NB: NEIGHBORHOOD BUSINESS; RN: RURAL NEIGHBORHOOD; RR: RURAL RESIDENTIAL; RT: RURAL TOWN; RX: RURAL CITY UGA; UH: URBAN RES >12fAC; UL: URBAN RES 1DU/AC; UM: URBAN RES 4-12AC; UP: URBAN PLAN DEVEL; peLmlUDtoLmation I FAQ I Maps & prQPe.rty r.es.earch I Forms & publications I Codes policies & growth management Code Enfprcement I Fire Marshal I Business licenses I About I contact us I Slt~LIIl~P Home I Privacy I Accessibility I Terms of use I Search Links to external sites do not constitute endorsements by King County, By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. © 2009 King County Page 3 of3 http://info.kingcounty.gov/property/permitslPermitGlance/(S(u24fcr45hcqlvt451rctsm20»lPermList2.aspx?PIN=0739000020&tab=2 06/16/2009 I(} U>)I,II'-\t"y. KING COUNTY D E P "" R T MEN 'j' 0 r D EVE LOP MEN '[' AND ENVIRONMENTAL SERVICES 900 OAKESDALE AVENUE SOUTHWEST RENTON, WA 98057·5219 FACSIMILE TRANSMITTAL SHEET l)J\T! fr· z. ~. 2.0C'.l., TO'L\L NO. OF 1',\GES lNCLL'OI;...JG COVER: 4l-S-627-2.42.3 Pll()NE NUlvIBUt: SENDER'S lthFERENCE NUMBUt RE NO r 1-::;, U lI\j1\1 I·,:-.J I':; YOCR Rl\FFRFNcr~ NL'MIWR D PLl'::\SJ': COJ\.[MU\H D I'LE.-\SE REPLY nt6 FI L-E 4 J\'1"'p/2.t:lV6-t::. PL~ ~ . lTM. ~D1l+ PL~~1 riUS . G Lfr-O A:r t? ()b) 2.''\iP -lDS L CLEo '(01) 10828 S.E. 176th Street Renton, Washington 98055 April 27, 2007 Fire District 40 Prevention Division King County Building and land Development Fire Engineering 900 Oaksdale Avenue Renton, WA 98055 Office 425-255-093 I Fax 206-296-7742 RE: Fire District Receipt for LaFortuna Townhomes, located at 12632 SE Petrovitsky Road, Renton, W A 98058, parcel #0739000020 The attached Fire District receipt project submittal anticipates the construction of a multi-family dwelling complex consisting of approximately 8 buildings with 41 dwelling units. After a brief review of these plans, the Fire District wishes to go on record and request that the following concern be addressed in the plan review process. According to site plan submitted at time of receipt, it appears that the proposed road width is approximately 24 feet, with a dead end utilizing a hammerhead turn-a-round. The Fire District wishes to go on record and request that "No Parking" signs be required for this multi-family project. If, for any reason, the surface road width is decreased to less that 28 feet it is requested that "No Parking-Fire Lane" signs be installed on both sides of the street prior to occupancy of any of the above proposed dwelling units. The minimum road width per King County Code 17.04.370 and the International Fire Code, Chapter 5, Section 503.2.1 require a minimum of 20 feet ciear, unobstructed width. Per RCW 46.44.010, vehicles may be a total of8 feet 6 inches wide, not including side mirrors (with mirror allowance the vehicle can be up to 9 ft). Therefore, a road that is 24 feet wide with cars parked on both sides could have its drivable road width reduced to 7 feet. Obviously, this width would not be adequate for fire department emergency vehicles to have access, navigate or conduct fire ground operations. A little background on why we need 20 foot fire lanes. The 20 foot dimension of the fire department access road is based on the size and height of emergency vehicles, their turning radius and the fact that emergency vehicles may be required to pass each other on the access road. Our fire apparatus are at least 9 feet wide from mirror to mirror. As you can see, in order for them to pass one another in 0" o~~,-'--ituation the full 20 foot road width would be absolutely neces: *'4-an emergency stationary or action mode, the side cabinet doo i\O~l·. ~.. ''(1)1. e of additional feet to the vehicle width. Also. in order to uti lize the I ~ Il"'-'Y' """r tk several feet of additional space is required. How tragic and 11 ~ \ t-S . "'" \.Z-~ :l ourselves in the position of not having enough room to lower the L ~ r ...-I-hing less than 20' feet could seriously D~' I.~-I .ll-. w..J:, -\0 ~. "Prevention through Education" i affect the ability to reach our response target, thus putting citizens at high risk for serious injuries or untimely death. Seconds may make the difference between saving and/or losing a life. Additionally, please see attached copy of the letter submitted from Fire District 40, dated May 8, 2003 regarding this subdivision. Sincerely, ~/rlU#t~ Sandy Ha (jock Deputy Fire Marshal Attachment LANDSCAPE BOND QUANTITY WORKSHEET FORM KlNGCOUNTY PROJECTNAME: LaFortuna Commercial Site Development Dept ofDevelopment 0 ! ~,:¥ (6; ~ 0 W ~ ~ and EnvIronmental Services DOES PROJECT #: B03DCOOI ,,: -co u ,O:J C i , , , 900 Oakesdale Avenue Southwest L cJ £'IiAY 2 9 2003 ~ Renton, WA 98055-1219 ADDRESS: 12632 SE Petrovskv Road, KING COUNTY PREPARED BY: THE JAY GROUP PHONE: (360) 659-8159 KeD [;) ~ ~. Bonds are based upon required landscaping only and will be posted for performance andlor maintenance, Required landscaping includes perimeter landscaping, surface parking area landacaping, (KCC 21A.16) and any landacaping required by SEPA environmental review. Tbe maintenance period is for tbe life oftbe project, however, after posting for maintenance, the performance bond will be reduced to 30% ($1,000.00 minimum) and be held for a two year period. Upon re-inspection of the site the bond will be released if the site has been properly maintained (21A.16.180). A landscape maintenance inspection deposit of $316.80 is required prior to permit issuance to cover the costs of the .l-year maintenance inspection. Landscape inspections are bllled at the current hourly rate once the initial deposit is exhausted. If the project has not been maintained and there are dead trees, shrubs, ground cover, or other deficiencies noted in the required landscaping, the bond will be held until the deficiencies are corrected. UNIT PRICE UNITTYl'E QUANTITY PRICE SOD LAWN AREAS $500.00 MSF (1000 SQ. FT) NA HYDRO SEEDING $50.00 MSF (1000 SQ. FT) 9.61 $480.00 SOIL PREPARATION A TOPSOIL (6 INCHES DEEP) $25.00 CY (CUBIC YARD) 548CY $13,700.00 B. MULCH (2 INCHES DEEP) $4.00 SY (SQUARE YARD) 165 SY $660.00 C. PEAT MOSS (TWO INCHES DEEP) $2.30 SY (SQUARE YARD) NA D. COMPOST (3 INCHES DEEP & TILLING $26.00 SY (SQUARE YARD) NA E. FERTILIZER $6.67 CY (CUBIC YARD) NA PLANT MATERIALS A DECIDUOUS 1REES 1.75 -2.00" CALIPER (minimum height 10') $250.00 EACH COST & LABOR 33 $8,250.00 PERIMETER & PARKING AREAS 1.5 -1.75" CALIPER (MIN. Iff. 10') $225.00 EACH COST & LABOR 63 $14,175.00 INTERIOR LANDSCAPING OR 011IER B. EVERGREEN TREES FIVE (5) FEET OR ABOVE $150.00 EACH COST & LABOR 50 $7,500.00 C. SHRUBS $35.00 EACH COST & LABOR 873 $30,555.00 BOND AMOUNT SUB TOTAL: SUB TOTAL BOND AMOUNT $ $74.661.16 $74,661.16.00 UNIT PRICE UNITT¥PE QUANTITY PRICE D. GROUND COVER $4.00 EACH COST & LABOR 946 $3,784.00 MISCELLANEOUS TREE STAKES 3rrREE $2.65 EACH PER STAKE & 292 $773.80 LABOR FENCING: LINEAR FOOT SOLID WOOD CEDAR $28.50 INCLUDES LABOR BERMING $17.50 LINEAR FOOT INCLUDES LABOR IRRlGATION 80¢ SQUARE FOOT 29,610 SF $23,688.00 ADDITIONAL ITEMS Play Structure $10,755.00 EACH $13,981.50 I $13,981.00 Deluxe Park Grill $115.00 EACH $149.50 2 $299.00 Permanent Angle Leg Bench $295.00 EACH $383.50 I $383.50 Standard Picnic Table $409.00 EACH $531.70 4 $2,126.80 SUB TOTAL BOND AMOUNT BOND SUB TOTAL: $119,697.76 Add 30% of the Bond Sub· Total for Contingency in accordance with 30 % CONTINGENCY: Financial Guarantee Ordinance 120220, Section l3. $ 35,909.33 TOTAL BOND PRICE TOTAL BOND PRICE: $155,607.09 Revised LBQW 812912001 Ell Ik.,i~n Nul": .\, ,', Cbll,""g~r' p~.I~.';r'_,L!.' ~ $10,755 CHALLENGERS® $12,694 PLAYMAKERS® As Shown: '23 Borl\t:r TiIl1her~ ::U-6' {2:'-l.S3m I 13 Capacity: C~., ZOlle: Installation: "nld q~(1ar;llelv 011 p,l~l~ -IS. 350-0103 500-0103 Play Events Chal1cJlgt'r~ lJp lo J(I c.:hilchcn a~'e~:=; [(I 12 yrs PlaymHkers [lr ltl .. J.(l d1ihlrC:·1l 'lg~S:=; 10 12 yl~. Challengers 22' ,\ 31', II 16,71rn x Y,-t)il1 x .',~."IlIJ I'la~'makcrs 2-1':\ 32':\ \'2' OJ21ll:'\ 9,7)111 x 3,6<lm) Challcngt'rs'r:; ::. 4..\-' 110.6 7m x 13...1-11111 Phlynmkers 36' x -+-l' {IO.tJ7lll x 1.,.-1.1111) Challengers 2()06 Ih~. (l)(Jl).92k;;) rla~'nHlkers 26b6 Ib~ (1~(Il).29kgj Arrru,\. 53 h0ur.~ All play' cquipl1lCni l11u.,>l be 1l1.~I~lkd over ~ln l:np,\cl-;Ihsorhillg surfaCl.:. STEEL BIKE RACK Model St~le O~enin!.!s Size Wei~ht Price ZZXX1641 Ponable 8 5' (!.52m) 77.72lbs. (J5,25kgl $2&9 ZZXX1642 Attachahle 8 5'([,52m) RO.J6Ibs. (36.45kgl $2&9 ZZXXI643 Portable 18 10' (3m) 142.09lbs. (64,45kg) S475 ZZXXI644 Attachable 18 JO' Om) IM.73lbs. (65,65k,) 8475 These attractive, ea.~y-to-assemhle bike racks can be portable or lagged onto existing hnrd surfaces. Main fnlmework is 1-5/8" 0.0. galvanized pipe with 1-1/16" O.D. galvanized pipe. All fasteners are plated. Available in your choice of paint color (see page 145). Model 'ZZXX 1641 shown in Seafoam. LOOP BIKE RACK S219 ZZXX1353 IN-GROUND St}"le: 78" rL9Sm) Weight: 87.41 Ibs. (J9,64kg) $209 ZZXX1353S SURFACE MOUNT Style: 78" (1,9Rm) Weight: 7Y Ihs. 05,80kgJ Ensy-to-install unit fcatllres five openings and j, m~dc on' 0.0. gulv:.tllized-~leel tubing. i\vailnble ill your chOice of paint color (set: pagt: 145). Model ZZXX 1353 .,hown in Red. DELUXE PARK GRILL $115 ZZXX1451 Style: Permall~1l1 Weight: 82.71 lb . .,. Ci7,52kgl Tough enough [0 In.'>t for years! Fire hox is Illade of3JJ6" sLed plate and swivel!> 360" jor drall cOlllml. Cooking grille i~ ll1ade of [/2" ,md 5/S' steel bars with 293 ,"quare in('he, of cooking surface and i~ 4-w:ly adjustable for cooking control. Features a 2-VR" nD. galvanized pipe thdt-re~istanl ~Urp()rt post. • M,.del ZLX>':'JIJ:1() slio'WJl with Heige frame S359 PORTABLE STRAIGHT LEG BENCH RECYCLED PLASTIC ZZXX9030 Size: f,' x 2' (1 ,83m x f),60m) Weight: IOS.77lbs. (47,Y8kgJ r,..·ll,del ZZX>':90!() ~h()\V1I willi PlmiIlLllIl frame. S295 PERMANENT ANGLE LEG BENCH RECYCLED PLASTIC Size; Weight: ZZXX9010 6' x 2' (1.83m x O,60m) 1 05.T~ Ihs. (47,95kg) Playworld Systems·" durahle Park Benches require very little maintenance. making them iueal addj!ioJl~ to any park or playground silc. Scat~ arc made of Recycled Plastic plank~. All frames are 2-3/8" O,D, galvani2.ed pipe with Aluminum end cap~ and arc uvailable in your choice of pain! color (see page 145). S325 STYlEX I BENCH RECYCLED PLASTIC ZZXX9020 Size: 6' (] ,83111) Weight: 117.78 lbs. 153.43kg) The open de~ign of the Stykx I ullo\\is for flexibility iE placement and sealing. Legs ~u'e 3" 0.0. galvanized pipe and )14" 3" x 3" angle iroll finished in supcl10ugh powder coating EE ~ 6' Stylex J Bcoehe., cao be shipped via UPS. S399 KINGSWOOD BENCH RECYCLED PLASTIC ZZXX1540 Size: Weight: 6' (J,S31111 i78.i4ib,. (80.80kgi Tllis tradiliun-style heneh feature:, si). 4" ). 2," Recycled Plastic plaoks for bad and ~eal, Illilling il as dllrnb]c and wcather-resisTanl as it is beauLiful. HEAVY-DUTY PICNIC TABLE $465 ZZXX911 0 Size: 6' x 2'6" O.83m x O,76m) Weight: 247.5 lbs. (lll,27kg) TIlcse highly durable tables feature one-piece cnd frames mad:! oU-3/8' O.D. galvanized pipe with 3fl6" x 4" X 1" formed steel board-mounting bmckets. 1-1(16' O.D. galvanized pipe cross braces prmide extra strength and rigidity. \Vheelchair-accessiblt: tables are designed to accommodate wheelchairs with labletops extending an extra foot beyond the frame at both ends. Seats and wbleLop planks are Recycled Plastic. Frame available in your choice of paint color (see page 145). 6' Heavy-Duty Picnic Table shown in Recycled Plastic with Ruby Frame. STANDARD PICNIC TABLE $409 ZZXX9l00 Size: Weight: 6' x 2'6" (I,83m x a,76m) 216.5 Ibs. (98.20kg) Our Standard Picnic Thbles feature one-piece cud frames made of 1-5/8' 0.0. galvanized pipe with 3/16' x 4" x 1" formed steel board-mounting brackets. 1-1/16' O.D. galvanized pipe cross braces provide strength and rigidity. Seats and tabletop planks are Recycled Plastic. FraIm: available in your choice of paint color (see page 145). Shown in Recycled Plastic with Azure frame. • ~ LlTIER RECEPTACLE PERMANENT $265 ZZXX8020 Volume: Slats: Weight: 32 gal. f121.10 liter~) Recycled Plastic 92.741hs. (42,U7kg) REPLACEMENT CONTAINER $20 ZZXX8060 Volume: 32 gal. (121.10 liters I Slats: Plastic Weight: 5 Ibs. (2JOkgJ Steel frame with 2 x 4 slats in Recyded Plastic. Alail:lhle In eilher penmmcnl or freestanding models. All recepl;,tcb shlppeu compkle \\-ith 32-gallon blach plastic comainer and lid. ( ~ ~,~ The Jay Group,lnc. landscape Archihcts, Civil En~ineers and hvironmental Consultants WATER BUDGET CALCULATIONS Date: Project: For: 5/21103 La Fortuna Townhouses Karl Best (425) 397-0739 Total Lawn Area: Total Shrub Area: Total NativelBuffer Area: Total Area: Shrub Plant Factor: 9,650 SF 8,910 SF 11,050 SF 29,610 SF .04/.25 Drought tolerant NW Native shrubs were used in buffer areas and a mix of ornamental trees, shrubs and groundcover using low to medium water requirements were planted in parks and common areas. Irrigation zones have taken local exposure factors into account. Irrigation Water Budget WB= (ETO) (AP) (LA) (CF) WB= 14.49 x.8 x 29,610 x 0.62 = 212,808 Gallons per growing season Estimated Water Use EWO= (TO) (PF) (RA) (CF) I (IE) Lawn EWU= 14.49 x .7 x 9,650 x 0.621 0.625 = 97,097 GIS Shrub EWV= 14.49 x .04 x 8,910 x 0.62/0.625 = 5,123 GIS Native EWU= 14.49 x .25 x 11,050 x 0.62/0.625 = 39,708 GIS Prepared By: George Kaage Paul Jay EWU = 141,928 Gal. Per growing season WB = 212,808 GaL Per growing season Washington Registered Landscape Architect 1927 -5fh Slreef • Marysville, WA 98270 • (360) 659-8159 • fax: (360) 651-7252 • e-mail: mail@iaveroupllc.com Hopkins, Nancy To: Baugh, David Subject: RE: New Activity 80510123 Hi Dave-I placed a copy of Stacy's email in the landscape inspection folder. You might want to pull the file and approve the landscape plans and add the LBQW -the inspection folder just includes a set of the unstamped landscape plans. -----Original Message----- From: Graves, Stacy Sent: Friday, July 08, 20058:24 AM To: Hopkins, Nancy; Baugh, David Subject: New Activity B0510123 Good morning, just an fyi, I set this activity up so I could collect the balance due at issuance of B03DC001, linkproj number X0001279. Thanks, Stacy 1 ~.fJU-:'I~J~I~1 1·f3~'/~1~~'/!..1 .' .fJl.f~1!:11 U~I ~ .f::I~'/~11 ::"tJ.~11.fn~I~I~I!J3~1 .I,fJ-,,'.r~11 JW H'J3!:1~1~1%!..1 '..fJi/!..Jt Jl!.1 SE t i'2tIIO ST ~.f32/~1123[1 I,fJU0116t1 HJUV112fJ 1432/01180 1432/011bO HJUf)HJB!.1 1(J21!J1100 H3;,!!f.lHJlfJ ) 432/rJ LU[J I!IJ 3864800H!.l ~ ~ 3fHHBOIRCl J86"f:IOOU~ JB6.f!;lOOD6D J8&f8LlOO10 U!JflIJOOD3I 3B61'800~OO 3864800110 3864800130 O!39CJOOO.4'O o!3PO!.lOOJ15 O!3!KJrJOfJofZ ~ 0!3!.1000006 ~ .. i .... 0/3!.100!.l[.lO/ .. 0/:)9000021 Page 1 of 1 III. Allowable Dwelling UnIts, Floor Area and Rounding IK.C.C. 21A.12.070): The base number of dwelling umts IS calculated by muiupiymg tile slle area by the base density III dweJling umls per acre (from K.C.C. 21A.12.030 -.040 tables). /(-8< 3. '3/'0 R'lz: /.191 R-8 = R·I'2_~ X 8 sIte area In .cres (see SecllOll 1.) X _...:.../.:::Z-c..._b,ase denSIty (see SecllOn 11.) z.~S2 allowable dwelling units > 4 (). [5 8 ~ 41 14-.3 G. The allowed floor area, which excludes structured or underground parkmg areas and areas housmg mechanical equIpment, IS calculated by mullJplYlng the sIte area by Ihe floor 10 lot area ratio (from K.C.C. 21A.12.040), _____ site area in square feet (see Secllo111.) X _____ floor to lot area raUo (K.C.C. 21A.12.040) _____ allowed floor area in square feet When calculations result ill a fraction, the fraction is rounded to the nearest whole number as follows: I. FractIons of .50 or above shall be rounded up; and '-n 'S I (.i.~yu ....... ", 2. FractIOns below .50 shall be rounded down. I,v'-\ -;<A-P-r4-- ~.,-- ~ J'l-'L~J ' :.-c. IV. Required On-site Reereation Space (K.C.C. 21A.14.1S01: ci.#£ 'I<,-h --e'.,.e if'(e. .e(, .001 '>-, .'-\-I '-/ I '80 ,,J..<.,.<.. When mOre than four dwelling umts are proposed III any resldenual developmenl m the UR and R zones, stand-alone / r/~ townhouses In the NB zone on property deSignated CornmercLal OutsIde of Center III Ule urban area, or WithIn ilny c; . ~ mixed use development, then the proposal IS required to proVIde recreallon 'pace. When recreatIOn space IS reqUired, .0. e recreation sp.ce must be computed by mtlltlplymg tile recreation 'pace requirement per unit type by the proposed number of such dwelling umts (K.C.C. 2IA.14.IS0). NOTE: King County has the discretlOll to accept a fee m lieu of all or a portion of the reqUired recreatIOn spaee per K,C.C. 2IA.14.185. Apartments and lownhouses developed at a density greater than eight untts per acre, and nllxed use must provide recreatIOnal space as follows: 4/·'u n if s , .9.1.. '.1 ~ /.. 4,5' I tiC -., f,lIII''iClc;. I 90 square feet X __ proposed number of studio and one bedroom umts 130 square feet X __ proposed number of two bedroom umls 170 square reet X .±L proposed Dumber of three or more bedroom umts Recreation space reqUirement Townhouses and single family detached proposals developed at a denSity of eight umts or less per llcre must proVide recreational space as fonows: 390 square feet X __ proposed Dumber ofumts Mobile home parks shall proVIde recreatIOnal space as follows: 260 square feet X __ proposed number ofunils V. Net Buildable Area IK.C.C. 21A.06.79D: The net buildable area IS the SIte area (,ee Sectlon L) less the following areas: e-areas JWhm a project site w!lIcl! are regulred to be dedicated for public rights-of-way III exce,s of sixty feet (60') of width q 1,01 g sensitive areas and thelf buffers. to the eXlent they are required by King County 10 remam , ... undeveioped + __ 17=--__ areas requlred for above ground stoffilw3ter controi facilihes mcluding. but not limited to, / Z Q 0 retention/detention ponds, blofiltratJon slVaies and setbacks from such ponds and swales + ft? -, areas reqUired by King County to be dedicated or reserved as on·Slte recreation areas (see SectIon IV.) + _____ regional utility corndors, and ... _____ other areas. excluding setbacks, reqlllred by King County to remam undeveloped CalculatIOn: Apri122. 1997 Page 2 Drill Total reducttons 196,521 sUe area III square feet (see SectIOn I.) Q7,,}08 Total reductions : 9 E3Gltj ,netbuildabie area IDsquare feet = Z .2.G 3. net buildable are. III acres NOTE: convert site area in square feet to acres by dividing by 43,560 VI. Minimum Urban Residential Density (K.C.C. 2IA.12.060): The mmimum density requirement applies only to the R-q through R-48 zones. Mil1lmum density is detennmed by muitiplying the base density m dwelling umts per acre (from K.C.C. 21 A.12.030 table) by the net buildable area of tile site in acres and then multiplymg the resultmg product by the minimum density percentage from the K,C.C. 2IA.12.030 table. The minimum dens It)' reqUirements may be phased or waived by King County m certam cases. Sec [(.C.C.2IA.12.060(A-B). CaiculatlOn: R-B; 8 12)(1,/"17'1.7...263 -;:. Z z.. R-t:z f I Z. base density m dulac (see Section 11.) X 43ii' net buildable area m acres (see Section V.) . sst.. X minimum denSity % set fortll in K.C.C. 21 A.12.030 or as adjusted in Section VII. ,R-8: = 13: 3 minimum dwelling units reqUired> 5 -. -L r~ 4 .t-,'Z-20. "'In. U'1IT:S't·t R,-I '2. A proposal to locate a single resident .. 1 unit on a lot is exempt from the minimum density requirements if the reSIdential Unit is located within 15 feet of one or more intenor lot lines or the SIte is pre-planned to demonstrate that the proposed reSidentIal unit is compatible with future diviSion ofthe site to meet the mmimum denslty requirements. 'L-mtcrio tol line Residence within t 5 feet of intenor line t-J5 feel proposed resldentJal unit Pre-planned site proposed residential -fjliflre 101 lille Unit jzl/ll/'e residential IInll VII. Mjnimum Density Adjustments For Moderate Slopes (K.C.C. 21A.12.062): Residential developments In the R-4, R-6 and R-8 zones rna)' modify ttle minImUm denSity factor in K.C.C. 21 A.12.030 based on the weighted average slope of the net buildable area of the site (see Section V.). To determme the weighted average slope, a topographic survey IS required to calculate the net buildable area(s) Within each oflhe following slope mcrements and then multiplying the number of square feet in each slope mcrement by the median slope value of each slope increment as follows: ____ sq. ft 0 -5% slope increment X 2.5% median slope value = + sq. ft 5 -10% slope mcrement X 7.5% median siope value Q ____ + + sq. ft 10 -15% slope merement X 12.5% median slope value -+ + sq. ft 15 -20% slope increment X 17.5% median slope value = + + sg. ft 20 -25% slope increment X 22.5%median slope value -+ + sq. ft 25 -30% slope mcrement X 27.5% median slope value = + + sq. ft 30 -35% slope merement X 32.5% median slope value = + + sq. ft 35 -40% slope merement X 37.5% median slope value = + Total sguare feet ----m net buildable area Calculation: ____ Total square feet adjusted for slope ____ total square feet adjusted for slope divided by total square reet in net buildable area _____ welghted average slope of net buildabie area e % (Note: multiply by 100 to convert to percent -round up to nearest whole percent) Use the table below to determine the m\l1lmum density factor. TillS density IS 3ubstItuted for the mmimum denstty factor in K.C.c. 21 A.12.030 table wilen calculating the minimum density as shown in Section VI. of this worksheet. WeIghted Average Slope of Net Buildable Area(s) of Site: Minllnum Dens It)' Factor: 0% -less than 5% 85% 5% -less than 15% 83%, less 1.5% for each 1 % of average slope in excess of 5% 15% -iess than 40% 66%, less 2.0% for each I % of average slope in excess of 15% EXAMPLE CALCULATION FOR MINIMUM DENSITY ADJUSTMENTS FOR MODERATE SLOPES: April 22, t 997 Page 3 of4 _____ sq. ft o· 5% slope Increment X 2.5% median slope valUe = -'-''''''''''-_ sq. ft 5·10% slope increment X 7,5% median siope value = 750 + """"'''''-_ sq. ft 10·15% slope increment X 12.5% median siope value = _-=2~.5,"0",0,-_ + _____ sq. ft 15·20% siope increment X 17.5% median slope value = + _____ sq. ft 20·25% slope increment X 22,5% median slope value = + _____ sq, ft 25· 30% slope mcrement X 27,5% median slope value = + _____ sq. ft 30·35% slope IIlcrement X 32,5% median slope value = + _____ sq. ft 35·40% slope mcrement X 37.5% median slope value = + _-"''''''''''-_ Total square' feet 3.250 Total square feet In net buildahle area adjusted for slope total square feet adjusted for slope diVIded by 30,000 total square feet Illllet buildable area weighted average slope of net buildable area. _ ..... -"'_ (Note: multiply by 100 to convert to percent. round up to nearest whole percent) Usmg the table above. an 1 I % weIghted average slope of net buildable area falls wlthm the 5%· Jess thall 15% range which has a mlnImUm density factor of 83%, Jess 1.5% for em:h I % of average siope In excess of 5%. Since 11 % is 6% above SOJa, multiply 6 times 1,5 whlch would eqllilI9%. Subtract 9% from 83% for an adjusted mimmum density factor of74%, This replaces the mlmmum density factor III K.C.C, 21A, 12.030 table, VIII. Maximum Dwelling Units Allowed (K.C.C. 2IA.12.G30 .• 040): ThIS section should be completed only iftheproposai Includes application ofreSldentJai denSIty incentives (K.C.C. 2IA.34) or transfer of denSIty credit (K.C.C. 2IA,36), Maxlmllln density IS calcu'lated by adding the bonus or transfer umts authonzed to the base umts calculated l11 SectIon III, of dus worksheet. The ma"lmum denSIty permItted through reSldentml denSIty ll1centives 15 150 percent of tbe base denSIty (see SectIOn 11.) of the underlymg zomng of the development or 200 percent of the base density for proposais wlIh 100 percent affordable umts, The maXImum denSIty permitted through transfer of denSIty credit 15 150 percent of the base denSIty (see SectIon 1I,) of the underlymg zomng of the development. ____ base denSIty In dwelling unlls per acre (see Secllon 11.) X 150% = l11aXlmum denSIty _-,-__ maXImum denSity in dwelling umts per acre X site area In acres = ___ _ maxImum dwelling umts allowed utilizing denSIty mcenllves (K.C,C. 2IA,34) ____ base denSIty III dwelling units per acre (see Sectlonll,) X 200% = maXlIllum denSIty ____ maximum denSity in dwelling unIts per acre X site area In acres = _'::":"',,-,,-, maximum dwelling unIts allowed utiliZing density ll1celltlveS WIth 100 percent affordable UllltS(K.C,C. 2IA.34) ____ base density In dwelling unlls per acre (see SectlOll II,) X 150% = maxImum denSIty ____ maximum density in dweUing units per acre X site area in acres = ___ _ maXImum dwelling umts allowed utilizmg denSIty transfers (K.C.C. 2 I A.36) Calculation: ____ base allowable dwelling Untts calculated In Secllon III, + bonus units authonzed by K,C.C, 21 A.34 + transfer units authorized by K.C.C. 21A,36 ____ total dwelling units (cannot exceed ma;umums caiculnted above) April 22. 1997 Page 4 of4 4~e: 1&.::.i~L...O:~ PllIe.1 NLrnber. 1073900'0020 ":::::' _--'_; S~eAddI"$: t:~~~~:;,;~;:~~~~:::~ IBRODKA HELMUl+COUBDES,u,:li:::::' ,: " Applied: 10710912005 Approved: L/_I_ F!MIAcli"", L;:L::;/,:iiZ::,:", lUA FOBTLlNA.:,l.llC":§¥:' ':::i:',"::;:: Related Infoonation: Bldg P",miI No: I"'B"'03O=COO1=--- Inspection AI •• : I Licensee: KING COUNTY. WA Friday, Jul 08, 2005 08:58 AM JA058N25IJ I $155.607.00 I $46.682.00 IN I _'_1_ F ... Foes are ba,ed on actual hours worked A dapo;il i. required fOithe e$limated hou,., Hours .. timated • 3.0. times DOES hourly rat •• $434.70 Char!le Counter S",vice Fee? T etal Charged. JY ]Y I ":'iili!::-$434,7O I ::: :::::::X$l02.~ (',:::::,::::::::J:J$537:34 Date EnI",ed: bHllii07toai2005 Entered By: flllli:iiiGBAVESSC I S",ialN..mbeI: 61361.1''''0; 150 I Venion: v. 4.777 1- tQ King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 (206) 296-6600, TTY: (206) 296-7217 Permit Number: B05F0608 Date Issued: 10/13/2005 ,J£tnT;": oi, New Construction Fire Permit P~rmit Type, SUbtyPif.Rg ..•.• NT Title: . i ' Description: WATERMAIN/3 HYDRANTS Location: Temp: 17520 127th Ave SE List of Parcels: 073900-0020 Site Address: Valuation: $0.00 Applicant Name: LAFORTUNA TOWN HOMES LLC Comments and Conditions I. Work Subject to Approved Plans and Conditions. Work is authorized with a valid King County pennit only. Work authorized by this pennit is subject to the associated approved plans/corrections and attached conditions. Failure to comply with all conditions once construction begins may result in immediate work stoppage until such time as compliance is attained. 2, Permit Expiration. Failure to obtain final approval by ihe perroit's expiration date requires that the perroit be extended. Extension fees arc subject to the current King County Fee Ordinance. Pennit extension inforroation may be obtained at 206- 296-6630, M-F; 8:30 am to 4:30 pm. 3. Scheduling Inspections. Inspection requests for residential, commercial/multifamily, and new construction fire perroits may be scheduled by calling the DOES Voice Inspection Line at 1-888-546-7728. This request line is available 24 hours a day, 7 days a week for your convenience. Inspection requests must be called in prior to 3:00 pm, M-F to appear on the II! schedule for the following business day. Inspectors are available by phone M-F, 7:30 am to 8:30 am only at 206-296-~:" 6630. Scheduling and inspector availablility is subject to approved holidays. You may obtain inspection results by calling the DOES Voice Inspection Line, reviewing the inspection inforroation left on site, or contacting the inspector of record. 4. Compliance with State and Federal laws and the Endangered Species Act. The applicant is responsible for making a dili)lent inquiry regarding the need for concurrent state or federal perro its to engage in the work requested under this perroit, and to obtain the required perro its prior to issuance of this permit. It is understood that the granting of this permit shall not be construed as satisfYing the requirements of other applicable Federal, State or Local laws or regulations. In addition this , permit does not authorize the violation of regulations. In addition, the granting of this permit does not authorize the violation of the Endangered Species Act as set forth at 16 U.S.C. § 1531-1543, including the prohibition on the "take" of threatened or "~ endangered species. "Take" is defined at 16 U.S.c. § 1532(19). It is the applicants sole responsibility to determine whether such "take" restrictions would be violated by work done pursuant to this permit, and is precluded by Federal Law from undertaking work authorized by this permit if thaI work would violate the "take" restrictions set forth at 16 U.S.C. §1538, 50 C.F.R. § 17.21, 50 C.F.R. § 17.31, 50 C.F.R. §223 and 50 C.F.R. §224. 5. Fees due: Enforcement. The King County Code states that fees associated with the review and inspection of projects requiring permit applications are due at the time of application for service, or within fifteen days of receipt of an invoice from King County's Department of Development and Environmental Services (DOES) staling that currently hourly rates are due. DOES may require a deposit of between twenty to eighty percent of the total cost of the review and inspection of a permit application at the time of application. Failure to pay fees in a timely manner is a civil violation. It is King County's policy to take enforcement action including, but not limited to, the issuance of a Notice and Order andlor Stop Work Order, when an applicant has violated the King County Code by failing to pay fees when due. By accepting issuance of this pennit, the applicant acknowledges that if he/she fails to pay fees when due, DOES may bring a code enforcement action to recover unpaid fees. 01116/2008 BF]RMCRDI ,....D ~ King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 Permit Number: Date Issued: Expiration Date: Perm it Status: B05F0608 10/13/2005 07/18/2009 EXTENDED FIRE INSPECTION RECORD CARD New Construction Fire Inspection 24-Hour Request Line New Construction Fire Inspection General Information 1-888-546-7728 (206) 296-6630 APPROVALS: (Followed by 3-digit inspection codes for use with the Inspection Request Line) ,. Placem~nt -Tank (291) 2. Device Placement (259) 3. Nozzle/Head Placement (283) 4. FlowfTrip Test (273) By: ______ _ By: -------By: _____ _ By: _____ _ 5. Device/Panel Test (261) 6. Flush Test (274) 7. Run Test (191) 8. Pressure Test (168) By: By: ______ _ By:_ By: ______ _ 9. Insulation Cover (280) 10. Rack/Pile Inspection (298) 11. Emergency Shut Off (067) 12. Underground (235) By: ______ _ By: ------By: __ _ By: ______ _ 13. HydranUWatermain (245) 14. Other (134) 15. Final Acceptance (077) By: ______ _ By: ------- By: ______ _ ... / Notes: .. ALL PERMITS: a) Responsibility for structure compliance with the provisions of the applicable King County Codes and for maintenance of the building rests exclusively with the permit Applicants, their Agents and the Property Owners. b) King County inspections of the structure and real property are spot checks designed to foster and encourage compliance with current codes. Final approval/acceptance is valid only when Item #15 is initialed and dated by King County authorized personnel. c) The Owner/Applicant's copy of any applicable manufacturer's installation instructions, the approved set of plans, and the permit shall be available at the time of inspection. 01/15/2008 soc I'.ft Department of Development D and Environmental Services Klog County 900 Oakesdale Ave SW Renton, Washington 98057-5212 August 13, 2008 Summary of Charges and Payments Page 1 of 1 .... ,_ ... ,---,. --------------, ----------------------------~-- Applicant: LAFORTUNA TOWN HOMES LLC 17818 NE 116TH ST. Activity Number: Project Number: ---------------- B05F0608 B07L0478 REDMOND, W A 98052 Development Number: Description Bldg FireSystem Insp Bldg FireSystem Review Counter Service Fees FMO Counter Service Fee Fire Extension Issuance Counter Fee SUB TOTAL CHARGES: I'a: 1l1cnts Description Check # Checklogid Check 2760 87787 Suspense Account 2880 99684 SUB TOTAL PAYMENTS: BALANCE: Perm it Type: Status: Payee SOOS CREEK WATER & SEWER DISTRICT SOOS CREEK WATER & SEWER DISTRICT FlREPERM , , EXTENDE~ Date Entered 10/6/2005 10/5/2006 Amount $359.32 $5 I 3,20 $205.28 $205.64 $513.24 $205.28 $2,001.96 Amount ($1,283.08) ($359.26) ($1,642.34) $359.62 [The fees shown above representeu,rent charges as of thisclate and are an estimate based on the information :provided to DOES at the time of application. iFor services that are rendered on an hourly basis, the cost of those services will be based on the actual hours Iworked. Hourly fees are charged at the rate in effect at the time of service, and will be billed monthly, along with lany other outstanding fees. !Fees that have been posted prior to permit issuance will be collected at that time. Fees subsequently posted will be ibilled to the applicant. All fees must be paid in full before DOES issues Final Approval, T.C.O. or C.O. ------------ '8 King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Permit Number: Date Issued: Expiration Date: Permit Status: Construction Permit Permit Type, Subtype: FIREPERM, HYDRANT Title: TBD Description: WATERMAIN/3 HYDRANTS Location: Temp: 17520 127th Ave SE List of Parcels: 073900-0020 Site Address: Valuation: $0.00 Applicant Name: LAFORTUNA TOWN HOMES LLC Comments and Conditions B05F0608 10/13/2005 1011312006 ISSUED l. Work Subject to Approved Plans and Conditions. Work authorized by this permit is subject to the approved plans and corrections shown thereon and the attached conditions of permit approval. Failure to comply with all conditions once construction is begun may necessitate an immediate work stoppage until such time as compliance with the stipulated conditions is attained. 2. Posting on the job site. This permit must be posted on the job site at all times in a visible and readily accessible location. 3. Scheduling Inspections. Inspection requests for residential, commerciaVmultifamily, and new construction ftre permits may be scheduled by calling the DOES Voice Inspection Line at 1-888-546-7728. This request line is available 24 hours a day, 7 days a week for your convenience. inspection requests must be called in prior to 3:00 pm, M-F to appear on the schedule for the following business day. [nspectors are available by phone M-F, 7:30 am to 8:30 am only at 206-296-6630. Scheduling and inspector availabliIity is subject to approved holidays. You may obtain inspection results by calling the DOES Voice Inspection Line, reviewing the inspection information left on site, or contacting the inspector of record. You may obtain general inspection information M-F, 7:30 am to 4:30 pm at206-296-6630. 4. Expiration. Please note the expiration date on this permit located in the upper right comer. A permit may be extended or renewed in accordance with the King County Code only if a request to do so is received at least 30 days prior to theexpiration date. 5. Compliance with State and Federal laws and the Endangered Species Act. The applicant is responsible for making a diligent inquiry regarding the need for concurrent state or federal permits to engage in the work requested under this permit, and to obtain the required permits prior to issuance of this permit. It is understood that the granting of this permit shall not be construed as satisfYing the requirements of other applicable Federal, State or Local laws or regulations. In addition this permit does not authorize the violation of regulations. In addition, the granting of this permit does not authorize the violation of the Endangered Species Act as set forth at 16 U.S.C. § 1531-1543, including the prohibition on the "take" of threatened or endangered species. "Take" is deftned at 16 U.S.C. § 1532(19). It is the applicants sole responsibility to determine whether such "take" restrictions would be violated by work done pursuant to this permit, and is precluded by Federal Law from undertaking work authorized by this permit if that work would violate the "take" restrictions set forth at 16 U .S.C. § 1538, 50 C.F.R. §17.21,50C.F.R. §17.31,50C.F.R. §223and50C.F.R. §224. 6. Fees due: Enforcement. The King County Code states that fees associated with the review and inspection of projects requiring permit applications are due at the time of application for service, or within ftfteen days of receipt of an invoice from King County's Department of Development and Environmental Services (DOES) stating that currently hourly rates are due. DOES may require a deposit of between twenty to eighty percent of the total cost of the review and inspection of a permit application at the time of application. Failure to pay fees in a timely manner is a civil violation. It is King County's policy to take enforcement action including, but not limited to, the issuance of a Notice and Order andlor Stop Work Order, whenan applicant has violated the King County Code by failing to pay fees when due. By accepting issuance of this permit, the applicant acknowledges that if he/she fails to pay fees when due, DOES may bring a code enforcement action to recover unpaid fees. 10/2612004 INSPECTORS COPY BP]RMSOFT soc ® King County Department of Development and Environmental Services 900 Oakesdale Ave SW Renton, Washington 98055-1219 October 13, 2005 Summary of Charges and Payments Applicant: LAFORTUNA TOWN HOMES LLC 17818 NE 116TH ST. Activity Number: Project Number: Page 1 of 1 B05F0608 B05F0608 REDMOND, W A 98052 Development Num ber: Charges Description Bldg FireSystem Insp Bldg FireSystem Review Counter Service Fees Issuance Counter Fee SUB TOTAL CHARGES: PaYments , Description Check # Checklogid Payee Permit Type: Status: Check 2760 87787 SOOS CREEK WATER & SEWER DISTRICT SUB TOTAL PAYMENTS: BALANCE: FIREPERM ISSUED Date Entered 10/6/2005 Amount $359.32 $513.20 $205.28 $205.28 $1,283.08 Amount ($1,283.08) ($1,283.08) ($0.00) The fees shown above represent current charges as of this date and are an estimate based on the information provided to DOES at the time of application. For services that are rendered on an hourly basis, the cost of those services will be based on the actual hours worked. Hourly fees are charged at the rate in effect at the time of service, and will be billed monthly, along with any other outstanding fees. Fees that have been posted prior to permit issuance will be collected at that time. Fees subsequently posted will be billed to the applicant. All fees must be paid in full before DOES Issues Final Approval, T.C.O. or C.O. soc King County ® Department of Development and Environmental Services 900 Oakesdale AYe S W Renton, Washington 98055-1219 October 4, 2006 Applicant; LAFORTUNA TOWN HOMES LLC 17818 NE 116TH ST. REDMOND, WA 98052 CharllCS Description Bldg FireSystem Insp Bldg FireSystem Review Counter Service Fees FM 0 Counter Service Fee Fire Extension Issuance Counter Fee SUB TOTAL CHARGES: Description Check # Checklogid Payee Activity Number: Project Number: Development Number: Permit Type: Status: Page 1 of 1 B05F0608 B05F0608 FIREPERM EXTENDED Amount $359.32 $513.20 $205.28 $102.64 $256.62 $205.28 $1,642.34 Check 2760 87787 SOOS CREEK WATER & SEWER DISTRICT Date Entered 10/6/2005 Amount ($1,283.08) SUB TOTAL PAYMENTS: ($1,283.08) BALANCE: $359.26 ;The fees shown above represent current charges as of this date and are an estimate based on the information !provided to DOES at the time of application. IFor services that are rendered on an hourly basis, the cost of those services will be based on the actual hours ,worked. Hourly fees are charged at the rate in effect at the time of service, and will be billed monthly, along with [any other outstanding fees. I I 'I'Fees that have been posted prior to permit Issuance will be collected at that time. Fees subsequently posted will be I ,bi~ed t':.I!'~."~!,licant. All f~~_~IJ~t..~~.!'aid I~ full bel_ore DOES issues Final Approval, ~E:?' or C.O. ! ·8 King County Permit Number: B05F0608 Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Inspection Record Card Commercial & Fire Inspection Residential Inspection General Inspection Information 24-Hour Request line 1-888-546-7728 1-888-546-7728 (206) 296-6630 Note: Approved plans and this Inspection Record Card must be on the job site for all requested inspections. EROSION CONTROL DEVICES SHALL BE IN PLACE PRIOR TO AND DURING CONSTRUCTION APPROVALS: (followed by inspection codes for use with the DOES Voice Inspection Line) 1. Foundation __ Footings (086) __ Walls (089) By: ______ _ 5. HVAC (282) By:: ______ _ Notes: ALL PERMITS: 2. Under Floor (300) 3. Exterior Shear (200) By:. ______ _ By:. _____ _ 6. Fire Inspection (266) 7 .. _____ _ By:. ______ _ By:: _____ _ 4. OK to Enclose Framing (090) By: _____ _ 8. Final' (075) By: ______ _ a) Responsibility for the building's compliance with the provisions of the applicable King County Codes and for maintenance of the building rests exclusively with the permit applicants and their agents and the property owners. b) King County's inspection of the building and real property are spot checks designed to foster and encourage compliance with the applicable codes. Neither the approvals above nor the issuance of a Certificate of Occupancy guarantees or assures compliance with all applicable codes. c) The owne(s copy of any applicable manufacturer's installation instructions shall be available to the inspector at the time of inspection. 'SINGLE FAMILY PERMITS: Permission to occupy structures for residential use is authorized upon approval of inspection number 8 (Final). COMMERCIAUMUL TI-FAMIL Y PERMITS: No occupancy of commercial or multi· family structures is permited until a separate "Certificate of Occupancy" has been issued. 11/15/2004 .;jj;2-/o r ¥ ~~ IJ£ZU!J P /~ 5i~~~ 9 ~ fVy ~ h-t-;r£oB Liconsee: KING COUNTY~ WA II_ ISliP HOWES Addt."l ~TTN GREG PRENDEAGEST , Addt ... Z IPD BOX 751 Addt=J l"'A~lAND "'A Addt ... 41 Ef>:>ne ,: 1~.25=.82;:;2".9;;';20"'7;---- EM" IGAEG@GWPHOWES.COI4 Dd:~ 1{!·V:I?!?lJO? NO'''", I Tuesday, Feb 12, 2008 08:47 AM User: Rubalcabav Computer: DE235347 Os: Windows NT Version: 5.1 V'iIHJ\"li :J PIlITIafYName: pc ~2rl ------------ '® King County Department of Development and Environmental Services uS~eg~ Permit Number: B05F0608 Date Issued: 10/13/2005 Expiration Date: 10/13/2007 Permit Status: EXTENDED 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Construction Permit ~ [)tt t', ~ 350 .ft-b .. ' c...e.- .~~ ll\~{1 Permit Type, Subtype: FIREPERM, HYDRANT Title: TBD -1ST EXT Description: WATERMAIN/3 HYDRANTS Location: Temp: 17520 127th Ave SE List of Parcels: 073900-0020 Site Address: Valuation: $0.00 Applicant Name: LAFORTUNA TOWN HOMES Comments and Conditions 1. Work Subject to Approved Plans and Conditions. Work authorized by this permit is subject to the approved plans and corrections shown thereon and the attached conditions of permit approvaL Failure to comply with all conditions once construction is begun may necessitate an immediate work stfage ]P'til such time as compliance with thi?tiPulated conditions is attained. <=; 111 P N/::U) c:u"'-.. Y 2. Posting on the job site, This permit must be posted on the job ite at all times in a visible and readily accessib e location. 3. Scheduling Inspections. Inspection requests for residential, commercial/multifamily, and new construction fire permits may be scheduled by calling the DDES Voice Inspection Line at 1-888-546-7728. This request line is available 24 hours a day, 7 days a week for your convenience, Inspection requests must be called in prior to 3:00 pm, M-F to appear on the schedule for the following business day. Inspectors are available by phone M-F, 7:30 am to 8:30 am only at 206-296-6630. Scheduling and inspector availablility is subject to approved holidays, You may obtain inspection results by calling the DDES Voice Inspection Line, reviewing the i " formation left on site, or contacting the inspector of record. You may obtain general ins IOn I ati ·F, 7:30 am to :30 pml~ljI<lio!""'lIIIi!lQ .... 4, li:xpirali ease n te t e expi n date on this permi ed in the upper right er. A permit may be extended or renewe . accordance wit1.Jrhe ~ing C~tyZde ~m~ if a request to do so is received at ast 30 days prior to theexpiration date. '-,(yJ fttl!.ld) II t; b J(' 5, C mpliance W«~ State and Federa aw and the Endangered Species Act. The applicant is respons for making a dilige iry r arding the nee concurrent state or fede al rmits to Flte in the Wmrequested und this permit, andtoo ainthe eaPermits io nceofthispe it isunderD'" f~r f 0rtspermi shall not be constr d as sati fy ng e requir ents r able e , tate or 0 I sins. In ddition this pe t does not t ri the vio I add', granting 'p t es ot thorize he violation of e Endanger Species Act as set forth at 16 U. . § 1531-154 including the prohl itio on the" e" 0 threatened or e angered spec es. "Take" is defined at 16 U.S.C 1532(19). It is the applicants sole responsibility to ermine whether s h "take" restrictions would be violated by work done pursuant this permit, and is reclude Federal Law from un rtaking work orized by this pe that work would v' e e "take" restri . s at 16 U.S,c. §1538, 50 C.F, ? C. ,R. §17.31, ,F.R. 23 and 5 ... §224. ___ ~ 6. Fees due: Enforce ing County states that fees associated with the review and inspection of projects requiring permit applications are due at the time of application for service, or within fifteen days of receipt of an invoice from King County's Department of Development and Environmental Services (DDES) stating that currently hourly rates are due. DDES may require a deposit of between twenty to eighty percent of the total cost of the review and inspection of a permit application at the time of application. Failure to pay fees in a timely manner is a civil violation, It is King County's policy to take enforcement action including, but not limited to, the issuance of a Notice and Order andlor Stop Work Order, when an applicant has violated the King County Code by failing to pay fees when due. By accepting issuance of this permit, the applicant acknowledges that if helshe fails to pay fees when due. DDES may bring a code enforcement action to recover unpaid fees. 10/2612004 BP]RMCARD I •• I • , , J • ~ • .. ~ • .. .. -. ,...J .. ,. • I I • I - . " Cl)' . 1 \,.) . , .. .-1 . I , .\ • . ' , ",i 05/07/2003 11:35 4L~/4/i:::i:Jbl GEOTECH CONSULT ANTS, INC. K-Best Construction dba BY Properties, LLC P.O. Box 1790 Snohomish, Washington 98291 Attention: Karl Best 13256 Nort:hc'l.~t 20[h Street, Suire 16 Bcl.lcvue, Wa.~hing:ton 98005 (425) 747·5618 FAX (425) 747-856l May 7,2003 IN 03121 Subject Geotechnical Foundation Considerations for Buildings La Fortuna Residential Development 172lOC -127th Avenue Southeast King County, Washington DOES Project No. B03DC001 Dear Mr. Best: via facsimife (425) 397-0739 We understand that King County has requested general geotechnical foundation considerations related to the proposed residential buildings. Our previous geotechnical engineering report addressed the two storm detention vaults that will be constructed as a part of the development. The test pits conducted in the vault areas encountered medium-dense native soils 4 to 6 feet below the existing grade, with dense conditions at depths of 7 to 9 feet. The vautls need to be excavated down to the dense soils for a high bearing capacity. However, the medium-dense native soils are suitable to support conventional foundations for the planned buildings. The footing excavations for the proposed buildings will need to extend through any fill or loose soils to reach the bearing soils. Overexcavations necessary to reach bearing soils could be backfilled with imported granular structural fill. On-site soils should not be reused as structural fill beneath the footings, and likely would not be acceptable for use as underslab fill unless they are extensively dried before placement and are compacted in dry conditions_ An allowable bearing capacity of 2,500 pounds per square foot (psI) can be assumed for the design of the building foundations. The depth to bearing soils will likely vary over the site. A representative of our firm should be present at the time of foundation excavation to verify that suitable soils are exposed. Additionally, we will need to conduct density tests on any fill placed beneath the structures, as the fill is being laid and compacted. Structural fill located within a 1:1 (Horizontal:Vertical) influence zone of the buildings should be compacted to at least 95 percent of the maximum Modified Proctor (ASTM D- 1557) dry density_ rm rn©rnowrn 10' MAY 292003 ~ K.c. D.D.E.S. 05/07/2003 11:3~ K-6est Construction May 7,2003 UL-U I '-'-" , IN 03121 Page 2 If you have any questions, or if we may be of further service, please do not hesitate to contact us. Respectfully submitted, GE~;~~~~!~TANTS, INC. IEXPIRES 101251""3 I Marc R. McGinnis, PE Principal cc: D.R. Strong Consulting Engineers -Jeremy Febus via facsimile: (425) 827-2423 MRM: esm GEOTECH CONSULTANTS. INC. GEOTECH CONSULTANTS. INC. K-Best Construction dba B.Y. Properties, LLC P.O. Box 1790 Snohomish, Washington 98291 Attention: Karl Best Subject: Geotechnical Engineering Study Proposed Detention Vaults 172xx -127th Avenue Southeast King County, Washington Dear Mr. Best: 1325h Northeast 201h Slreet. Suite 16 Bellevue. W.'h"hington 98005 1425) 747-561 R FAX (425) 747-8561 April 15, 2003 IN 03121 We are pleased to present this geotechnical engineering report for the proposed detention vaults to be constructed as a part of the planned residential development in King County, Washington. The scope of our work consisted of exploring site surface and subsurface conditions, and then developing this report to provide recommendations for general earthwork and design criteria for vault foundations and walls only. Our scope of services did not include providing geotechnical recommendations for the remainder of the proposed development. This work was authorized by your acceptance of our proposal, P-6022, dated March 4, 2003. We were provided with a site plan and drainage plan of the proposed development, and storm drainage details. D.R. Strong Consulting Engineers prepared these plans, which are dated January 16, 2003. Based on these plans and conversations with Jeremy Febus of D. R. Strong Consulting Engineers, we understand that detention vaults will be constructed on the north and south portions of the property. The north vault will extend under the main site entrance, and the proposed on-grade parking next to the entrance. This vault will be located approximately 15 feet from the northern property line with an approximate finish floor elevation of 376 feet. Cuts of up to 12 feet are anticipated to reach the planned excavation bottom. The south vault will be located in the recreation space, approximately 5 feet from the southern property line, with an approximate finish floor elevation of 381 feet. Cuts of up to 10 to 11 feet are anticipated to reach the planned excavation bottom for this vault. 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 L-shaped site is located at the southern terminus of 127th Avenue Southeast, between Southeast 172nd Street and Petrovitsky Road, whiCh is also known as Southwest 176th Street, in unincorporated King County. The site is currently undeveloped and is heavily forested. A gravel road bisects the property in a GEOTECH CONSULTANTS, INC. K-Best Construction April 15, 2003 IN 03110 Page 2 north-south direction. 80th the western half and central portions of the property are designated on the plans as wetland areas and classified as Wetland "A" and "8", respectively. The areas to the east and west of the property are forested. Single-family residences border the property to the north and south. SUBSURFACE The subsurface conditions in the proposed vault areas were explored by excavating four test pits at the approximate locations shown on the Site Exploration Plan, Plate 2. Our exploration program was based on the proposed construction, antiCipated subsurface conditions and those encountered during exploration, and the scope of work outlined in our proposal. The test pits were excavated on April 3, 2003 with a trackhoe. A geotechnical engineer from our staff observed the excavation process, logged the test pits, and obtained representative samples of the soil encountered. "Grab" samples of selected subsurface soil were collected from the trackhoe bucket. The Test Pit Logs are attached to this report as Plates 3 and 4. Soil Conditions The test pits encountered 2 to 6 feet of topsoil and loose silty fill overlying native, medium- dense silty sand and sandy silt. The native soils are underlain by very dense silty sand at a depth of 8 to 11 feet below existing grade. We noted that the soils exposed in the test pits were generally very moist to wet. Heavy caving was observed in the fill in one of the test pits. The four test pits were excavated to a maximum explored depth of 11 to 13 feet below existing grade. Although our explorations did not encounter cobbles or boulders, they are often found in soils that have been deposited by glaciers or fast-moving water. The depths of soil layers, including topsoil, that are indicated on the logs are approximate. More exact definition of soil unit thicknesses would require more explorations. Groundwater Conditions Groundwater seepage was observed at a depth of 1 to 3 feet in the test pits. Heavy caving was observed in the top 5 feet of Test Pit 3 where we observed an old drain line. The observed seepage appears to be groundwater that is perched above the dense to very dense soils. The test pits were left open for only a short time period. Therefore, the seepage levels on the logs represent the location of transient water seepage and may not indicate the static groundwater level. It should be noted that groundwater levels often vary seasonally with rainfall and other factors. We anticipate that groundwater could be found in more permeable soil layers and between the near-surface weathered soil and the underlying denser soil. The final logs represent our interpretations of the field logs and laboratory tests. The stratification lines on the logs 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. The relative densities and moisture descriptions indicated on the test pit logs are interpretive descriptions based on the conditions observed during excavation. GEOTECH CONSULTANTS, INC. K-Best Construction April 15, 2003 JN03110 Page 3 The compaction of backfill was not in the scope of our services. Loose soil will therefore be found in the area of the test pits. If this presents a problem, the backfill will need to be removed and replaced with structural fill during construction. 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 REL YING ON THIS REPORT SHOULD READ THE ENTIRE DOCUMENT The test pits conducted in the proposed detention vaults encountered dense to very dense silty sands from 8 to 11 feet below existing grade. Based on our findings, it is our opinion that the proposed vaults can be supported by conventional foundations bearing on these dense native soils. Due to the moisture sensitivity of the soils, and the likely presence of seepage in the excavation, we recommend that the base of the excavation be covered with 4 to 6 inches of quarry spalls or railroad ballast. One of the primary geotechnical issues for the proposed site development is the relatively large excavation that will be necessary for the detention vaults. We anticipate that temporary cuts of up to 12 feet are expected to reach the planned excavation bottoms for the two vaults. It appears that adequately sloped temporary cuts for the northern vault can be made within the property boundaries. However, the southern vault is shown to extend within approximately 5 feet of the south property line. If an excavation easement cannot be obtained from the adjacent southern property owners or the vault cannot be moved away from the property line, then shoring will be required to reach the planned excavation bottom, It appears that the remaining three sides of this excavation can be made within the property boundaries. The fine-grained silty soils are sensitive to moisture, which makes them impossible to adequately compact when they have moisture contents even 2 to 3 percent above their optimum moisture content. In their current condition, the on-site native soils were above their optimum moisture content. The topsoil and silt are unacceptable for use as structural fill or wall backfill. The reuse of the silty sand as structural fill to level the site or backfill the vault walls will only be successful during hot, dry weather. Aeration of each loose lift of soil will be required to dry it before the lift is compacted. Alternatively, the soil could be chemically dried by adding lime, kiln dust, or cement, provided this is allowed by the building department. Regardless of the method of drying, the earthwork process will be slowed dramatically. The earthwork contractor must be prepared to rework areas that do not achieve proper compaction due to high moisture content. Improper compaction of backfill is a common reason for settlement and distress in pavements, sidewalks, slabs, or utilities supported on the backfill. Imported granular fill will be needed wherever it is not possible to dry the on-site soils sufficiently before compaction. We recommend including this report, in its entirety, in the project contract documents. GEOTECH CONSULTANTS, INC. K-Best Construction April 15, 2003 SEISMIC CONSIDERA TlONS JN03110 Page 4 The site is located within Seismic Zone 3, as illustrated on Figure No. 16-2 of the 1997 Uniform Building Code (UBC). In accordance with Table 16-J of the 1997 UBC, the site soil profile within 100 feet of the ground surface is best represented by Soil Profile Type Sc (Very Dense Soil). The dense soils that will support the vault foundations are not susceptible to seismic liquefaction because of their dense nature. CONVENTIONAL FOUNDATIONS The proposed vaults can be supported on conventional footings bearing on undisturbed, dense native soil. We recommend that continuous and individual spread footings have minimum widths of 16 and 24 inches, respectively. Footings should also be bottomed at least 18 inches below the lowest adjacent finish ground surface. Footing subgrades must be cleaned of loose or disturbed soil prior to pouring concrete. Depending upon site and equipment constraints, this may require removing the disturbed soil by hand. An allowable bearing pressure of 5,000 pounds per square foot (psf) is appropriate for footings supported on competent native soil. A one-third increase in this design bearing pressure may be used when considering short-term wind or seismic loads. For the above design criteria, it is anticipated that the total post-construction settlement of footings founded on competent native soil will be about less than one inch, with differential settlements on the order of one-quarter inch in a distance of 50 feet along a continuous footing with a uniform load. Lateral loads due to wind or seismic forces may be resisted by friction between the foundation and the bearing soil, or by passive earth pressure acting on the vertical, embedded portions of the foundation. For the latter condition, the foundation must be either poured directly against relatively level, undisturbed soil or be surrounded by level structural fill. We recommend using the following ultimate values for the foundation's resistance to lateral loading: PARAMETEI~ ULTIMATE VALUE Coefficient of Friction 0.50 Passive Earth Pressure 350 pet Where: (i) pef is pounds per cubic foot, and (ii) passive earth pressure is computed using the equivalentfluid density. If the ground in front of a foundation is loose or sloping, the passive earth pressure given above will not be appropriate. We recommend maintaining a safety factor of at least 1.5 for the foundation's resistance to lateral loading. when using the above ultimate values. GEOTECH CONSULTANTS. INC. K-Best Construction April 15, 2003 VAULT WALLS JN03110 Page 5 Retaining 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 backfill: PARAMETER VALVE At Rest Earth Pressure * 60 pel Passive Earth Pressure 350 pcf Coefficient of Friction 0.50 Soil Unit Weight 135 pel Where: (i) pet is pounds per cubic foot, and (ii) at rest and passive earth pressures are computed using the equivalent fluid pressures. The values given above are to be used to design permanent vault walls that are restrained at the top by the vault's lid. The passive pressure given is appropriate for the depth of level structural fill placed in front of a retaining wall only. The values for friction and passive resistance are ultimate values and do 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. 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 foundations will be exerted on the walls. If these conditions exist, those pressures should be added to the above lateral soil 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 typical traffic loads behind a wall can be accounted for by adding a uniform pressure equal to 2 feet multiplied by the above active fluid density. A higher surcharge pressure would be appropriate if fire truck outriggers could bear behind the walls. 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 in 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. Detention Vault Backfill Generally, backfill placed behind retaining walls 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 25 and 70 percent. The silty, on-site soils are not free-draining. If they are used as backfill, a minimum 12-inch width of free-draining gravel should be placed against the walls. This gravel should extend down to the footing drains. GEOTECH CONSULTANTS, INC. K-Besl Conslruclion April 15, 2003 JN03110 Page 6 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 sailor 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. Backfill placed behind walls should be compacted to at least 90 percent of the maximum Modified Proctor (ASTM D-1557) dry density. The building department may require more stringent compaction of backfill that will support utilities, pavements or other on-grade elements. EXCAVATIONS 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 soil, 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 A for the dense, silty sands, and Type B for the near-surface soils. Therefore, temporary cut slopes greater than 4 feet in height cannot be excavated at an inclination steeper than 0.75: 1 or 1: 1 (Horizontal:Vertical) in the two soils types, respectively. As discussed in the General section, shoring could be necessary for the south side of the southern vault. Flatter cut slopes and/or drainage measures may be needed if seepage causes instability in the cuts. The above-recommended temporary slope inclinations are based on what has been successful at other sites with similar soil conditions. 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. 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. Water should not be allowed to flow uncontrolled over the top of any temporary or permanent slope. Also, all permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve the stability of the surficial layer of soil. VAULT DRAINAGE CONSIDERATIONS Foundation drains should be used around the outside of the vaults, above their dead storage water levels. These drains should consist of minimum 4-inch-diameter perforated PVC pipe surrounded by at least 6 inches of 1-inch-minus, washed rock and then wrapped in non-woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). Plate 5 depicts a typical footing drain detail. Heavy groundwater was observed during our field work. Where seepage is encountered in an excavation, it can be drained by pumping from sumps interconnected by shallow, rock-filled connector trenches at the bottom of the excavation. GEOTECH CONSULTANTS, INC. K-Best Construction April 15, 2003 LIMITATIONS IN 03110 Page 7 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 test pits 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 test pits. Subsurface conditions can also vary between exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly 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 all projects. This report has been prepared for the exclusive use of K-8est Construction, B. Y. Properties, LLC, and their representatives, for specific application to this project and site. Our recommendations and conclusions are based on observed site materials and selective laboratory testing. 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 desig n. ADDITIONAL SERVICES 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 star! 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. Subsequent consultation and testing services during the design and construction phase would be charged on a time-and-materials basis in accordance with terms and conditions of our attached schedule of fees and general conditions. This work often includes a review of the geotechnical aspects of the plans and interaction with the architect, civil engineer, and structural engineer. Also, it may involve geotechnical observation and testing services during the construction phase, which would also be charged on a time-and-materials basis. Unless otherwise notified by the owner, we would assume that your acceptance of this proposal is also authorization to consult with the design team as required on a time-and-materials basis. During the construction phase, we will provide geotechnical observation and testing services only when requested by you or your representatives. We can only document site work that 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. GEOTECH CONSULTANTS, INC. K-Best Construction April 15, 2003 The following plates are attached to complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plates 3 - 4 Test Pit Logs Plate 5 Footing Drain Detail JN03110 Page 8 We appreciate the opportunity 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. Respectfully submitted, GEOTECH CONSULTANTS, INC. ~" Gerry D. Bautista, Jr. Geotechnical Engineer 0%/ /t.oO$ ~IE-X-P-IR-~--~1~O~I~2-5-1~-oo---'~I Marc R. McGinnis, P.E. Principal cc: D.R. Strong Consulting Engineers -Jeremy Febus Via facsimile: (425) 827-2423 GDBIMRM: esm GEOTECH CONSULTANTS, INC. GEOTECH CONSULTANTS, INC. + r---:;~ " 5E 1\ ]I\: C; + (Source: The Thomas Guide, King Counly, W:lshlngfim, 1998) VICINITY MAP 172xx -127th Avenue Southeast King County, Washington I Job No-03121 I &I::'ril 2003 / /Ptlle: w en ai ~ ~ ... ..... N ..... A m ~ ",' .._ .. -.. _ .. -.. -.~. -" -"-.. _ .. _. '-' '-" "\ .. -" _ .. -.. -~ .. -.. _ .. r-"." •• " .. " •• " .. " •. -- North W~~ I \ ~ \\ \ 390 . I South Catchment Detention Vautt / /' ! ~ \ I 1 \ L •• _ •• _ •• _ •• _ •• _ •• _ •• _ •• _ •• _ •• _ •• _ •• _ •• , L ... _._-.. _ .. _ .. -.. _-,""\"._ .. ., \ \. t ! -~ \ \ , , '" \ \ \ \ 'I '1... •• _ •• _ •• ...;. .... _ •• _ •• -•• -•• _. GEOTECH CONSULTANTS, INC. \ SITE EXPLORATION PLAN 172xx -127th Avenue Southeast King County, Washington ~" , . L.... _____ ~ ___ y _______ ..... I Job N':{3121 IIhrI:;;ri12003 I No Scale I PIIilte: 2 I ---- 5 -- ~ ~ ~ 10 r.- ~ r-... ~ 15 '-- ----5r.- r- r- r- r- , 10 r--m = 12.6% .. ---15- ~jl 'Y TEST PIT 1 Description Topsoil f-;;LL Gray, gravelly, silty SAND, fine-to medium-grained, moist, medium-dense (FILjJ ---~~~--~-----------------------------------------------r-' Old Topsoil FILL? Gray, gravelly, silty SAND, fine-to medium-grained, very moist, medium-dense . (FILL?) • :11:[1': Brown/gray, gravelly, silty SAND, fine-to medium-grained, very moist, medium-ltli l ,:: dense :::. :1:: iSM' ::lHI :, T :1: : -becomes very dense "I •• 1: i • Test Pit was terminated at 13 feet on April 3, 2003. • Groundwater seepage was observed at 3 feet during excavation. • No caving was observed during excavation. TEST PIT 2 FILL Gray, gravelly, silty SAND, fine-to medium-grained, mOist, medium-dense (FILL) .Y III'IJI': O~a~~;lbrown, silty SAND, fine-to medium-grained, very moist to wet, medium-.. :1., dense :: :1: :1: I: iii,: IR~: -becomes brown/gray, gravelly : SM : ':r 'IH -becomes dense : : : :' 1:[ .. tlil '1 lili l I! 'I. 1':11: : • Test Pit was terminated at 12 feet on April 3, 2003. • Heavy groundwater seepage was observed at 2 feet during excavation. • No caving was observed during excavation. GEOTECH CONSULTANTS, INC. ')",,~t;~~?-~~~~~ TEST PIT LOGS 172xx -127th Avenue Southeast King County, Washington Job No: I Date: I Logged by: I Plate: 03121 Apr. 2003 GOB 3 l- I- .1- I- Sf- I- ~= 187% ... 10- ,.... --- 15- l- I- l- I- 51-- l- I--... 10 '------ 15- ~jl TEST PIT 3 Description Brown/gray, gravelly, silty SAND, fine-to medium-grained, moist, loose (FILL) FILL y I---fcc--------,--c-.,.-----c-----.------cc ~------------ FILL Gray, sandy GRAVEL, saturated, loose (FILL) PiJ,1' Brown/gray, sandy SILT, non-plastic, very moist, medium-dense ML TrriI! !rf~:1 Brown/gray, silty SAND, fine-to medium-grained, very moist, very dense • Test Pit was terminated at 11 feet on April 3, 2003. • Heavy groundwater seepage was observed at 3 feet during excavation. • Heavy caving was observed between 0 and 5 feet during excavation. TEST PIT 4 Description old TopJioi .1'1, ,Ill, Gray, silty SAND. fine-to medium-grained, very moist, medium-dense 1:\" II: :1: 111G -becomes brown/gray : 8M )fTIl'f -becomes gray, very dense 'I" 111 :1:11:1::lli1i ,/:/:I;!;!:!: • Test Pit was terminated at 12 feet on April 3, 2003. • Heavy groundwater seepage was observed at 1 foot during excavation. • No caving was observed during excavation. GEOTECH CONSULTANTS, INC. ~~l~y--~-==:o!!!!!!!!"" TEST PIT LOGS 172xx -127th Avenue Southeast King County, Washington Job No: 1 Date: I Logged by: IPlate: 03121 Apr. 2003 GOB 4 - Slope backfill away from foundation. Provide surface drains where necessary Backfill (See text for requirements) Tightline Roof Drain (Do not connect to footing drain) c o ;: ~ Vapor Retarder Washed Rock (7/8" min. size) Nonwoven Geotextile Filter Fabric ; or Barrier j :r 1----------------; SLAB 6" min . NOTES: .L-_--=s ........ ""I"I'lI '---4" Perforated Hard PVC Pipe (Invert at least 6 inches below slab or crawl space. Slope to drain to appropriate outfall. Place holes downward.) Free-Draining Gravel (if appropriate) (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. GEOTECH CONSULTANTS, INC. FOOTING DRAIN DETAIL 172xx -127th Avenue Southeast King County, Washington fob No: 03121 I bate: Apr. 2003 I Scale: I Plate: Not to Scale 5 Der;lrtillent of Del'cloplll'..'1ll and Envirollmental Services Land Use Services Division Notice of Decision 900 Oilkesd:lle A\'enue Soulllw<;!st Renton, Washmgron 98055-1219 (SEPA THRESHOLD DETERMINATION) File No.: B03DCOOI La Fortuna Townhouses DDES SEPA Planner: Angelica Velasquez Telephone No.: 206-296-7136 Applicant: Karl Best Project Location: Project Description: Permits Requested: La Fortuna LLC PO Box 1790 Snohomish, WA 98291 425-238-9831 Generally 150 feet south of SE 172 nd Street and east of 127'" Ave SE. Construction of a 41-unit residential development with associated parking and landscaping. Commercial Building Permit SEPA Threshold Determination: Mitigated Determination of Non-Significance (MDNS) issued May 19, 2004 Comment/Appeal Procedure: This Mitigated Determination of Non-significance (MDNS) is issued under Washington Administrative Code (WAC) 197-11-340(2); the lead agency will not act on this proposal until after June 14, 2004. Comments must be snbmitted to the Department of Development and Environmental Services by June 14, 2004, at the address below. Any appeals to this project must be submitted to King County Superior Court. Since this MDNS is for a Type I Permit, there is no King County Administrative SEPA appeal, according to King County Ordinance 14449. May 19. 2004 Dale Mailed DDES--Land Use Services Division Attn: Permit Center 900 Oakesdale A venue Southwest Renton, Washington 98055-1219 If you have any questions regarding the appeal procedures, please contact the planner at the phone number listed above. If you require this material in braille, audio cassette, or large print, call (206) 296-6600 (voice) or (206) 296-72 I 7 (TTY). Dt-rartrJH;nt of Devdopmcnr and Environmental Services Land Csc SI.:n:il:es Division Notice of Decision 900 Oakesdale A':eIlU:; Southwest Renton. Washington 98055-1219 (SEPA THRESHOLD DETERMINATION) File No.: B03DC001 La Fortuna Townhouses DDES SEPA Planner: Angelica Velasquez Telephone No.: 206-296-7136 Applicant: Karl Best Project Location: Project Description: Permits Requested: La Fortuna LLC PO Box 1790 Snohomish, W A 98291 425-238-9831 Generally 150 feet south of SE 172 nd Street and east of 127'h Ave SE. Construction of a 41-unit residential development with associated parking and landscaping. Commercial Building Permit SEPA Threshold Determination: Mitigated Determination of Non-Significance (MDNS) issued May 19, 2004 Comment! Appeal Procedure: This Mitigated Determination of Non-significance (MDNS) is issued under Washington Administrative Code (WAC) 197-11-340(2); the lead agency will not act on this proposal until after June 14, 2004. Comments must be submitted to the Department of Development and Environnlental Services by June 14, 2004, at the address below. Any appeals to this project must be submitted to King County Superior Court. Since this MDNS is for a Type I Permit, there is no King County Administrative SEPA appeal, according to King County Ordinance 14449. May 19, 2004 Dale Mailed DDES--Land Use Services Division Attn: Permit Center 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 If you have any questions regarding the appeal procedures, please contact the planner at the phone number listed above. If you require this material in braille, audio cassette, or large print, call (206) 296-6600 (voice) or (206) 296-7217 (TTY). DepartI1l<:nt or Develll;:,ment find Environ11l1'1ll~\1 Services Land Use Services Division Notice of Decision 'JL)O Oakc:sdak Avenue Southwest RenlOn, Washingtnn 98055-1211) (SEPA THRESHOLD DETERMINATION) File No.: B03DC001 La Fortuna Townhouses DDES SEPA Planner: Angelica Velasquez Telephone No.: 206-296-7136 Applicant: Karl Best Project Location: Project Description: Permits Requested: La Fortuna LLC PO Box 1790 Snohomish, W A 98291 425-238-9831 Generally 150 feet south of SE 172nd Street and east of 127'h Ave SE. Construction of a 41-unit residential development with associated parking and landscaping. Commercial Building Permit SEPA Threshold Determination: Mitigated Determination of Non-Significance (MONS) issued May 19, 2004 Comment/Appeal Procedure: This Mitigated Determination of Non-significance (MDNS) is issued under Washington Administrative Code (WAC) 197-11-340(2); the lead agency will not act on this proposal until after June 14, 2004. Comments must be submitted to the Department of Development and Envirollll1ental Services by June 14, 2004, at the address below. Any appeals to this project must be submitted to King County Superior Court. Since this MDNS is for a Type 1 Permit, there is no King County Administrative SEPA appeal, according to King County Ordinance 14449. May 19,2004 Dale Mailed DDES--Land Use Services Division Attn: Permit Center 900 Oakesdale A venue Southwest Renton, Washington 98055-1219 If you have any questions regarding the appeal procedures, please contact the planner at the phone munber listed above. If you require this material in braille, audio cassette, or large print, call (206) 296-6600 (voice) or (206) 296-7217 (TTY). Departlllt;'nt of Dcv(']opmenr anu Ellvironmellt:11 Services Land Use Services Division Notice of Decision 900 Oakesd::tk .:\\'::Ilut! Sllutll'.\'e~t Renton. Washington 98055-1219 (SEPA THRESHOLD DETERMINATION) File No.: B03DCOOI La Fortuna Townhouses DDES SEPA Planner: Angelica Velasquez Telephone No.: 206-296-7136 Applicant: Karl Best Project Location: Project Description: Permits Requested: La Fortuna LLC PO Box 1790 Snohomish, W A 98291 425-238-9831 Generally 150 feet south of SE 172nd Street and east of 127'· Ave SE. Construction of a 41-unit residential development with associated parking and landscaping. Commercial Building Permit SEPA Threshold Determination: Mitigated Determination of Non-Significance (MDNS) issued May 19, 2004 Comment/Appeal Procedure: This Mitigated Determination of Non-significance (MDNS) is issued under Washington Administrative Code (WAC) 197-11-340(2); the lead agency will not act on this proposal until after Jnne 14, 2004. Comments must be submitted to the Department of Development and Environmental Services by June 14, 2004, at the address below. Any appeals to this project must be submitted to King County Superior Court. Since this MDNS is for a Type 1 Permit, there is no King County Administrative SEPA appeal, according to King County Ordinance 14449. May 19.2004 Dale Mailed DDES--Land Use Services Division Attn: Permit Center 900 Oakesdale A venue Southwest Renton, Washington 98055-1219 If you have any questions regarding the appeal procedures, please contact the planner at the phone number listed above. If you require this material in braille, audio cassette, or large print, call (206) 296-6600 (voice) or (206) 296-7217 (TTY). Dc-parllllcnt {II' Devtlopmclll ~tnJ Environmental Savices Land Use Services Divisioll Notice of Decision 90n O:lh'~dak' I\\'':liue SQutl!west Remon, Washington 980S5-121lJ (SEPA THRESHOLD DETERMINATION) File No.: B03DCOOI La Fortuna Townhouses DOES SEPA Plauner: Angelica Velasquez Telephone No.: 206-296-7136 Applicant: Kad Best Project Location: Project Description: Permits Requested: La Fortuna LLC PO Box 1790 Snohomish, WA 98291 425-238-9831 Generally 150 feet south of SE 172 nd Street and east of 127'h Ave SE. Construction of a 41-unit residential development with associated parking and landscaping. Commercial Building Permit SEPA Threshold Determination: Mitigated Determination of Non-Significance (MONS) issued May 19, 2004 Comment/Appeal Procedure: This Mitigated Determination of Non-significance (MONS) is issued under Washington Administrative Code (WAC) 197-11-340(2); the lead agency will not act on this proposal until after June 14, 2004. Comments must be submitted to the Department of Development and Environmental Services by June 14, 2004, at the address below. Any appeals to this project must be submitted to King County Superior Court. Since this MONS is for a Type 1 Permit, there is no King County Administrative SEPA appeal, according to King County Ordinance 14449. May 19, 2004 Dale Mailed DDES--Land Use Services Division Attn: Permit Center 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 If you have any questions regarding the appeal procedures, please contact the planner at the phone number listed above. If you require this material in braille, audio cassette, or large print, call (206) 296-6600 (voice) or (206) 296-7217 (TTY). Dep::lTtment of Deve]opmem and Environmental Services Land Us/;! Services Division Notice of Decision 900 Oakesdale A venue Southwest Renton, Washington 98055"1219 (SEPA THRESHOLD DETERMINATION) File No.: B03DCOOI La Fortuna Townhouses DDES SEPA Planner: Angelica Velasquez Telephone No.: 206-296-7136 Applicant: Karl Best Project Location: Project Description: Permits Requested: La Fortuna LLC PO Box 1790 Snohomish, WA 98291 425-238-9831 Generally 150 feet south of SE 172 nd Street and east of 127"' Ave SE. Construction of a 41-unit residential development with associated parking and landscaping. Commercial Building Permit SEPA Threshold Determination: Mitigated Determination of Non-Significance (MDNS) issued May 19, 2004 Comment/Appeal Procedure: This Mitigated Determination of Non-significance (MDNS) is issued under Washington Administrative Code (WAC) 197-11-340(2); the lead agency will not act on this proposal until after June 14, 2004. Comments must be submitted to the Department of Development and Environmental Services by June 14, 2004, at the address below. Any appeals to this project must be submitted to King County Superior Court. Since this MDNS is for a Type 1 Permit, there is no King County Administrative SEPA appeal, according to King County Ordinance 14449. May 19, 2004 Dale Mailed DDES--Land Use Services Division Attn: Permit Center 900 Oakesdale A venue Southwest Renton, Washington 98055-1219 If you have any questions regarding the appeal procedures, please contact the planner at the phone number listed above. If you require this material in braille, audio cassette, or large print, call (206) 296-6600 (voice) or (206) 296-7217 (TTY). Department of Developmem and Environmental Services Land Use Services Division Notice of Decision 900 Oakesdale A venue Southwest Renton, Washington 98055-1219 (SEPA THRESHOLD DETERMINATION) File No.: B03DCOOI La Fortuna Townhouses DDES SEPA Planner: Angelica Velasquez Telephone No.: 206-296-7136 Applicant: Karl Best Project Location: Project Description: Permits Requested: La Fortuna LLC PO Box 1790 Snohomish, WA 98291 425-238-9831 Generally 150 feet sonth of SE 172"d Street and east of 127'" Ave SE. Construction of a 41-unit residential development with associated parking and landscaping. Commercial Building Permit SEP A Threshold Determination: Mitigated Determination of Non-Significance (MDNS) issued May 19, 2004 Comment! Appeal Procedure: This Mitigated Determination of Non-significance (MDNS) is issued under Washington Administrative Code (WAC) 197-11-340(2); the lead agency will not act on this proposal until after June 14, 2004. Comments must be submitted to the Department of Development and Environmental Services by June 14, 2004, at the address below. Any appeals to this project must be submitted to King County Superior Court. Since this MDNS is for a Type 1 Permit, there is no King County Administrative SEPA appeal, according to King County Ordinance 14449. May 19, 2004 Dale Mailed DDES--Land Use Services Division Attn: Permit Center 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 If you have any questions regarding the appeal procedures, please contact the plarmer at the phone number listed above. If you require this material in braille, audio cassette, or large print, call (206) 296-6600 (voice) or (206) 296-7217 (TTY). Department of Development and Environmental Services Land Use Services Dh:ision Notice of Decision 900 Oakesdale Avenue Southwest Renton, Washington 98055~1219 (SEPA THRESHOLD DETERMINATION) File No.: BOJDC001 La Fortuna Townhouses DDES SEPA Planner: Angelica Velasquez Telephone No.: 206-296-7136 Applicant: Karl Best Project Location: Project Description: Permits Requested: La Fortuna LLC PO Box 1790 Snohomish, WA 98291 425-238-9831 Generally 150 feet south of SE 172nd Street and east of 127th Ave SE. Construction of a 41-unit residential development with associated parking and landscaping. Commercial Building Permit SEPA Threshold Determination: Mitigated Determination of Non-Significance (MDNS) issued May 19, 2004 Comment/Appeal Procedure: This Mitigated Determination of Non-significance (MDNS) is issued under Washington Administrative Code (WAC) 197-11-340(2); the lead agency will not act on this proposal until after June 14, 2004. Comments must be submitted to the Department of Development and Environmental Services by June 14, 2004, at the address below. Any appeals to this project must be submitted to King County Superior Court. Since this MDNS is for a Type 1 Permit, there is no King County Administrative SEPA appeal, according to King County Ordinance 14449. May 19, 2004 Date Mailed DDES--Land Use Services Division Attn: Permit Center 900 Oakesdale A venue Southwest Renton, Washington 98055-1219 If you have any questions regarding the appeal procedures, please contact the planner at the phone number listed above. If you require this material in braille, audio cassette, or large print, call (206) 296-6600 (voice) or (206) 296-7217 (TTY). If~~ ~sh ~ ~e~eive ~ copy of the SEP.l thr~ShOld detennination on this application, complete and return this portion ofthe notice to the Land Us~ E:e1ices Division at the address listed above. File No. B03DCOOl I Nrune: I n<:;L.,y,UT L ROSs BROOKA soos eRE K GARDENS 12602 Rb~~r.:.T~SKY~RmD:-------------- 9~58-6705 Telepbone No.: _____ _ (4215) 2 e·g 08 Address: I RECEIVED MAR 2') laO] P96/SPR'/Typ •• 4.noa 1/30/" clc ~ \\' ~~ \0'~' I · • l " , ! --.,~~ "--","~-~"--,,---::::.-.......:=-=-=-=.~..;;. = ~ =="-::::: ="= ....:::-= = =:::: ~ =~-~-=-::::.-::::::==-::=:::-=-=-=--= == = = = = = = = = = = If you wish to receive a copy of the SEPA threshold deienninaiion on ihis applicalion, complete and return this portion of the notice to the Land Use Services Division at the address listed above. File No. B03DCOOl 0:ame: E/y;j/(j L (;' J 12&2! .:I. Address /2'73<;'-SF /72-<:...'j-J " - ,~ ?----. /-:>0 --' -./ ./ ' -~ / """0 -,-, /ceJ/)rH.! (A.,~/'~ L/ ") c) J/ Telephone No.: 'Y,:+\ , 7 -5 -.:L5 :> I~ , F96/SPRS/Type-2.noa 1/30/98 de Q I i-. f] ~ c· ---=a. 0~/ [jJ", (j ~; I i~ ,'~c ~ ';,.1:' Q::'~ ( . \.<"~ G 'J:, J", \ i (' b' ,1 oj' I ", I) ...-. __ ~ '-oj.,!4,J" ~:.="~¥.-=: ·'S}iol2dRr.JS3d 1Y!JJ/1 '8_>OS'1ll",_JII""!I!l-"--"_-.-'~-~ .... --..... ---... ......... »"-...I"'~. <-II -"'~Jaf' , .. ~,. -~--.,.. Kt"lal ....... (......-... ..... _ ... ----,-...... _.1 .... ___ -...z 1t"S a (...,...~_ ..... J)~ .... .OS ".' :nY.:IS .00' ,W 11 --D'>""iI.-... ~-II_ Q!i-n-II' 0$ ..... -. _ GI. ...... ~ .. _ .-' _ ..... -~, -~ ----~---, -~ --_ ...... -~ ~-p( ...... -----"'~----~"=-"Iit, .. ~ ~------I L;;;;;Joo-oi ~pA .... o....... ,...,-J ....-.. ~- NOLtrmJd.!lNI l!J3iONd '. -." . <® King County •.. Department of Development and Environmental Services OAK-DE-Ol00 900 Oakesdale Avenue Southwest RenLon, WA 980 rr , ~ ,~ .) u "" ----" • ... ·.1 ) ,/!J '9~V;:.;;~~ . ,.".J w:..t.-_"_'---'· - - . \ \ -'-'~~'. ',' '-. ~y PM , .. ~ 19 MAY , 2,f'.n~/ 'S ----""--'TT'. / ...... -GRl'.l'u ING. I" ".<; ."\_ ! ,!-'HO:"-! '~~ ~ '1.-:-> '\.,_ I' FJJ'KWAw;:y (o\iIK\':!J II) (h;, ''l.:J.: r _____ . C:.( _':_'..o.:. __ L-=:' ___ _ 11,1,,1 "l.lI". J,I" I, ~jji, II i .1.1, i ,1I.l.1.i 1.1,.1,\", ,I. II, ® King County I';: . I;, . :,l'l " , Department of Development and Environmental Services OAK-DE-Ol00 900 Oakesdale Aver,ue Southwest Renton, WA 98055 .) .) '; J U ..........: ~ c:,'_' ~:= ,~ .. -''1 RE /' ~,t ) -~(y -<.) -j~~-,.> j ~};~~ ~ [" ",-,-.j \ ~~;'Iti:o'l. ";\ !J I I i I"l !. I I I II I II!III Illill!!!!I!hi!!i!!!111l G·R·~~6r~'~~~'\l .,. ,;~~~~ }I"ll' F;,:; _"'~N1y~/:§:S::r-·:,"; .=--.: ..... ~J!.~ .. ' i . I, I.l" I ,1,\ ... 11 ,,[,I, 'illLl, ,I .1., I. L.I ,I., I ® King County Department of Development and Environmental Services OAK-DE-Ol00 900~kc5dalc Avenue Southwest Rl'n0'J' WA 98055 ') ~) -' ,.> -... _>; 14327009701I303DCOO 1 FARMER DA VID+ JODI L LAWRENCE 12724 NE 20TH ST RENTON WA 98058 \1 :i:: iJit=l~~~~J / ~'~I .;: '\ I,· -) ,.\~), \II;:~ ,;F ; -' ".J :~: ... .....z. -1-' \. \:/ '3~~.i.-{'-i:~ I' I I I II 'I I' II' i: nlllll li!!li!l!!d!!f d £'r...-:"·~--~"':-'~ ~--"'''''"""i~OM'''-'':~l~~~~';{ -Fll'FarAWay~;: . " '.fi(. ~ " f -:..;;-' U' , ____ ._._<I .... ~.J.~ 1 1,1,1, ,I ,I" "II "I·, 1, ,,1II ii, ,/,1. ,I ,I, ,I ,I, ,I ® King County Department of Development and Environmental Services OAK-DE-OIQD 900 Oakesdale Avenue southwe~t". ~', Renton, WA 98055 L , U I, .-:\ ( """'::@o ~ 0, _./, , ;0'4 . KINb vvuNTY 0739IJOOllO/BO'DCOOl JON", LURAINE . P,I\ TRICIA L\J j -'380:,.:.:-'L "'~ G O'''''C,'''''"",,TS5'~' ~'/\:" ._ -.il'&.JoIl.-J" -' ...... -.... I -'.~ :t'ROM ...,yo., • , ,_., . j!'ar Far AWay~, '0::.;" " ---'x,~~ ._.'~ , ~ -.----,,-- !OJ ~,tf\J /';::, ;, {l lr;J [S' 1"'1 "'~':'/ 77,"--... "', .'Vi, • -'", kilo,;"., / :~ .~', '> I' ". 11,1"1,,1,11,,,,1 ,i "I, i ""Il" j ,!. " i I"l,m " ,II '" \ '" H Department of ® Development and Environmental Services / King County , OAK·DE·OIDO 900 Oakesdale Avenue Southwest Renton, WA 98055 I ::::U::':i;';': 'l'~;' l~-l f"lJiUi,;,I,1 f n Sll~'jr-.. \ L,i, .r ._=-_o~_ ,j" i 1. '~~ -5J ~~~\ ./ ? U)I' i 'f7,., / ' '\~~+~:~ .' G 'l' "r'""[Nr "" . -t"(~iC:~_ ~·;:;:1'I(1 ") -.'~' "'; ~-" \>,' . \ 0" "! n ~I,\Y J ?~·\t • ./ r>'':'~'''::: ,',. ~I fC:;, ~ (25 ;(,) >:; ? ) ~ ',2 Ie;; I'" ' (,S j 1?l,/2@') 4f.~ [.. '/ '. < "i; n , U ' ,. ; j,., (~:"lr ~ / '''/~ , "'" ...... {~ '(:»', ,', /) ;;~ __ .~_L_--!... i 11,1 "I"!,II,",I,I"I,I.,, ,11111,1,"1 I I ,1,,1,/ .. 1 ,I ,,; ,I ,/I ® King County Department of Development and Environmental Services (}·n~r'p·!""""".",-~ .--.:.r""·"i:.ncr~··-">l~l '1b -'~';1' T."'r " '''ay~J ':iA .\=, OAK-OE-DlOO 900 Oakesdale Avenue Soulhwest Rep..t.qn, WA 98055 ,. .'1 ." , ~.:-, <- -"'-,' '; . (J" "'. C;1jJV I) yt'i~ \ ,) . ~.'::~~ .. "~\"~'?,,~??) ,i) '",1' /.! ~Y~-:{-\-t~'\. '? II ,t,;r~.I,~1 f11' hI. ,I, I" "tl" I J" ,II, ;1,111, "II ,,,I,,, II ® King County Department of Development and Environmental Services OAK-DE-OlOO 900 Oakesdale Avenue Southwest Renton, WA 98055 i'---., t ri j I "--"/ 'n: Wu MAY? .. 1432700980IB03DCOOI ., iJ o w 1i MAY'.' )';.; ~{II)4---- Fa.\'JI,axAVJay~.':~'-~~£;( . ___ ti; 1 _---J..1~_ ~ . .-:.. _ ~_1 SCHAEFER,KENNETH ~NG (; ',_ 12728 SE 17~ND ST VVi\; Y RENTON W A 98055 SCHA7ae Qe058a033 1B02 20 OS/22/0~ FORWARD TIME EXP RTN TO SEND SCHAEFER 23825 iST~ AVE 5E UNIT 167 BOTHELL WA ge02i-eeiS RETURN TO SENDER II I i ! II 1'1' i! I; I nniHl!I!HH i HI!lllt Iii 1,1,1"1,1,,,,11,,1,1,,,111,1,,1,1,,1,1,,1,1,,1 ® King County Department of Development and Environmental Services ~ .. r'J' "'.: ~-~,:.. ... '-, t-,,,"··{t:' >'~';'-\ ... , ..... OAK-DE-0100 900 Oakesdale Avenue Southwe:;t Renton, WA 98055 , " r:.:l .::> ) --~ , j Q !J y? 143300~20/BO)llCOO I STANDlSN..M1'CHAEL+LENA13URG ELlZABE 171161:;tTHP . RENWNWA 98 I',' ...... '0 IIoW 200'\. Fm'lfar AVI'JY ,~'k:~. '~~{) :.11\:.'. ('")J'(;i~.~~" --, ..... -~ ... ' .. ~ ';-;'~j, ):d iM"C M~'I;',l , ,·lI,luJi"I'II,",l,I",!,III .. II"IJ",III,IIlI,I"I,IIl' ,I ,II The Jav Group, Inc. Landscape Architectl, Civil fn~ineers and Environmenhl Conlulhntl May21,2003 King County Dept. of Development And Environmental Services 900 Oaksdale Ave. SW Renton, WA. 98055-1219 Tracking Number: B03DCOOI Project Name: LaFortuna Commercial Site Development The Jay Group has addressed the conunents made by TST. All items have been responded to according to TST'S review and are in basic design compliance with King County Codes. I. The LBQW has been revised to include the cost of the recreational facilities per KCC21A.14.195 2. A Tree Retention Plan was created to show significant trees being saved and calculations were shown on drawings per KCC2IA.38.230(B) 5. 3. The landscape plans have been altered to match architectural and civil plans. 4. The trail entrance has been revised to show how the trail as it aligns with Bldg. 7. 5. The trail connecting the rec. spaces has been shown on the plans with a note and detail stating that the trail shall be of an all-weather material and shown to be a minimum of 48". 6. The calculations for the recreation space and tot-lot areas have been shown on plans and in legend with the Rec. equipment specifications. 7. Manufacturer's equipment specs and catalog cuts have been added to the final submittal package. ') ti. Ge~r eKaage La\ scTe Ar~ The Jay Group 1925 5 th St. Marysville, W A. 98270 1927 -5th Street • Marvsville, WA 98270 • (360) 659-8159 • ~ax: (360) 651-7252 • e-mail: mail@iav~roupllc.com i I ~ , I , 383AVH18U '--------r------,....--------l- - --~ - 0 C/) I --------co I a:: ::IS 3/\V 1L.U .. ~ ~ .. I- -----~-- 0 C/) I N ~ I a:: I L 38 3/\ 1-1 Q7. ~ --~ _. ~-- ~~t::i = J • King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 April I, 2003 c/o Karl Best La Fortuna LLC Post Office Box 1790 Snohomish, WA, 98291 Tracking Number: B03DC001 Project Name: La Fortuna Commercial Site Development Location: 12632 SE Petrovitsky Road Dear Mr. Best: The Technical Screening Team (TST) has completed screening your application for basic design compliance with King County Codes. However, the following information and/or changes are required before detailed code and ordinance review can proceed: General Comment I. A limited pre-application meeting with building and fire reviewers will be required prior to building permit intake. See attached form. Site Drainage Review 2. DDES Traffic Review Section provided comments requiring a Traffic Impact Analysis. Based on the data from the analysis, additional roadway improvement maybe required. Roadway improvement within the right-of-way is considered as part of the total development and must be considered in the detention and water quality analysis. If roadway improvement is required by the DDES Traffic Review Section, please examine the comments provide in the pre-application meeting on roadway improvements. 3. If other review staff have comments. It may provide additional impervious surface on-site. The Technical Information Report for the drainage analysis will have to be modified to incorporate the added impervious surface. Please contact Ronaldo Hoelscher at (206) 296-6777 if you have any questions regarding the Site Drainage Review items. Zoning, Landscaping, and Parking 4. Submit a residential density calculation worksheet that addresses the density for this split-zoned site (R-8 and R-12). 5. Address the site density "blending" requirements in KCC 21 A.12.200B. Document how the subject r1..& proposal complies with these requirements. '\), J r)"" fl # ;;V-' Y,Q' \1»' Karl Best April I, 2003 Page 2 '~i\'? 1 ~ i\t~(~ \ 1\ \~ ~ ~ c tL,~ ()v.. 6. Provide a data block on the main site plan or cover sheet that provides a breakdown of zoning requirements such as parking proposed verses required, density per zone. and impervious (i,e .• 75% in R-8 zone and %85 in R-12) and building height by zone type (R-8 verses R-12). 7. Submit a LBQW that includes the cost of the recreational facilities per KCC 21A.14.195. ffr-' ~ i"~ S. This site is subject to the significant tree special district overlay. Submit a significant tree survey and i~:d r retention plan pursuant to the criteria ofKCC 2IA.38.230(B) 5. ))It d, "'"" 5-1 \ 9. Revise both the civil and architectural site plans to show the R-S and R-12 zone boundaries. 0\(" st$-~ 10. The civil, architectural and landscape plans do not match. There are numerous inconsistencies .s~\\~ regarding rec. area figures, parking lot locations, trail locations, building numbering, sidewalks etc. Please revise all plans so they match. " ~~ ~ II. Sheet C-I shows a curved paved area that wraps around the parking area by building 7 and the rec. area. This is not reflected on the other plans. Please identify what this area is (sidewalk?) and make s\' \\'&.y" , 0 sure all site plans show this feature. ~~ ~~ , c../ 12. Add a note to the site plans designating the HC stalls to the appropriate HC unit in building one. (JY\ S'M?J.' '? 13. Delineate the Handicap ADA accessible route of travel (ART) on the site plans. An ART must be f)~ available from the HC units to all public amenities such as the tot-lot, recreation area, mail kiosk, recyclable areas and parking. If an area is not accessible via an ADA compliant sidewalk, provide a HC drop-off stall. 14. Provide HC stall striping and signage details on the civil sheet C5. 15. Indicate the HC accessible route of travel on the site plans. ctL 16. Sheet C-I shows 2 HC curb cuts along the street by buildings 6 and 7. What is the purpose for these 6,L- and how do they fit in with the circulation of the site? , 17. Revise the garage plans to include a note that bicycle storage is available in each unit's garage pe~ .~,~ KCC 2IA.IS.030.E. ~i1~Urv) 18. Submit documentation from the provider that curbside recycling pick-up is available to this site ..... ~~ ~ ~ 0" . ~ 19. Revise the orientation of the trail entrance to the open spacelrec. area by building 7 so it aligns with 0/-\ , the sidewalk. ~ , 20. Provide a curbcut at the street by the tot-lot and crosswalk for access to the tot-Iot.o\?-~~~ 21. The trail/path within the rec. spaces and connecting the two recreation areas must be constructed of ~~ .. ' an all-weather, slip resistant surface. Provide a plan note and details on all site plans indicating a hard surface trial such as asphalt will be constructed. The trail width must be at least 48 inches. Provide this detail on the plans. 22. Revise the site plans to show a sidewalk along the road between buildings 6 and 7 to provide access ~ to the recreation area. Karl Best April 1, 2003 Page 3 23. Provide plan details of all the rec. facilities such as benches, barbecues, and play equipment. Add ti- these to the landscape plans. 24. Provide a breakdown of the required rec. space by tot-lot area with required play equipment, and rrJf-" required rec. area for the remaining rec. area per KCC 21A.14.180. Place these calculations on the cover sheet or landscape plan: a) Total rec. area required at 6,970 b) Tot-lot at 1,845 square feet with play equipment c) General play area at 5125 with 2 rec. elements (specified) 25. The mail kiosks will not accommodate a HC person out of a vehicle as shown. If a person drives up to the mailbox, any following traffic will be stopped. Since there is no sidewalk adjacent to the mailbox, design a pull out in front of each mailbox for pick up. The parallel pull-out stall should be designed as a parallel stall, measuring 8 112 by 20-feet. 26. The maximum building height in the R-8 zone is 35'. Please reduce the building height of building 3 e~ from 36' to 35'. 27. If exterior lights are proposed, prepare and submit an illumination plan for the site, including a f/~ photometric analysis. Provide light standard and fixture plan notes and details. Exterior lights must not spill over on adjacent properties or street rights of way (KCC 2IA.18.110G). Please contact Nancy Hopkins at (206) 296-7120 if you have any questions regarding the Zoning, Landscaping, and Parking items. Traffic Issues 28. Provide a traffic impact analysis (TIA) addressing the impacts of this development and recommended mitigation (see SEPA comments). 29. This project is located within the City of Renton's potential annexation area. Gregg Zimmerman with the City of Renton has requested that any new streets within the development site be constructed to City of Renton street improvement standards. The applicant can voluntarily design the roadway improvements to these standards. At a minimum, the roadway design must meet King County Road Standards. Please contact Cindy Callan at (206) 296-7228 if you have any questions regarding the Traffic Issues. Geo Technical Issue 30. Base on field observations by King county staff, there appears to be existing fill placed on potentially compressible wetland/muck soils. Please provide geotechnical engineering analysis of soil conditions in the areas of proposed improvements. The analysis must include recommendations for all necessary sub grade preparation and drainage. At the time of building permit application, geotechnical recommendations for foundation design and related improvements will be required. Please contact Todd Hurley at (206) 296-7267 if you have any questions regarding this Geo Technical Issue. SEPA Issue 31. Please submit a Traffic Impact Analysis discussing the traffic impacts from the completed townhome project. Please contact Angelica Velasquez at (206) 296-7136 if you have any questions regarding this item. , . Karl Best April I, 2003 Page 4 General Resubmittal Requirements • The enclosed "Additional Infonnation Submittal Fonn" should be used • Written commentary detailing how the individual items have been addressed • If you are making any changes to the architectural pages, please submit 3 copies • If you are making any changes to the site development pages, architectural site plan, civil, and landscape plan, please submit 8 copies Until this infonnation is received, your application is on hold at the stations requesting additional infonnation, The Pennit Center will keep your application for 60 days. If all of the above infonnation is not received within that time, the Department will cancel your application. Continuation of the project after that time will require submission of a new application. ""IMPORTANT NOTE: Please provide a written commentary as to how you addressed the above number items. Resubmittals without a commentary may delay the review process. To facilitate processing, the requested information should be submitted to the DDES Permit Center Reception Desk, 900 Oakesdale Avenue Southwest, Renton, WA 98055-1219. Any information requested by the Technical Screening Team that is mailed to our office will be sent to the Permit Center for processing. Sincerely, James Chan, P.E, Site Engineering and Planning Supervisor Enclosure cc: Greg Borba, Planner IV -Supervisor, Current Planning Paul Eichhorn, Fire Protection Engineer II Ronaldo Hoelscher, Senior Engineer Nancy Hopkins, Planner II Todd Hurley, Earth Scientist Cindy Callan, Traffic Engineer (DOT) Angelica Velasquez, Planner II Penni! File B03DCOOI IOllSI D. R. STRONG Consulting Engineers Inc. 10604 N.E. 38TH PLACE, SUITE 101 • KIRKLAND, WA 98033-7903 (425) 827-3063 May 22, 2003 James Chan, P.E. Site Engineering and Planning Supervisor King County DDES 900 Oakesdale Avenue SW Renton, WA 98055-1219 • TOLL FREE (Washington State) 1-800-962-1402 • FAX NUMBER (425) 827-2423 Project No. 01261.600 Re: La Fortuna Commercial Site Development K. C. Tracking No. B03DCOOl 12632 SE Petrovitsky Road K.C. D.D.E.S. Dear Mr. Chan: Thank you for your coordination of the review of this project. We have carefully considered each of the comments in your letter dated April 1, 2003. Additional information has been provided and revisions have been made as appropriate. Following is a summary of the actions taken in response to each comment. General Comment 1. The need for a pre-application meeting prior to building permit intake has been noted. Site Drainage Review 2. The TIA did not reveal a need for any additional R.O.W. improvements. Therefore, no changes have been made to the storm drainage facility. 3. No reviewer's comments revealed a need for any changes that would significantly impact the impervious area calculations. Therefore, no changes have been made to the TIR or the storm drainage plan. Zoning, Landscaping, and Parking 4. A residential density calculation worksheet has been included for your review. 5. This project complies with KCC21A.l2.200B density is transferred from the area of lower density to the region of higher density. This is documented on the cover sheet under the heading "Zoning Requirements". 6. A table describing the zoning requirements has been added to the cover sheet. 7. A landscape bond quantity worksheet will be provided by the landscape architect. 8. As discussed in our phone and email conversations, the significant tree survey and retention plan is described on Sheet C3 of the plans. The replacement tree information is now more fully described in the landscape plan. 'James Chan, P.E. May 22, 2003 Page 20f3 9. The zone boundaries have been added to the engineering plan cover sheet and the dL.- architectural plans. 6\v 10. All plans have been modified so that they are consistent throughout. II. The curved path you see is simply a lawn area. This should now be depicted accurately on the landscape and architectural plans. 12. The HC stalls have been labeled with their related unit. 13. The ADA ART has been added to the dimension plan on Sheet C2. 14. The ADA details have been added to Sheet C2 because of space constraints on Sheet C5. IS. See Item No. 13 above. 16. It is convenient for people with strollers or wheeled moving equipment to have a ramp down to the existing grade at the terminus of a sidewalk. For example, someone who lives in Building No.8 walking with a stroller along the sidewalk in front of Building No.7 may use the ramp when crossing the road to their unit. The same applies to the ADA ramp in front of Building No.6. 17. The architectural plans have been revised to note bicycle storage. _ J.. 18. Waste Management services the Site and a memo from them is provided for your records.tlVUJ \ 19. The landscape plan has been revised so that the trail aligns with the sidewalk. 20. A curb cut and crosswalk has been added for access to the tot-lot. 21. Additional information regarding the trail has been provided on the landscape plans. 22. A sidewalk has been added along the East Side of Building No.7. 23. The landscape plan has been revised to show all necessary details. 24. The recreation space area breakdown information has been added to the landscape plans. 25. As per our phone and email conversations, the mailbox unit closest to the ADA housing has been moved behind the sidewalk so as to place the unit within the accessible route of travel. 26. The building height has been revised on the architect's plan. 27. No exterior lights are proposed at this time. Traffic Issues 28. A Traffic Impact Analysis has been prepared, and is included for your review. 29. The applicant has chosen to conform strictly to the requirements of the King County Road Standards. Geotechnical Issues 30. The geotechnical engineering report has been expanded to address Issues of subgrade preparation and drainage. . James Chan, P .E. May 22, 2003 Page 3 of3 SEPA Issue 31. A Traffic Impact Analysis has been prepared, and is included for your review. Thank you for your attention to this project. If you have any comments or questions, please do not hesitate to contact me. Sincerely, D. R. STRONG Consulting Engineers Inc. Jeremy S. Febus, E.LT. Design Engineer JSF/sjw Enclosures IISTRONGSERVERIDOCUMENTSIkOlI2101261IL030505-Chan.doc The Jav Group, Inc. Lan d, u peAr (h i fe (h, Civil En,ineeu and En vir 0 n men fa leo n lU It a n f' May 21, 2003 King County Dept. of Development And Environmental Services 900 Oaksdale Ave. SW Renton, WA. 98055-1219 Tracking Number: B03DCOOI Project Name: LaFortuna Commercial Site Development The Jay Group has addressed the comments made by TST. All items have been responded to according to TST'S review and are in basic design compliance with King County Codes. I. The LBQW has been revised to include the cost of the recreational facilities per KCC2 I A.l 4.195 2. A Tree Retention Plan was created to show significant trees being saved and calculations were shown on drawings per KCC2IA.38.230(B) 5. 3. The landscape plans have been altered to match architectural and civil plans. 4. The trail entrance has been revised to show how the trail as it aligns with Bldg. 7. 5. The trail connecting the rec. spaces has been shown on the plans with a note and detail stating that the trail shall be of an all-weather material and shown to be a minimum of 48". 6. The calculations for the recreation space and tot-lot areas have been shown on plans and in legend with the Rec. equipment specifications. 7. Manufacturer's equipment specs and catalog cuts have been added to the final submittal package. Ge2J.e Kaage L"~~Ar~ The Jay Group 1925 Sth St. Marysville, W A. 98270 1927 -5th Street • Marysville, WI98270 • (360) 659-8159 • ~ax: (360) 651-7252 • e-mail: mail@iaYfroupllwm , inns/ D. R. STRONG Consulting Engineers Inc. 10604 N.E. 38TH PLACE, SUITE 101 • KIRKLAND, WA 98033-7903 (425) 827-3063 • TOLL FREE (Washington State) 1-800-962-1402 • FAX NUMBER (425) 827-2423 May 22, 2003 James Chan, P.E. Site Engineering and Planning Supervisor King County DDES 900 Oakesdale Avenue SW Renton, WA 98055-1219 Re: La Fortuna Commercial Site Development K. C. Tracking No. B03DC001 12632 SE Petrovitsky Road Dear Mr. Chan: Project No. 01261.600 fD) l§©l§OWl§ ill) LnJ MAY 29 2003 K.C. D.D.E.S. Thank you for your coordination of the review of this project. We have carefully considered each of the comments in your letter dated April 1, 2003. Additional information has been provided and revisions have been made as appropriate. Following is a summary of the actions taken in response to each comment. General Comment 1. The need for a pre-application meeting prior to building permit intake has been noted. Site Drainage Review 2. The TIA did not reveal a need for any additional R.O.W. improvements. Therefore, no changes have been made to the storm drainage facility. 3. No reviewer's comments revealed a need for any changes that would significantly impact the impervious area calculations. Therefore, no changes have been made to the TIR or the storm drainage plan. Zoning, Landscaping, and Parking 4. A residential density calculation worksheet has been included for your review. 5. This project complies with KCC21A.l2.200B density is transferred from the area of lower density to the region of higher density. This is documented on the cover sheet under the heading "Zoning Requirements". 6. A table describing the zoning requirements has been added to the cover sheet. 7. A landscape bond quantity worksheet will be provided by the landscape architect. 8. As discussed in our phone and email conversations, the significant tree survey and retention plan is described on Sheet C3 of the plans. The replacement tree information is now more fully described in the landscape plan. , James Chan, P.E. May 22, 2003 Page 2 of3 9. The zone boundaries have been added to the engmeenng plan cover sheet and the architectural plans. 10. All plans have been modified so that they are consistent throughout. 11. The curved path you see is simply a lawn area. This should now be depicted accurately on the landscape and architectural plans. 12. The HC stalls have been labeled with their related unit. 13. The ADA ART has been added to the dimension plan on Sheet C2. 14. The ADA details have been added to Sheet C2 because of space constraints on Sheet C5. 15. See Item No. 13 above. 16. It is convenient for people with strollers or wheeled moving equipment to have a ramp down to the existing grade at the tenninus of a sidewalk. For example, someone who lives in Building No.8 walking with a stroller along the sidewalk in front of Building No.7 may use the ramp when crossing the road to their unit. The same applies to the ADA ramp in front of Building No.6. 17. The architectural plans have been revised to note bicycle storage. 18. Waste Management services the Site and a memo from them is provided for your records. 19. The landscape plan has been revised so that the trail aligns with the sidewalk. 20. A curb cut and crosswalk has been added for access to the tot-lot. 21. Additional infonnation regarding the trail has been provided on the landscape plans. 22. A sidewalk has been added along the East Side of Building No.7. 23. The landscape plan has been revised to show all necessary details. 24. The recreation space area breakdown infonnation has been added to the landscape plans. 25. As per our phone and email conversations, the mailbox unit closest to the ADA housing has been moved behind the sidewalk so as to place the unit within the accessible route of travel. 26. The building height has been revised on the architect's plan. 27. No exterior lights are proposed at this time. Traffic Issues 28. A Traffic Impact Analysis has been prepared, and is included for your review. 29. The applicant has chosen to confonn strictly to the requirements of the King County Road Standards. Geotechnical Issues 30. The geotechnical engineering report has been expanded to address Issues of subgrade preparation and drainage. , James Chan, P.E. May 22, 2003 Page 3 of3 SEPAIssue 31. A Traffic Impact Analysis has been prepared, and is included for your review. Thank you for your attention to this project. If you have any comments or questions, please do not hesitate to contact me. Sincerely, D. R. STRONG Consulting Engineers Inc. Jeremy S. Febus, E.LT. Design Engineer JSF/sjw Enclosures IISTRONGSERVERIDOCUMENTSlkOJI210J26JIL030505-Chan.doc , The Jay Group, Int Lan d Ie ape Ar chi fe c ts, Civil En,ineen and En vir 0 n men fa I Cons u I fa n Is May 21, 2003 King County Dept. of Development And Environmental Services 900 Oaksdale Ave. SW Renton, WA. 98055-1219 Tracking Number: B03DCOOI Project Name: LaFortuna Commercial Site Development The Jay Group has addressed the comments made by TST. All items have been responded to according to TST'S review and are in basic design compliance with King County Codes. I. The LBQ W has been revised to include the cost of the recreational facilities per KCC21A.14.195 2. A Tree Retention Plan was created to show significant trees being saved and calculations were shown on drawings per KCC2IA.38.230(B) 5. 3. The landscape plans have been altered to match architectural and civil plans. 4. The trai1 entrance has been revised to show how the trail as it aligns with Bldg. 7. 5. The trail connecting the rec. spaces has been shown on the plans with a note and detail stating that the trai1 shall be of an all-weather material and shown to be a minimum of 48". 6. The calculations for the recreation space and tot-lot areas have been shown on plans and in legend with the Rec. equipment specifications. 7. Manufucturer's equipment specs and catalog cuts have been added to the final submittal package. Ge;;,e Kaage L~~~ The Jay Group 1925 5th St. Marysville, W A. 98270 1927 -5th Slreet • MarVlville, WA 98270 • (360) 659-8159 • ~u: (360) 651-7252 • e-mail: mail@ianroupl\c.com I .. f ® King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwesl Renton, Washington 98055-1219 July 25, 2003 CIO Karl Best La Fortuna LLC Post Office Box 1790 Snohomish, WA 9S29l Tmckins:Ntanber: B03DCOOl· Project Name: La Fortuna Commercial Site Development Location: 12632 SE Petrovitsky Road Dear Mr. Best: The Technical Screening Team (TST) has completed screening your application for basic design compliance with King County Codes. This was one of the first of several review stations your application will pass through (please see the enclosed "Your Permit Application Review Path"). Your application has been forwarded on for plan review; however. the following issues must be addressed as part of the plan review process: Zoning, Landscaping, and Parking 1. Exterior illumination of the site is required to provide pedestrian and vehicular safety (King County Code (KCC) 2IA.IS.IOO.D.I). As such, as illumination plan and photometric analysis to ensure direct illumination on adjoining property is minimized and luminous at the property line do not exceed 1 foot candle, is required (KCC 2IA.lS.lI0.G). Please submit an illumination/photometric plan and analysis. 2. Please submit a copy of the agreement with the waste management provider regarding curb side recycling pick up. 3. The mail kiosk to serve the handicap units in building number I is shown on the sit plan sheet Cl, C2 or AI.I. Please revise your plans to show this or indicate where this is on your plans. 4. The trail connecting the two recreation areas is only shown on the landscape plan. This trail should also be depicted on the civil and architectural site plans. Please revise accordingly. Please contact Nancy Hopkins at (206) 296-7120 if you have any questions regarding the Zoning, Landscaping, and Parking items. Karl Best July 25, 2003 Page 2 General Resubmittal Requirements • The enclosed "Additional Information Submittal Form" should be used • Written commentary detailing how the individual items have been addressed • If you are making any changes to the architectural pages, please submit 3 copies • If you are making any changes to the site development pages, architectural site plan, civil, and landscape plan, please submit 8 copies Until this information is received, your application is on hold at the stations requesting additional information. The Permit Center will keep your application for 60 days. If all of the above information is not received within that time, the Department will cancel your application. Continuation of the project after that time will require submission of a new application. **Important note: Please provide a written commentary as to how you addressed the above number items. Resubmittals without a commentary may delay the review process. To facilitate processing, the requested information should be submitted to the DDES Permit Center Reception Desk, 900 Oakesdale Avenue Southwest, Renton, WA 98055- 1219. Any information requested by the technical screening team that is mailed to our office will be sent to the permit center for processing. The enclosed "Permit Application Review Path" illustrates the different review/work stations that have been assigned for the County's review of your permit application. Also included is a brochure entitled "What Happens During the Review Process" explaining the overall process and a description of each work station's scope of review. Any questions you have about your review path, or routing in general, should be directed to Mai Ph am at (206) 296-6767. Questions regarding the detailed review comments above should be directed to the particular reviewer as indicated. [If you have enrolled in the project management program, please feel free to contact the project manager assigned to you directly.] Please note that revisions or changes to the project design could affect your permit application's review path as well as the time it takes to complete the review of your application. In addition, this review path shows the interrelationship between different review stations and is not intended to depict the length of review time for any given review station. Sincerely, James Chan, P.E. Site Engineering and Planning Supervisor Enclosure cc: Greg Borba, Planner IV -Supervisor, Current Planning Paul Eichhorn, Fire Protection Engineer II Nancy Hopkins, Planner II Permit File B03DCOOI . , Your Pemh Application ReView Path -tIl om * hV ~lkr~ftevfflW8f&800 durln,(lll'l& ~g Of'/C'llF perfnfl apPlICatiOn. R:evlew.statioo n~,t.as.siglle:d-to !he pt~_g:ofyour ~rnll_Q~tion, y(Xlrp:ermit~j!(:hert( WHVSIiRI.<U-i'A'rHS? RevleWStaU8ns ,~ 2 i1re-Fic:«' R~tt',II 3 Tet:M~ SO'eBilrlQ "" SEPARe$w 5 GeotedtniCal RBAl!:W f) Wet!anil"l S!(eam,_Re~1/II 1 HealI!'i ~rtrl'l8'tt FbwIew e SUe 8'I~ewing RevieIIi ~ Gracfin9~ 1a Tr.aJlk~w n ~n9-'Ltrtd~ Panting Review 1"2 BuldklftStnn::tmaf( litechani~R~w 13 F1fe'Englt'I~gRe:..lew 14 Plan Coordrlaliol 1~ QJality COOIr-QI:RE!lIielH 1S ~<t "Prooessing Whe~ ,t~ ~\1ew cm4/(~r ~TIrk in any given station is denendt."nt on :the re ... iew urxVor l.vork afanother' ~t-jun p.f .$tiqns.-n "~W Un. sequence) pilth"isct't!11re..1. WHvrONC!.lRRENT PATHS? W~n. revi~w:-a.ndf'Ol' Wt1rk in. 1m)' g:i\;en ~'tation j"s. notdeptndcnh"m an.othE!f s(t;I(ioll,·t-'cOJx:unerit (parallel) pilihs!i a~-creuted"t(l'niininii.;re ihe O-ve'roU penuitting proces~ tir,ne. ~Il~~~ ... ~.~.t .. "TST" MEETING - KING COUNTY TRACKING NUMBER: 13D30c00 I PROJECT NAME: L--tcruvtvrtCl OWCI g)NON-WCI , DATE: 71/'5103 TST MEMBERIPHONE NUMBER: -,-J~--,-"CV=fk0j~~x1I-!J}JD~ _____ ~_ FOLLOWING IS A LISTING OF CONCERNS/ISSUES WITH THIS PROJECT: \J ~ 'j/Y' II \ V~\n ah'm Df 1k Gr+t Is ~ U irrJ It, If;> rvnh rv--MyrC t;~ we' No? il U(M0£kur-. oY\ Ctt(h Q1M,ry Vtop<;vt) i S ~rvf~;y' ~ l-N rM IlQ a tN.- , ~~, (1'~ ~ rvrl--q@ I {]IJ+~ ,'5 ~\2~ (~~tA, '<'Z,110 ,b). -pee/be wtuYrk em ;((()(M~'~!~~~'Gr plt# 1, F~5;5 ~) 'PL£aS( 9,d:1nt.{ Cl ~ 'ut '~ ~ wrtrv~ ww!t ~,PnM cV-v ~~'CJ CAMr0 51 J( rt ~ o{; rg f t ck 0f. ,', ' ",,' 3) '11tr ~@,:I( Nos(L,. SiD 56VIH 11--<-t+c Uf\1f:s tvL lde0s ~ I \ s 5h111trk 0'L i1-c 5~ fltXit 5h,ed~ ... .' "TST" MEETING OWCI o NON-WCI KING COUNTY TRACKING NUMBER: _______ DATE: _-----'-_ PROJECTNAME: ________________ _ TSTMEMBERIPHONE NUMBER: ____________ _ FOLLOWING [S A LISTING OF CONCERNS/ISSUES WITH THIS PROJECT: , .;. PATH CODE: TECHNICAL SCREENING STATUS [ TRACKING NUMBER: /bu2>OC-U() } ] eYST sent on (with path) ~TST sent on (with comments & path) I -1 o TST WClletter TST SCREENING DATE: r; , :; ( OJ STILL NEEDS TO HAVE REVIEWED AND HAVE ADD THE REVIEW FOLLOWING /211~ Review No ~"" ,,~'" ~~~"'I'" .'V.,-.;w WCI Will submit wei! Path Send for from comments Comments non-wei comments Code review review * * by ** ,,-uue 12 John/Brian Fire Code 2/13 Bill 1~1) 10 X ~ I~' 8 ;>( ) -" ,f 9 zo~g~rr} 11 X • Dav Nancy: reg ~. ,"". 5 X .... ~ ( TOdd) Sens/Wetland 6 Bill I CCDA Tcc" .. c 4 ;< v. ;J'="~" Health 7 Septic -SITl Is< * The goal is to get the comments out each week by Friday. If you cannot get your comments in by the end of the day Friday, you need to fill in the date that they will be submitted by. ** If comments are not received by this date, the letter will be sent out to the applicant indicating that the individual reviewer will be sending comments under separate cover_ cI ® King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 April 1, 2003 CIO Karl Best La Fortuna LLC Post Office Box 1790 Snohomish, WA, 98291 Tracking Number: B03DCOOI Project Name: La Fortuna Commercial Site Development Location: 12632 SE Petrovitsky Road Dear Mr. Best: The Technical Screening Team (TST) has completed screening your application for basic design compliance with King County Codes. However, the following information andlor changes are required before detailed code and ordinance review can proceed: General Comment I. A limited pre-application meeting with building and fire reviewers will be required prior to building permit intake. See attached form. Site Drainage Review 2. DOES Traffic Review Section provided comments requiring a Traffic Impact Analysis. Based on the data from the analysis, additional roadway improvement maybe required. Roadway improvement within the right-of-way is considered as part of the total development and must be considered in the detention and water quality analysis. If roadway improvement is required by the DOES Traffic Review Section, please examine the comments provide in the pre-application meeting on roadway improvements. 3. If other review staff have comments. It may provide additional impen'ious surface on-site. The Technical Information Report for the drainage analysis will have to be modified to incorporate the added impervious surface. Please contact Ronaldo Hoelscher at (206) 296-6777 if you have any questions regarding the Site Drainage Review items. Zoning, Landscaping, and Parking 4. Submit a residential density calculation worksheet that addresses the density for this split-zoned site (R-8 and R-12). 5. Address the site density "blending" requirements in KCC 2IA.12.200B. Document how the subject proposal complies with these requirements. Karl Best April 1, 2003 Page 2 6. Provide a data block on the main site plan or cover sheet that provides a breakdown of zoning requirements such as parking proposed verses required, density per zone, and impervious (i.e., 75% in R-S zone and %S5 in R-12) and building height by zone type (R-S verses R-12). 7. Submit a LBQW that includes the cost of the recreational facilities per KCC 21 A.14.19S. S. This site is subject to the significant tree special district overlay. Submit a significant tree survey and retention plan pursuant to the criteria of KCC 21 A.3S.230(B) 5. 9. Revise both the civil and architectural site plans to show the R-S and R-12 zone boundaries. 10. The civil, architectural and landscape plans do not match. There are numerous inconsistencies regarding rec. area figures, parking lot locations, trail locations, building numbering, sidewalks etc. Please revise all plans so they match. II. Sheet C-l shows a curved paved area that wraps around the parking area by building 7 and the rec. area. This is not reflected on the other plans. Please identify what this area is (sidewalk?) and make sure all site plans show this feature. 12. Add a note to the site plans designating the HC stalls to the appropriate HC unit in building one. 13. Delineate the Handicap ADA accessible route of travel (ART) on the site plans. An ART must be available from the HC units to all public amenities such as the tot-lot, recreation area, mail kiosk, recyclable areas and parking. If an area is not accessible via an ADA compliant sidewalk, provide a HC drop-off stall. 14. Provide HC stall striping and signage details on the civil sheet CS. 15. Indicate the HC accessible route of travel on the site plans. 16. Sheet C-I shows 2 HC curb cuts along the street by buildings 6 and 7. What is the purpose for these and how do they fit in with the circulation of the site? 17. Revise the garage plans to include a note that bicycle storage is available in each unit's garage per KCC 2IA.IS.030.E. 18. Submit documentation from the provider that curbside recycling pick-up is available to this site. 19. Revise the orientation of the trail entrance to the open space/rec. area by building 7 so it aligns with the sidewalk. 20. Provide a curbcut at the street by the tot-lot and crosswalk for access to the tot-lot. 21. The trail/path within the rec. spaces and connecting the two recreation areas must be constructed of an all-weather, slip resistant surface. Provide a plan note and details on all site plans indicating a hard surface trial such as asphalt will be constructed. The trail width must be at least 4S inches. Provide this detail on the plans. 22. Revise the site plans to show a sidewalk along the road between buildings 6 and 7 to provide access to the recreation area. Karl Best April 1, 2003 Page 3 23. Provide plan details of all the rec. facilities such as benches, barbecues, and play equipment. Add these to the landscape plans. 24. Provide a breakdown of the required rec. space by tot-lot area with required play equipment, and required rec. area for the remaining rec. area per KCC 21A.14. 1 80. Plaee these calculations on the cover sheet or landscape plan: a) Total rec. area required at 6,970 b) Tot-lot at 1,845 square feet with play equipment c) General play area at 5125 with 2 rec. elements (specified) 25. The mail kiosks will not accommodate a HC person out of a vehicle as shown. If a person drives up to the mailbox, any following traffic will be stopped. Since there is no sidewalk adjacent to the mailbox, design a pull out in front of each mailbox for pick up. The parallel pull-out stall should be designed as a parallel stall, measuring 8 1/2 by 20-feet. 26. The maximum building height in the R-8 zone is 35'. Please reduce the building height of building 3 from 36' to 35'. 27. If exterior lights are proposed, prepare and submit an illumination plan for the site, including a photometric analysis. Provide light standard and fixture plan notes and details. Exterior lights must not spill over on adjacent properties or street rights of way (KCC 21 A.18.11 OG). Please contact Nancy Hopkins at (206) 296-7120 if you have any questions regarding the Zoning, Landscaping, and Parking items. Traffic Issnes 28. Provide a traffic impact analysis (TIA) addressing the impacts of this development and recommended mitigation (see SEPA comments). 29. This project is located within the City of Renton's potential annexation area. Gregg Zimmerman with the City of Renton has requested that any new streets within the development site be constructed to City of Renton street improvement standards. The applicant can voluntarily design the roadway improvements to these standards. At a minimum, the roadway design must meet King County Road Standards. Please contact Cindy Callan at (206) 296-7228 if you have any questions regarding the Traffic Issues. Geo Technical Issue 30. Base on field observations by King county staff, there appears to be existing fill placed on potentially compressible wetland/muck soils. Please provide geotechnical engineering analysis of soil conditions in the areas of proposed improvements. The analysis must include recommendations for all necessary subgrade preparation and drainage. At the time of building permit application, geotechnical recommendations for foundation design and related improvements will be required. Please contact Todd Hurley at (206) 296-7267 if you have any questions regarding this Geo Technical Issue. SEPA Issue 31. Please submit a Traffic Impact Analysis discussing the traffic impacts from the completed townhome project. Please contact Angelica Velasquez at (206) 296-7136 if you have any questions regarding this item. Karl Best April 1, 2003 Page 4 General Resubmittal Requirements • The enclosed "Additional Information Submittal Form" should be used • Written commentary detailing how the individual items have been addressed • !fyou are making any changes to the architectural pages, please submit 3 copies • !fyou are making any changes to the site development pages, architectural site plan, civil, and landscape plan, please submit 8 copies Until this information is received, your application is on hold at the stations requesting additional infonnation. The Permit Center will keep your application for 60 days. If all of the above information is not received within that time, the Department will cancel your application. Continuation of the project after that time will require submission of a new application. **IMPORTANT NOTE: Please provide a written commentary as to how you addressed the above number items. Resubmittals without a commentary may delay the review process. To facilitate processing, the requested information should be submitted to the DDES Permit Center Reception Desk, 900 Oakesdale Avenue Southwest, Renton, W A 98055-1219. Any information requested by the Technical Screening Team that is mailed to Our office will be sent to the Permit Center for processing. Sincerely, James Chan, P.E. Site Engineering and Planning Supervisor Enclosure cc: Greg Borba, Planner IV -Supervisor, Current Planning Paul Eichhorn, Fire Protection Engineer II Ronaldo Hoelscher, Senior Engineer Nancy Hopkins, Planner II Todd Hurley, Earth Scientist Cindy Callan, Traffic Engineer (DOT) Angelica Velasquez, Planner II Permit File B03DCOOI "TST" MEETING KING COUNTY TRACKING NUMBER: g () ~Pc. UQ l PROJECT NAME: (kPtt="T'1rJ:t}- ·OWCI ~ON-WCI DATE: _-----'-_ TSTMEMBERJPHONE NUMBER: ____________ _ FOLLOWING IS A LISTING OF CONCERNS/ISSUES WITH THIS PROJECT: I W \ 1'!1 ,~ \ LA)l N (j-AN 0 B ~ \4-\)) PvJ P-r1::s Wl\....C-~$.-~V\'~ m()~ ~ SDR WCI TSC comments on B03DC001, ( LA Fortuna Townhomes): DOES Traffic Review Section provided comments requiring a Traffic Impact Analysis. Based on the data from the analysis, additional roadway improvement maybe required. Roadway improvement within the right -of-way is considered as part of the total development and must be considered in the detention and water quality analysis. If roadway improvement is required by the DOES Traffic Review Section, please examine the comments provided in the pre-application meeting on roadway improvement. Other review staff has provided comments. It may provide additional impervious surface on-site. The Technical Information Report (TIR) for the drainage analysis will have to be modified to incorporate the added impervious surface. 3-27-2003 WCI Comments: Nancy Hopkins 6-7120 B03DCOOI La Fortuna CSDP Page I 1) Submit a residential density calculation worksheet that addresses the density for this split-zoned site (R-S and R-12). 2) Address the site density "blending" requirements in KCC 2IA.l2.200B. Document how the subject proposal complies with these requirements. 3) Provide a data block on the main site plan or cover sheet that provides a breakdown of zoning requirements such as parking proposed verses required, density per zone, and impervious (i.e., 75% in R-S zone and %S5 in R-12) and building height by zone type (R-S verses R-12). 4) Submit a LBQW that includes the cost of the recreational facilities per KCC 21A.l4.l95. 5) This site is subject to the significant tree special district overlay. Submit a significant tree survey and retention plan pursuant to the criteria ofKCC 21A.3S.230(B) 5. 6) Revise both the civil and architectural site plans to show the R-S and R-12 zone boundaries. 7) The civil, architectural and landscape plans do not match. There are numerous inconsistencies regarding rec. area figures, parking lot locations, trail locations, building numbering, sidewalks etc. Please revise all plans so they match. 8) Sheet C-I shows a curved paved area that wraps around the parking area by building 7 and the rec. area. This is not reflected on the other plans. Please identify what this area is (sidewalk?) and make sure all site plans show this feature. 9) Add a note to the site plans designating the HC stalls to the appropriate HC unit in building one. 10) Delineate the Handicap ADA accessible route of travel (ART) on the site plans. An ART must be available from the HC units to all public amenities such as the tot-lot, recreation area, mail kiosk, recyclable areas and parking. If an area is not accessible via an ADA compliant sidewalk, provide a HC drop-off stall. 11) Provide HC stall striping and signage details on the civil sheet C5. 12) Indicate the HC accessible route of travel on the site plans. 13) Sheet C-I shows 2 HC curb cuts along the street by buildings 6 and 7. What is the purpose for these and how do they fit in with the circulation of the site? 14) Revise the garage plans to include a note that bicycle storage is available in each unit's garage per KCC 2IA.lS.030.E. 15) Submit documentation from the provider that curbside recycling pick-up is available to this site. 16) Revise the orientation of the trail entrance to the open space/rec. area by building 7 so it aligns with the sidewalk. 17) Provide a curbcut at the street by the tot-lot and crosswalk for access to the tot-lot. 18) The trail/path within the rec. spaces and connecting the two recreation areas must be constructed of an all-weather, slip resistant surface. Provide a plan note and details on all site plans indicating a hard surface trial such as asphalt will be constructed. The trail width must be at least 48 inches. Provide this detail on the plans. 19) Revise the site plans to show a sidewalk along the road between buildings 6 and 7 to provide access to the recreation area. 20) Provide plan details of all the rec. facilities such as benches, barbecues, and play equipment. Add these to the landscape plans. 21) Provide a breakdown of the required rec. space by tot-lot area with required play equipment, and required rec. area for the remaining rec. area per KCC 21A.14.180. Place these calculations on the cover sheet or landscape plan: 3-27-2003 WCI Comments: Nancy Hopkins 6-7120 B03DCOOI La Fortuna CSDP a) Total rec. area required at 6,970 b) Tot-lot at 1,845 square feet with play equipment c) General play area at 5125 with 2 rec. elements (specified) Page 2 22) The mail kiosks will not accommodate a HC person out of a vehicle as shown. If a person drives up to the mailbox, any following traffic will be stopped. Since there is no sidewalk adjacent to the mailbox, design a pull out in front of each mailbox for pick up. The parallel pull-out stall should be designed as a parallel stall, measuring 8 1/2 by 20-feet. 23) The maximum building height in the R-8 zone is 35'. Please reduce the building height of building 3 from 36' to 35'. 24) If exterior lights are proposed, prepare and submit an illumination plan for the site, including a photometric analysis. Provide light standard and fixture plan notes and details. Exterior lights must not spill over on adjacent properties or street rights of way (KCC 21A.l8.l10G). "TST" MEETING tifWCI o NON-WCI KING COUNTY TRACKING NUMBER: 1203 DC-GO I DATE:-3IJ.-S \03 PROJECT NAME: l.ell, ~crtun~ COl'l1m. S\-t-e Develof TSTMEMBERIPHONENUMBER: Clnd~ Cd.ll04/(200)24G-7:fCitR FOLLOWING IS A LISTING OF CONCERNS/ISSUES WITH THIS PROJECT: . Cse~ 0fPA Com 0'C nts) , Meader, Shirley From: Sent: To: Subject: Chan, Jim Tuesday, April 01, 2003 3:22 PM Meader, Shirley FW: B03DC001 La Fortuna -additional traffic technical screening comment Please add to Traffic section. Thanks, Jim -----Original Message----- From: callan, Cindy Sent: Tuesday, April 01, 2003 3:20 PM To: Chan, Jim Subject: B03DCOOI La Fortuna -additional traffic technical screening comment Additional traffic comment based on the letter from the City of Renton dated March 26, 2003: This project is located within the City of Renton's potential annexation area. Gregg Zimmerman with the City of Renton has requested that any new streets within the development site be constructed to City of Renton street improvement standards. The applicant can voluntarily design the roadway improvements to these standards. At a minimum, the roadway design must meet King County Road Standards. 1 "TST" MEETING KING COUNTY TRACKING NUMBER: bo!:> b(()::) I PROJECT NAME: Lc.. hrt.vflA, /:,,, ho __ ~ OWCI 'IZlNON-WCI ()J L;:i: G G .. o e",l) DATE:~ TST MEMBERIPHONE NUMBER: ~ ~\U( ley ~~--~~9-(-------------- "TST" MEETING ~WCI o NON-WCI KING COUNTY TRACKING NUMBER: no:?> DC 0 Q I DATE: PROJECT NAME: La b V ~ c.... 10 vJ '" \; Ov. ~t? S. TSTMEMBERIPHONENUMBER: 4veL-' / b-ll ::, ~ II!; I TECHNICAL SCREENING STATUS o TST sent on (with path) PATH CODE: [ TRACKING NUMBER: bl) ~ pc 00 i ) o TSTsent on (with comments &. path) ~ TST weI letter TST SCREENING DATE: 3/25/0,-;; ( ( ( ( STILL NEEDS TO HAVE REVIEWED AND HAVE ADD THE REVIEW FOLLOWING Review No comment Exempt Non-Wa wa Will submit wdf Path Send for from comments Comments non-wd comments Code review review * * by ** Building Code 12 0 ~B \{3.--,py'l~ I Gf IJ ,It- Fire Code 2/13 Bill ./ I . 10 ~ . "may) c;."" ~ ""'''1:1'" "v. " "d)-8 X I~ 9 (~J.lJ 11 )( V"~ ,~~ f:. .. ....JGeo 5 f<-.IOO.J0 c.._ ,ftA 6 r< Bill J C:J:AA Tcc" .. c 4 r< -:-" ., n" -' ~.= .. ,~ .. Health 7 ~T,i.;:" -SITl Se ,'n. liFe n, * The goal is to get the comments out each week by Friday. If you cannot get your comments in by the end of the day Friday, you need to fill in the date that they will be submitted by. ** If comments are not received by this date, the letter will be sent out to the applicant indicating that the individual reviewer will be sending comments under separate cover. , ® King Count,.. I Dept. ufDevelopment and EnvironmenlAl Se~tce~ BlIilding Sen'ices Division . 900 Oakesdale Avenue SOllthwest Renton, Washington 98055-1219 (206) 296-6600 TTY (206) 296-72l7 Affidavit for Application Form Alternative formats iiiiJ. .'IA. upon request] V 3DCOOI Application number assigned: ______ _ Parcel Number. _--"?''-'L.2_'S'''''7'-''C'-'O'----'OO=-'Z'''· "'0"--___ _ legal Description: L.H' ,f 0/ KC6LA -e I L.&/L&&5z.. fi7'f1"130 Address of proposed work: /.f!.!:, 52... 7(; ~,f/{J",I3~ £~ (if not yet assigned, check box at rigKt) /' i , I'V! c Ii'/ C( t'i~ o address not aMlgned yet _ ) Related Permits or PreApp number: _-'-dL>:.O"I"--"f'.'--!..:'tIf:LLI"-/.lL'--______ _ Oescriptive summary of proposed work: ,.?" 8",;/,/,:.,> pontractor's License #: K t3t=.5T CI 0 Z :s cL \ Expiration Date: ';{ I (z ( 0 ; Check §}J. applicable items This is: Ilf New Construction o Sign This is: o Single Family o Retail/Office o RemodelJAddition o Tenant Improvement ri"Ouplex or Multi-Family o Agricultural Property Owner: f.4 W&rt4 dC- Mailing Address: e tf' . Llt')( f190 City: Applicant Name: M/( d,.,sf= o Accessory Structure o Other o Commercial/Industrial o Other Telephone Number: 'tl.-~. 391· '" 75'1 5t"Ue;#,'h State: ~ Zip: 9Jrlfj I Telephone Number: 5.a~ Mailing Address: ________________ City:, ______ State: ___ Zip: ___ _ Contact/Agent Name: Telephone Number: _________ _ Mailing Address: ________________ City:, ______ State: ___ Zip: ___ _ Sensitive Area Compliance: The undersigned applicant declares: 1. That the applicant is competent to be a witness herein; 2. That the applicant is the applicant for the above project; 3. That to the best of the applicant's knowledge, the sensitive areas on the development proposal site have not been illegally altered; and 4. That the applicant has not previously been found in violation of sensitive areas regulations for any property in King County, or alternatively, that if there have been any violations, such violations have been cured to the satisfaction of King County. I am submitting for a permit authorized by the uniform building, fire or mechanical codes and in anticipation of having it approved or approved with conditions I have read the following statement and understand that failure to comply with all conditions once construction is begun may necessitate an immediate work stoppage until such time as compliance with the stipulated conditions is attained. I certify that I have made a diligent inquiry regarding the need for concurrent state or federal permits to engage in the work requested under this building permit. and no such permits are required or I will have obtained the required permits prior to issuance of this permit. I understand that the granting of this permit shall not be construed as satisfying the requirements of other applicable Federal, State or Local laws or regulations. In addition I understand and agree that this permit does not authorize the violation of regulations. In addition, I understand and agree that this building permit does not authorize the violation of the Endangered Species Act as set forth at 16 U.S.C. § 1531- 1543, including the prohibition on the "take~ of threatened or endangered species. DTake" is defined at 16 U.S.C. § 1532(19). I fully understand that it is my sole responsibility to determine whether such "take" restrictions would be violated by work done pursuant to this permit. and I understand that I am precluded by Federal Law from undertaking work authorized by this permit if that work would violate the "take" restrictions set forth at 16 U.S.C. §1538, 50 C.F.R. §17.21, 50 C,F,R, §17,31, 50 C,F,R, §223 and 50 C.F.R. §224. I certify under penalty of perjury and under the laws of the State of Washington the foregoing is true and correct. I further certify that all easements, deed restrictions, or other encumbrances restricting the use of the property are shown on the site plans submitted with this application. I accept financial responsibility for all fees associated with this permit or approval and will receive any r;funds. Pleas~. mail any refunds to the address above. Applicant Signature /"\ J /(d-Date 2---/ ..3 -0 J , Affidavit for ApplicatlOn.doc b·aff-app.pdf 01/28/02 Page 1 of1 soc Hopkins, Nancy From: Jeremy S. Febus Oeremy.febus@drstrong.comJ Sent: Thursday, August 07,20037:14 AM To: Hopkins, Nancy Subject: RE: Waste Management Recycle Services Please let me know if the attached statement is adequate. Jeremy S. Febus, P.E. D. R. STRONG Consulting Engineers, Inc. 10604 N.E. 38th Place, Suite 101 Kirkland, WA 98033 ph: (425) 827-3063 fx: (425) 827-2423 www.drstrong.com -----Original Message----- From: Hopkins, Nancy [mailto:Nancy.Hopkins@METROKC.GOVj Sent: Thursday, July 17,2003 1:59 PM To: 'jeremy.febus@drstrong.com' Subject: FW: Waste Management Recycle Services -----Original Message----- From: Hopkins, Nancy Sent: Thursday, July 17,2003 1:51 PM To: Lewis, Jarrod Cc: 'jerremy.febus@drstron.com' Subject: RE: Waste Management Recycle Services Page 1 of3 No-This doesn't work. !tjust says curb side pick up is available in general in unincorporated King County. We need to have a letter or e-mail specific to this site, indicating they will provide curbside to each unit under the design as proposed. Jeremy-Please provide us with a letter or e-mail from waste management that indicates they will provide curb side recycling pick up service for each of the proposed units at this site as designed. Thanks! -----Original Message----- From: Lewis, Jarrod Sent: Thursday, July 17,2003 I :30 PM To: Hopkins, Nancy Subject: FW: Waste Management Recycle Services 09110/2003 soc Page 1 of 5 Hopkins, Nancy From: Schauble, Colleen [CSchaubl@wm.com] Sent: Wednesday, August 06, 2003 5:26 PM To: JEREMY S. FEBUS Subject: RE: Waste Management Recycle Services Jeremy, I'm so sorry this took so long to get back. I was out ill last week so there are a few things I'm just now catching up on. Thanks for your patience. I hope this is complete now, let me know if there's anything else I can do. Colieen Subject: Waste Management Recycle Services As per our discussion on the phone at 10:45 am on 7/17/03, Waste Management does provide Recycling services to residences, multi family complexes, business and commercial accounts in the unincorporated area of King County, Renton, Washington. The address of your site, 12632 Petrovitsky Road Renton, W A 98058 is within the boundaries of our Unincorporated King County District. We do and will continue to provide comprehensive solid waste and recycle services to existing and future residential, multi-family, commercial, and construction addresses in that area and at that site. Our scope of services for recycling includes: King County Accounts 200 -Residential accounts. 219 -Commercial/Roll-Off permanent accounts. 220 -Multi-Family accounts. 219 -Commercial/Roll-Off temporary accounts. 0911012003 soc Page 2 of 5 300 -Commercial and Roll -Off Recycle accounts. Specific to the recycling needs of a multi-family development at 12632 Petrovitsky Rd, the guidelines are: Multi-Family: All service requests are handled by Waste Management. All containers must be available for service by 6am. Recycle is included free of charge. 96gl carts are provided. 96gl yard waste containers are available for a fee. Extra pick-up charges consist of the charge per pick-up for their container size and a return trip fee. We normally do not do extra pick-ups for anything smaller than a 1yd. -----Original Message----- From: Jeremy S. Febus [mailto:jeremyJebus@drstrong.com] Sent: Monday, August 04, 2003 2: 10 PM To: Schauble, Colleen Subject: RE: Waste Management Recycle Services Any word on this issue? Again, I think your first email would have worked just fine, if it had mentioned our site specifically. Thank you, Jeremy S. Febus, PE. D. R. STRONG Consulting Engineers, Inc. 10604 N.E. 38th Place, Suite 101 Kirkland, WA 98033 ph: (425) 827-3063 Ix: (425) 827-2423 www.drstrong.com 09110/2003 -----Original Message----- From: Schauble, Colleen [mailto:CSchaubl@wm.com] Sent: Thursday, July 17,20035:45 PM To: 'jeremy.febus@drstrong.com' Subject: RE: Waste Management Recycle Services Jeremy, Sorry the original didn't provide enough documentation. Below is the email I just sent my supervisor regarding this issue. Hopefully she will have an answer soon. soc 09/10/2003 Thanks! -----Original Message----- From: Schauble, Colleen Sent: Thursday, July 17, 2003 5:07 PM To: Thoma, Carol Subject: PN: Waste Management Recycle Services carol, Page 3 of 5 Jeremy called in today and requested a statement from us that we do indeed provide recycle coverage to this address. I found it in Waste Route under Rainier. YOU can see my original email to Jeremy at the bottom; I gave him the info about our services from the Scopes. You can see that this was insufficient. what other document can I send him, or does this need to escalate to a Route Mgr or someone else to provide the documentation they request? Thanks, Colleen -----Original Message----- From: Jeremy S. Febus [mailto:jeremyJebus@drstrong.coml Sent: Thursday, July 17, 2003 2:06 PM To: Schauble, Colleen Subject: PN: Waste Management Recycle Services Colleen, As you can see below, the County has said that your email is not specific enough. Could you specifically indicate that recycling service is available to our site in particular. Again, our site was located at 12632 Petrovitsky Road, Renton 98058. Thank you for your help. Jeremy S. Febus, P.E. D. R. STRONG Consulting Engineers, Inc. 10604 N.E. 38th Place, Suite 101 Kirkland, WA 98033 ph: (425) 827-3063 Ix: (425) 827-2423 www.drstrong.cam -----Original Message----- From: Hopkins, Nancy [mailto:Nancy.Hopkins@METROKC.GOVl Sent: Thursday, July 17,20031:59 PM To: 'jeremy.febus@drstrong.com' Subject: FW: Waste Management Recycle Services -----Original Message----- From: Hopkins, Nancy Sent: Thursday, July 17,20031:51 PM To: Lewis, Jarrod Cc: 'jerremy.febus@drstron.com' Subject: RE: Waste Management Recycle Services soc 0911012003 Page 4 of5 No-This doesn't work. !tjust says curb side pick up is available in general in unincorporated King County. We need to have a letter or e-mail specific to this site, indicating they will provide curbside to each unit under the design as proposed. Jeremy-Please provide us with a letter or e-mail from waste management that indicates they will provide curb side recycling pick up service for each of the proposed units at this site as designed. Thanks! -----Original Message----- From: Lewis, Jarrod Sent: Thursday, July 17,2003 1:30 PM To: Hopkins, Nancy Subject: FW: Waste Management Recycle Services Does this work for you? -----Original Message----- From: Jeremy S. Febus [mailto:jeremy.febus@drstrong.com] Sent: Thursday, July 17,200310:58 AM To: jarrod.lewis@metrokc.gov Subject: FW: Waste Management Recycle Services This email should address your concerns for certification of recycling pickup at LaFortuna Townhouses. Jeremy S. Febus, P.E. D. R. STRONG ConSUlting Engineers, Inc. 10604 N.E. 38th Place, Suite 101 Kirkland, W A 98033 ph: (425) 827-3063 fx: (425) 827-2423 www.drstrong.com -----Original Message----- From: Schauble, Colleen [mailto:CSchaubl@wm.com] Sent: Thursday, July 17,200310:49 AM To: 'jeremy.febus@drstrong.com' Subject: Waste Management Recycle Services As per our discussion on the phone at 10:45 am on 7117103, Waste Management does provide Recycling services to residences, multi family complexes, business and commercial accounts in the unincorporated area of King County, Renton, Washington. King County Accounts soc 09110/2003 200 -Residential accounts. 219 -Commercial/Roll-Off permanent accounts. 220 -Multi-Family accounts. 219 -Commercial/Roll-Off temporary accounts. 300 -Commercial and Roll-Off Recycle accounts. Multi-Family All service requests are handled by Waste Management. All containers must be available for service by 6am. Recycle is included free of charge. 3 96g1 carts are provided. 96g1 yard waste containers are available for a fee. Extra pick-up charges consist of the charge per pick-up for their container size and a return trip fee. We normally do no do extra pick-ups for anything smaller than a lyd. dbColleen Schaubleac Waste Management CSR cschaubl@wm.com 425.481.1100 ••• Page 5 of5 Hopkins. Nancy To: Cc: Lewis, Jarrod jerremy.febus@drstron.com Subject: RE: Waste Management Recycle Services No-:his doesn't work. It just says curb side pick up is available in general in unincorporated King County. We need to have a letter or e-ma~l specific to this site, indicating they will provide curbside to each unit under the design as proposed. Jeremy-Please provide us with a letter or e-mail from waste management that indicates they will provide curb side recycling pick up service for each of the proposed units at this site as designed. Thanks! -----Original Message----- From: Lewis, Jarred Sent: Thursday, July 17, 2003 1:30 PM To: Hopkins, Nancy Subject: FW: Waste Management Recycle Services Does this work for you? -----Original Message----- From: Jeremy S. Febus [mailto:jeremy.febus@drstrong.com] Sent: Thursday, July 17, 2003 10:58 AM To: jarrod.lewis@metrokc.gov Subject: FW: Waste Management Recycle Services This email should address your concerns for certification of recycling pickup at LaFortuna Townhouses. Jeremy S. Febus, P.E. D. R. STRONG Consulting Engineers, Inc. !0604 N.E. 38th Place, Suite 101 Kirkland, WA 98033 ph: (425) 827-3063 fx: (425) 827-2423 www.drstrong.com -----Original Message----- From: Schauble, Colleen [mailto:CSchaubl@wm.com] Sent: Thursday, July 17, 2003 10:49 AM To: 'jeremy.febus@drstrong.com' Subject: Waste Management Recycle Services As per our discussion on the phone at 10:45 am on 7/17/03, Waste Management does provide Recycling services to residences, multi family complexes, business and commercial accounts in the unincorporated area of King County, Renton, Washington. King County Accounts 200 -Residential accounts. 219 Commercial/Roll-Off permanent accounts. 220 Multi-Family accounts. 219 Commercial/Roll-Off temporary accounts. 300 Commercial and Roll -Off Recycle accounts. 1 Multi-Family All service requests are handled by Waste Management. All containers must be available for service by 6am. Recycle is included free of charge. 3 96g1 carts are provided. 96g1 yard waste containers are available for a fee. Extra pick-up charges consist of the charge per pick-up for their container size and a return trip fee. We normally do no do extra pick-ups for anything smaller than a 1yd. dbColleen Schaubleac Waste Management CSR cschaubl@wm.com 425.481.1100 * * * 2 , King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 April I, 2003 c/o Karl Best La Fortuna LLC Post Office Box 1790 Snohomish, W A, 98291 Tracking Numb~Co:ru:::::::::::' Project Name: La Fortuna Commercial Site Development Location: 12632 SE Petrovitsky Road Dear Mr. Best: / jS ,,, ~ ... The Technical Screening Team (TSn has completed screening your application for basic design compliance with King County Codes. However, the following information and/or changes are reqnired before detailed code and ordinance review can proceed: General Comment I. A limited pre-application meeting with building and fire reviewers will be required prior to building permit intake. See attached form. Site Drainage Review 2. DOES Traffic Review Section provided comments requiring a Traffic Impact Analysis. Based on the data from the analysis, additional roadway improvement maybe required. Roadway improvement within the right-of-way is considered as part of the total development and must be considered in the detention and water quality analysis. If roadway improvement is required by the DOES Traffic Review Section, please examine the comments provide in the pre-application meeting on roadway improvements. 3. If other review staff have comments. It may provide additional impervious surface on-site. The Technical Information Report for the drainage analysis will have to be modified to incorporate the added impervious surface. Please contact Ronaldo Hoelscher at (206) 296-6777 if you have any questions regarding the Site Drainage Review items. Zoning, Landscaping, and Parking 4. Submit a residential density calculation worksheet that addresses the density for this split-zoned site (R-8 and R-12). 5. Address the site density "blending" requirements in KCC 21A.12.200B. Document how the subject proposal complies with these requirements. Karl Best April 1, 2003 Page 2 6. Provide a data block on the main site plan or cover sheet that provides a breakdown of zoning requirements such as parking proposed verses required, density per zone, and impervious {i.e., 75% in R-S zone and %S5 in R-12) and building height by zone type (R-S verses R-12). 7. Submit a LBQW that includes the cost of the recreational facilities per KCC 2IA.14.195. S. This site is subject to the significant tree special district overlay. Submit a significant tree survey and retention plan pursuant to the criteria ofKCC 2IA.38.230(B) 5. 9. Revise both the civil and architectural site plans to show the R-S and R-12 zone boundaries. 10. The civil, architectural and landscape plans do not match. There are numerous inconsistencies regarding rec. area figures, parking lot locations, trail locations, building numbering, sidewalks etc. Please revise all plans so they match. II. Sheet C-I shows a curved paved area that wraps around the parking area by building 7 and the rec. area. This is not reflected on the other plans. Please identify what this area is (sidewalk?) and make sure all site plans show this feature. 12. Add a note to the site plans designating the HC stalls to the appropriate HC unit in building one. 13. Delineate the Handicap ADA accessible route of travel (ART) on the site plans. An ART must be available from the HC units to all public amenities such as the tot-lot, recreation area, mail kiosk, recyclable areas and parking. If an area is not accessible via an ADA compliant sidewalk, provide a HC drop-off stall. 14. Provide HC stall striping and signage details on the civil sheet C5. 15. Indicate the HC accessible route of travel on the site plans. 16. Sheet C-I shows 2 HC curb cuts along the street by buildings 6 and 7. What is the purpose for these and how do they fit in with the circulation of the site? 17. Revise the garage plans to include a note that bicycle storage is available in each unit's garage per KCC 21A.IS.030.E. IS. Submit documentation from the provider that curbside recycling pick-up is available to this site. 19. Revise the orientation of the trail entrance to the open space/rec. area by building 7 so it aligns with the sidewalk. 20. Provide a curbcut at the street by the tot-lot and crosswalk for access to the tot-lot. 21. The trail/path within the rec. spaces and connecting the two recreation areas must be constructed of an all-weather, slip resistant surface. Provide a plan note and details on all site plans indicating a hard surface trial such as asphalt will be constructed. The trail width must be at least 48 inches. Provide this detail on the plans. 22. Revise the site plans to show a sidewalk along the road between buildings 6 and 7 to provide access to the recreation area. , . " Karl Best April 1, 2003 Page 3 23. Provide plan details of all the rec. facilities such as benches, barbecues, and play equipment. Add these to the landscape plans. 24. Provide a breakdown of the required rec. space by tot-lot area with required play equipment, and required rec. area for the remaining rec. area per KCC 21 A.14.180. Place these calculations on the cover sheet or landscape plan: a) Total rec. area required at 6,970 b) Tot-lot at 1,845 square feet with play equipment c) General play area at 5125 with 2 rec. elements (specified) 25. The mail kiosks will not accommodate a HC person out of a vehicle as shown. If a person drives up to the mailbox, any following traffic will be stopped. Since there is no sidewalk adjacent to the mailbox, design a pull out in front of each mailbox for pick up. The parallel pull-out stall should be designed as a paralle! stall, measuring 8 112 by 20-feet. 26. The maximum building height in the R-8 zone is 35'. Please reduce the building height of building 3 from 36' to 35'. 27. If exterior lights are proposed, prepare and submit an illumination plan for the site, including a photometric analysis. Provide light standard and fixture plan notes and details. Exterior lights must not spill over on adjacent properties or street rights of way (KCC 21A.18.ll OG). Please contact Nancy Hopkins at (206) 296-7120 if you have any questions regarding the Zoning, Landscaping, and Parking items. Traffic Issues 28. Provide a traffic impact analysis (TIA) addressing the impacts of this development and recommended mitigation (see SEPA comments). 29. This project is located within the City of Renton's potential annexation area. Gregg Zimmerman with the City of Renton has requested that any new streets within the development site be constructed to City of Renton street improvement standards. The applicant can voluntarily design the roadway improvements to these standards. At a minimum, the roadway design must meet King County Road Standards. Please contact Cindy Callan at (206) 296-7228 if you have any questions regarding the Traffic Issues. Geo Technical I~e n . . . { tr4J ..J.o /lP ,,(...A~ 'Bfv! P.5 -40 ~~fQ. fvY-~ ...,.J:z0-~ 30. Base on field observations by K:1.ng county staff, there appears to be existing fill placed on potentially compressible wetland/muck soils. Please provide geotechnical engineering analysis of soil conditions in the areas of proposed improvements. The analysis must include recommendations for all necessary subgrade preparation and drainage. At the time of building permit application, geotechnical recommendations for foundation design and related improvements will be required. Please contact Todd Hurley at (206) 296-7267 if you have any questions regarding this Geo Technical Issue. SEPA Issue 31. Please submit a Traffic Impact Analysis discussing the traffic impacts from the completed townhome project. Please contact Angelica Velasquez at (206) 296-7136 if you have any questions regarding this item. Karl Best April I, 2003 Page 4 General Resubmittal Requirements • The enclosed "Additional Information Submittal Form" should be used • Written commentary detailing how the individual items have been addressed • If you are making any changes to the architectural pages, please submit 3 copies • If you are making any changes to the site deVelopment pages, architectural site plan, civil, and landscape plan, please submit 8 copies Until this information is received, your application is on hold at the stations requesting additional information. The Permit Center will keep your application for 60 days. If all of the above information is not received within that time, the Department will cancel your application. Continuation of the project after that time will require submission of a new application. **IMPORTANT NOTE: Please provide a written commentary as to how you addressed the above number items. Resubmittals without a commeutary may delay the review process. To facilitate processiug, the requested information should be submitted to the DDES Permit Ceuter Reception Desk, 900 Oakesdale Avenue Southwest, Renton, W A 98055-1219. Any information requested by the Technical Screening Team that is mailed to our office will be sent to the Permit Center for processing. Sincerely, James Chan, P.E. Site Engineering and Planning Supervisor Enclosure cc: Greg Borba, Planner IV -Supervisor, Current Planning Paul Eichhorn, Fire Protection Engineer II Ronaldo Hoelscher, Senior Engineer Nancy Hopkins, Planner II Todd Hurley, Earth Scientist Cindy Callan, Traffic Engineer (DOT) Angelica Velasquez, Planner II Permit File B03DCOO I Hopkins, Nancy From: Sent: To: Subject: Jeremy S. Febus Ueremy.febus@drstrong.com] Wednesday, May 07, 2003 10:20 AM nancy.hopkins@metrokc.gov La Fortuna (B03DC001) I just have three questions about your review comments. I will list my questions in a number format according to which comment number it is. 8.) The TESC plan on Sheet C3 shows a significant tree survey, a breakdown of trees to be eliminated and to be retained, and refers to the landscape plan for replacement tree information. In addition to this, with the submittal we provided a copy of the topo survey which shows the significant trees. This is typically what we do to address the significant tree special overlay requirement, and it is typically acceptable to the County. What are you looking for besides this? 11.) I do not see a curved path on Sheet C1 around Building NO.7. Can you elaborate as to what you are referring to. 25.) It is per the KC and USPS standards to show mailbox cluster units at the curb side, and there is no requirement for a pull-out stall. It would not make a difference to have an adjacent sidewalk as the cluster unit faces the curb. What is the difference between this project and a subdivision which typically show mailbox cluster units just as we are showing them? Vehicles frequently stop traffic to use the cluster unit, but that should not be an issue on a minor access road or in this case a private driveway. Can you cite the code or policy you are referencing in requiring a pull-out stall? We are willing to move the mailbox cluster units behind the sidewalks, but I do not think that this would be acceptable to the USPS. Thank you, Jeremy S. Febus, E.I.T. D. R. STRONG Consulting Engineers, Inc. 10604 N.E. 38th Place, Suite 101 Kirkland, WA 98033 ph: (425) 827-3063 fx: (425) 827-2423 www.drstrong.coml_~. '. -)' '1 .. j/ l\ I J':I L? ~ ;(/I.j .. ~U. j,1 / t,.j . I ~f< ~ S~.'" Lj) C& \ JJL~U( /t)Y\ ~t/ 5 lY~ t! I ( :",VVClIV ,1 ~ v..u ') }v;; /,} , 't l"~ I/'. E' 1--cvJ V'i\. l.-l.) . -11.. _ J ' /0 I ~' f<7l-. 1'-' .) IV\ v 11\) "t d S Mr> 11.'* 9~ ~ , '" vb (",oiU M~V':It"" r cut .... " AJl. Af.lA) , 1 ""S' 'S,,,,£'£ ~ ll!\<V1 vr-cr'y-t.,A. .iil;', y.,u;t:c-:~, d-) ., . ( 'I I\, '\Af). N C ,-,' , . 0~)y\':Jl.\-f.,i~' ~ ) t~ J fl-/ (~ {', ( j. 'j • ...I ,)' i ~ AO/\I{~(' :,(U'"}''-'I -, • file ,IJ s,P 1 ® King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 April I, 2003 c/o Karl Best La Fortuna LLC Post Office Box 1790 Snohomish, W A, 98291 Tracking Number: B03DCOOI Project Name: La Fortuna Commercial Site Development Location: 12632 SE Petrovitsky Road Dear Mr. Best: The Technical Screening Team (TST) has completed screening your application for basic design compliance with King County Codes. However, the following information and/or changes are required before detailed code and ordinance review can proceed: General Comment 1. A limited pre-application meeting with building and fire reviewers will be required prior to building permit intake. See attached fonn. Site Drainage Review 2. DOES Traffic Review Section provided comments requiring a Traffic Impact Analysis. Based on the data from the analysis, additional roadway improvement maybe required. Roadway improvement within the right-of-way is considered as part of the total development and must be considered in the detention and water quality analysis. If roadway improvement is required by the DOES Traffic Review Section, please examine the comments provide in the pre-application meeting on roadway improvements. 3. If other review staff have comments. It may provide additional impervious surface on-site. The Technical Infonnation Report for the drainage analysis will have to be modified to incorporate the added impervious surface. Please contact Ronaldo Hoelscher at (206) 296-6777 if you have any questions regarding the Site Drainage Review items. Zoning, Landscaping, and Parking 4. Submit a residential density calculation worksheet that addresses the density for this split-zoned site (R-8 and R-12). 5. Address the site density "blending" requirements in KCC 21A.12.200B. Document how the subject proposal complies with these requirements. Karl Best April 1, 2003 Page 2 6. Provide a data block on the main site plan or cover sheet that provides a breakdown of zoning requirements such as parking proposed verses required, density per zone, and impervious (i.e., 75% in R-S zone and %S5 in R-12) and building height by zone type (R-S verses R-12). 7. Submit a LBQW that includes the cost of the recreational facilities per KCC 21A.14.195. S. This site is subject to the significant tree special district overlay. Submit a significant tree survey and retention plan pursuant to the criteria ofKCC 21A.3S.230(B) 5. 9. Revise both the civil and architectural site plans to show the R-S and R-12 zone boundaries. 10. The civil, architectural and landscape plans do not match. There are numerous inconsistencies regarding rec. area figures, parking lot locations, trail locations, building numbering, sidewalks etc. Please revise all plans so they match. II. Sheet C-I shows a curved paved area that wraps around the parking area by building 7 and the rec. area. This is not reflected on the other plans. Please identify what this area is (sidewalk?) and make sure all site plans show this feature. 12. Add a note to the site plans designating the HC stalls to the appropriate HC unit in building one. 13. Delineate the Handicap ADA accessible route of travel (ART) on the site plans. An ART must be available from the HC units to all public amenities such as the tot-lot, recreation area, mail kiosk, recyclable areas and parking. If an area is not accessible via an ADA compliant sidewalk, provide a HC drop-off stall. 14. Provide HC stall striping and signage details on the civil sheet C5. 15. Indicate the HC accessible route of travel on the site plans. 16. Sheet C-l shows 2 HC curb cuts along the street by buildings 6 and 7. What is the purpose for these and how do they fit in with the circulation of the site? 17. Revise the garage plans to include a note that bicycle storage is available in each unit's garage per KCC 21A.lS.030.E. IS. Submit documentation from the provider that curbside recycling pick-up is available to this site. 19. Revise the orientation ofthe trail entrance to the open space!rec. area by building 7 so it aligns with the sidewalk. 20. Provide a curbcut at the street by the tot-lot and crosswalk for access to the tot-lot. 21. The trail/path within the rec. spaces and connecting the two recreation areas must be constructed of an all-weather, slip resistant surface. Provide a plan note and details on all site plans indicating a hard surface trial such as asphalt will be constructed. The trail width must be at least 4S inches. Provide this detail on the plans. 22. Revise the site plans to show a sidewalk along the road between buildings 6 and 7 to provide access to the recreation area. Karl Best April 1, 2003 Page 3 23. Provide plan details of all the rec. facilities such as benches, barbecues, and play equipment. Add these to the landscape plans. 24. Provide a breakdown of the required rec. space by tot-lot area with required play equipment, and required rec. area for the remaining rec. area per KCC 21A.14.ISO. Place these calculations on the cover sheet or landscape plan: a) Total rec. area required at 6,970 b) Tot-lot at 1,845 square feet with play equipment c) General play area at 5125 with 2 rec. elements (specified) 25. The mail kiosks will not accommodate a HC person out of a vehicle as shown. If a person drives up to the mailbox, any following traffic will be stopped. Since there is no sidewalk adjacent to the mailbox, design a pull out in front of each mailbox for pick up. The parallel pull-out stall should be designed as a parallel stall, measuring S 1/2 by 20-feet. 26. The maximum building height in the R-8 zone is 35'. Please reduce the building height of building 3 from 36' to 35'. 27. If exterior lights are proposed, prepare and submit an illumination plan for the site, including a photometric analysis. Provide light standard and fixture plan notes and details. Exterior lights must not spill over on adjacent properties or street rights of way (KCC 21 A.lS.lIOG). Please contact Nancy Hopkins at (206) 296-7120 if you have any questions regarding the Zoning, Landscaping, and Parking items. Traffic Issues 28. Provide a traffic impact analysis (TIA) addressing the impacts of this development and recommended mitigation (see SEPA comments). 29. This project is located within the City of Renton's potential annexation area. Gregg Zimmerman with the City of Renton has requested that any new streets within the development site be constructed to City of Renton street improvement standards. The applicant can voluntarily design the roadway improvements to these standards. At a minimum, the roadway design must meet King County Road Standards. Please contact Cindy Callan at (206) 296-7228 if you have any questions regarding the Traffic Issues. Geo Technical Issue 30. Base on field observations by King county staff, there appears to be existing til1 placed on potential1y compressible wetland/muck soils. Please provide geotechnical engineering analysis of soil conditions in the areas of proposed improvements. The analysis must include recommendations for all necessary subgrade preparation and drainage. At the time of building permit application, geotechnical recommendations for foundation design and related improvements will be required. Please contact Todd Hurley at (206) 296-7267 if you have any questions regarding this Geo Technical Issue. SEPA Issue 31. Please submit a Traffic Impact Analysis discussing the traffic impacts from the completed townhome project. Please contact Angelica Velasquez at (206) 296-7136 if you have any questions regarding this item. Karl Best April 1, 2003 Page 4 General Resubmittal Requirements • The enclosed "Additional Infonnation Submittal Fonn" should be used • Written commentary detailing how the individual items have been addressed • Jfyou are making any changes to the architectural pages, please submit 3 copics • If you are making any changes to the site development pages, architectural site plan, civil, and landscape plan, please submit 8 copies Until this infonnation is received, your application is on hold at the stations requesting additional infonnation. The Pennit Center will keep your application for 60 days. If all of the above infonnation is not received within that time, the Department will cancel your application. Continuation of the project after that time will require submission of a new application. **IMPORTANT NOTE: Please provide a written commentary as to how you addressed the above number items. Resubmittals without a commentary may delay the review process. To facilitate processing, the requested information should be submitted to the DDES Permit Center Reception Desk, 900 Oakesdale Avenue Southwest, Renton, WA 98055-1219. Any information requested by the Technical Screening Team that is mailed to our office will be sent to the Permit Center for processing. Sincerely, James Chan, P.E. Site Engineering and Planning Supervisor Enclosure cc: Greg Borba, Planner IV -Supervisor, Current Planning Paul Eichhorn, Fire Protection Engineer II Ronaldo Hoelscher, Senior Engineer Nancy Hopkins, Planner II Todd Hurley, Earth Scientist Cindy Callan, Traffic Engineer (DOT) Angelica Velasquez, Planner II Pennit File B03DCOOI soc Page 1 of2 Hopkins, Nancy From: Hopkins, Nancy Sent: Friday, May 09, 2003 1 :38 To: 'jeremy.febus@drstrong.com' Subject: RE: La Fortuna (B03DC001) Yes. Make a note on the plans that this mail box cluster is to serve the ADA units. Thanks. -----Original Message----- From: Jeremy S. Febus [mailto:jeremyJebus@drstrong.com] sent: Friday, May 09, 2003 12:19 PM To: Hopkins, Nancy Subject: RE: La Fortuna (B03DC001) Thank you for your phone message, that was helpful. Unfortunately the voice mail system cut you off in the middle of you answer to the ADA mailbox access issue. If I understand you correctly, the mail box must be ADA accessible either through a sidewalk or parking space. Would it be adequate to more the northern most mail box cluster unit (which would serve the ADA units), so that it was behind but adjacent to the sidewalk between Building No's 1 & 2? This would put it within the ADA accessible route of travel. We would leave the other mail box units where they are as they would not serve ADA units. Please let me know if this will work for you, and then we can move forward. Thank you, Jeremy S. Febus, E.I.T. O. R. STRONG Consulting Engineers, Inc. 10604 N.E. 38th Place, Suite 101 Kirkland, WA 98033 ph: (425) 827-3063 fx: (425) 827-2423 www.drstrong.com 05/09/2003 -----Original Message----- From: Hopkins, Nancy [mailto:Nancy.Hopkins@METROKC.GOVj Sent: Thursday, May 08, 20034:28 PM To: ~eremy .febus@drstrong.com' Subject: RE: La Fortuna (8030C001) Jeremy- I have not been able to find the time to pull the plans and get back to you. Unfortunately I am very busy and minus the other planner to help out. I will try to get to it ASAP tomorrow. -----Original Message----- From: Jeremy S. Febus [mailto:jeremy.febus@drstrong.coni Sent: Thursday, May 08, 2003 4:25 PM To: nancy.hopkins@metrokc.goY Subject: FW: La Fortuna (603DC001) I just wanted to follow up with you regarding your answers to these questions to see where we are at. Last we talked you hoped to get back to me by the end of the day yesterday or first thing today. Please let me know when I can expect to hear from you. soc 05/09/2003 Thank you, Jeremy S. Febus, E.I.T. D. R. STRONG Consulting Engineers, Inc. 10604 N.E. 38th Place, Suite 101 Kirkland, WA 98033 ph: (425) 827-3063 fx: (425) 827-2423 www.dnstrong.com -·~Original Message-··· From: Jeremy S. Febus fnailto~i~r13:my .febus@drstrong~cg_ml Senl: wednesday, May 07. 200310:20 AM To: nancy.hopkins@metrokc.gov Subject: La Fortuna (B03DC001) Page 2 of2 I just have three questions about your review comments. I will list my questions in a number format according to which comment number it is. 8.) The TESC plan on Sheet C3 shows a significant tree survey, a breakdown of trees to be eliminated and to be retained, and refens to the landscape plan for replacement tree information. In addition to this, with the submittal we provided a copy of the topo survey which shows the significant trees. This is typically what we do to address the significant tree special overlay requirement, and it is typically acceptable to the County. What are you looking for besides this? 11.) I do not see a curved path on Sheet C1 around Building NO.7. Can you elaborate as to what you are referring to. 25.) It is per the KC and USPS standards to show mailbox cluster units at the curb side, and there is no requirement for a pull-out stall. It would not make a difference to have an adjacent sidewalk as the cluster unit faces the curb. What is the difference between this project and a subdivision which typically show mailbox cluster units just as we are showing them? Vehicles frequently stop traffic to use the cluster unit, but that should not be an issue on a minor access road or in this case a private driveway. Can you cite the code or policy you are referencing in requiring a pull-out stall? We are willing to move the mailbox cluster units behind the sidewalks, but I do not think that this would be acceptable to the USPS. Thank you, Jeremy S. Febus, E.I.T. D. R. STRONG Consulting Engineers, Inc. 10604 N.E. 38th Place, Suite 101 Kirkland, WA 98033 ph: (425) 827-3063 fx: (425) 827-2423 www.dnstrong.com () £: N~ z III .. IV IL tI)~ rl!~ _0 Cl~ tPa. _III -'" f~ fl o -« .. IL ® King County Department of Development and Environmental Services 900 Oakesda1e Avenue Southwest Renton, Washington 98055-1219 , n MEMORANDUM Field Check Date /2--2..("-0/ Meeting Date I -S -0 J FROM: Site Investigator '3"1 L.L-5 <;Hy\1 ~D-=tL· TO: Engineer To" I ""''-DI7' +-\ o~ L Sc.H E\3... , RE: Field Check Observations 1. PROJECT NUMBER I NAME Aot FMI\S/ LA Fo~-rUNA =tOvJNHo\.JSbS Address/Location ,." I ;;t.G 3"7-S/2. f'§if2-0v1TSt-:1 g..q~l? Related ProjecU / Name L9:1 /....-6082-/ 15L-A C~1:1WC.O) L93§ 007/ Ci,I<:.AJ?INtf:;; COMfLEfe ______________ Thomas Guide Page(s) --"6='-'5"-""6-:;i7~fL_1'_-- 2, PROPOSAL 3. ~~INC,,, k~'N4:> ~..o.t;2 lM.rgpVt=-~ >, PARCEL INFORMATION Parcel#(s) 0"1"3100 -001<;) -00]..0) -002-(; S-T-R 51: Zl!-2-~-S Kroll Map k,02 ~ Acres / Feet2 r-.q.8 Ac..-CurrentZoning ~-1"2-S v \<:-8 -So ) Community Plan S"oos-CP~e::~ Comprehensive Plan --'olA'--"---'-rv\----'. ___________________ _ PAGE 1 4. DOES GIS INFORMATION MAP AlTACHED? Drainage: Flow Control Application _____________________ 0' Landslide Hazard Drainage Area ______________ ~-----0 Water Quality Application ~ Drainage Basin Boundaries __________ ~~ _________ % / Drainage Complaints 46IF 61fll<-HE::[) 0:>Y'1fi,AJJ/5 + AffU~ s ...3 u:.V""L. A.t,IAUot.,~~ VJ1.10u' ,,,,ie u/JS1 w~) f'G6I 0 Snowload Zone ~ I I , . Natural EnvironmenVNatural Resource: USGS Topographical Map _____________________ .% EPA Superfund Site 0 Washington Department of Ecology Hazardous/Radioactive Site 0 Wildlife Corridor 0 Permit: Grading Inspection Area _--L*~~~!:::... _ .. ~~--""". ~""=~ ___________ 0 Planning: Annexation/Incorporation _-,-_____________ -'-____ -'-_ 0 Orthographic Photos (1996) )2f Development Regulations .0' Zoning 0 Sensitive Area: FEMA IOo-year Floodplain w/Cross-sections, _______________ 7 Sensitive Areas, Geologic ______________________ % Sensitive Areas, Hydrologic J:a'" Channel Migration Hazard Area 0 Wetlands, Mill Creek/Auburn (Army CQE) 0 PAGE 2 5. SENSITIVf AREAS FOLIO INFORMATION, GIS sm: CONTAINS Sm: ASIfTS YES NO YEll NO COMMENTS • Wetlands ... v( 0 .% 0 Wetland # -104 Wetland Class :;L f'5 Drainage Basin <;;;005 ':::f?{;;;K- Sub Basin SOt7 5 GREe-~ • Streams 0 JZf 0)21' _______ --'----__ ~ ____ _ Stream Class Stream Name ___ --'-__________ _ • 1 ~O-year Floodplain.O %_0.Zl ~ ~MJVII€:N1~ • Erosion Hazard _0 z_O £1 • Landslide Hazard_O El'_o .Ef _______________ _ • Seismic Hazard __ 0 ~ er 0 • Coal Mine Hazard _0 0'_0 E1 _______________ _ • Other known SA'L..,.0 O~ 0 O"'-~'JS 9rneAfl1/ Cl...A$""S ::> vJer<ANYS Class 1 or 2 Stream orClass 1 Wetland within one mile downstream of project site? Y-6-S- Ct 1¥7~ I 5"'7'02.-ScOTl..\. or GU/...IJ'~TE;O C/....A$5 Z. C7l\/ -s qa.. We:.P..·AN 12 ' FEMA FIRM number ' -'13 ~ 'In FEMA Floodplain? [!] fo * Soils Mapped S I; A ~ C A}I C, TiL 4/14.ek41 Map * __ f 1 __ _ 7 ) 0- Best av~ilable Topographical Map, c.tr} Of ~o N 7 I (I; k@ / 6. SITE DESCRIPTION =n{6 '71y-CoN21~1~ df /t-tl2-I\lo~1=+bt:::f.,t\l f;I?:-TlorJ5 'f": 3 TA.?<. I 4$ NO~'T 1-\ of F-E:..1fPY W t:-y RoAP 1 "'2a1A:p-\ Of :::TAb 1€£.&1 o.,'tJ':; of lZ1TH A.ve:. S6. . ----ruE WeT f o g:r'I5,,) "f-rH6 -s-q.=. I~AWooPb'p. C-J.-A~/? 2--We"{ U>-N. 12/ e..u rre:: r<.. UI' N?t AT 7lli=2 =ro.e ~ F WPST- 1-E.n,.~:4 --pAC-1tJ4 1--30 7-~£....Of67,' iwo C-L.A"7~ ~ Wf4LAN127 Are: Lot.A?20~ =p-\.t &Mf gAl...-F Of THb ~'Te./ yJI-\IGI.l, i/f;AHJ ""ifOW-AfY2 THE::-~7~ 2:' =me £~ ~~f Dr~~ ~'~$ ~\IBf;9~& LAWN,. g <;.=. At = ~ ~12I)"J$-OCY~ 00 'II' I MLJ ' \ A e E: ~ (U' tz.s.;~ <:> 7.' EXISTING SITE FEATURES ' Existing Utilities (hydrants, signs, poles, etc.) and storm drain system shown on site,plan? ---,-N-2-0 __ _ Water Wells: ~lQj~2..s.:~~~'i!E.:JL-,--:::-=--~=c:;;::---=:-:::--=:-::::-.,.,..,.-:::---:::-::--.,.,..,.:=--- Abandoned wells are re{juired by law to be decolTlTrissi In OKCOrdaoce with Chapter 18.104.D48 RCW and WAC 173-160-151 as adninistmed by Wastlngton State ODE. Tho own. can pbone (415) li4~m8. (425) ~7014, Work started on site? '1JC:Sht' ??AillrJC, I N ~ 1\ hlP, !r\ ~ Closed depression >5000 feeF? ~ Steep slopes? m.% ____ ' __ -;;,_'------ Unmapped Sensitive Areas: c..4.A~..z ? W.e:T~J2§o C~ Srr-e f~~ , Soils types seen and evidence of soil movement, slides, slumps, erosion, or deposition: ~ I ?-:fJ1 , S~~ Lo7 NO ~~~<;T~'-~ , ;::;~~::::~A)~t;l~I!:A~!=aq Wildlife and habitats: t-\E:.;:::O,,*, l-\A.vV~4i WbT~e.-rvVL-7 ~"'N4.~I?i>~ -S:1'-1Au.... IYA M. Mr-... L. '$ . ,o..M. f~ \ 6> /A.N. ~ , , ' , Downstream Drainage (mi imum 1/4 mile distance): 'u N. VI -S .I _ Rb~,::!:.A~P~.L'~O~~~~~-1:p..~_-;t...=..l\ ::::O~/~W~-~'\j;0;E-;;:;'-::;' ~=' _~~=",-,lc:J' ~~'l=-..3~~~d -fJ...f7WM4 SWA.LE:::-(Pj,0Td ~LL IH I 7 9fgEAM, -1'7 Co"l1A,1"'~/) ¥?~ 7'Hr? CL-A./.fo I W4L.AND 54qz- IN Ve. ~~$ ~{'C<W'= J2AS".J:j PkPWltJ?z 12V~ ~H --ro ENTee.. BfY ~{!~~ Aff&a< I MA1.:£=01 1000 ' ~urB "f fgr4v"1~ ~1' --j Drainage Features Match T.l.R.? --1Vw€3.=5=-..!:, ______________ ~ ___ _ / PAGE 4 /. , / ( 9. EXISTING ROAD NETWORK 10. ADDITIONAl COMMENTS • Ti-J.f? ON-'2!pS. }:IET~,27 ~ H'tT2~Lo6ICAI11 CoN"'~f?)Z y :r+\G-Cl ":2<; I yvsp.p.t-.lQ"* 54-02-, PAGE 5 12. NUMBER OF PHOTOGRAPHS TAKEN 37: -fJ.\"T65 1-1£ Are r~.9 ON.-p~ ~LL Mp..,f~ ~Ac:-l-\eP. fj.(7~ 17-3, p..~ fLPIT-E;.,P C1N ~ ~~\...I,~T~ s II'< fL.l~"" PAGE 6 King County Department ofDeveJopment and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Permit Status:WITHDRAW Date Printed:12-20-2001 Application Number:A01 P0147 'c' Applicant:JOHAL, KARNAIL Location: Site Address:12632 SE PETROVITSKY RD KC ;i Permit Type:PREAPP-o Title:PETROVITSKY DEVELOPMENT Descrlption:TOWNHOME DEVELOPMENT Application Date:06l29/2001 Approval Date:08/02l2001 Issued Date: The following items have been entered on the lockslholds/notice/comments screen, BREVSKOZ 07/1612001 PRE-APPLICATION GIVEN TO BSD ON FRIDAY JULY 13, 2001. LSDSTHIN 07/20/2001 Routed to BKER BREVDSAN 08/0212001 During the pre-app meeting the applicant's consultant Informed BSD staff that the proposal ' has changed from a commercial development permit to a formal subdlvison request. Based on this information. the BSD provided the applicanfs consultant with general' information regarding thecommerical development and directed the applicant to contact Kim Claussen lit 29&-7167 to schedule a pre-app meeting for review of the;formal subdivision proposal. The applicant requestedt~at eso,' , staff stop any further review and that no additioilalfol,Iow' up notes be processed. ' BREVSKOZ 08/03/2001 Meeting held on August 2, 20Q1 attended by Dave Sandstrom, Dick Etherlngton,BIII Kerschke, Ronald Hoelscher, and Dave Baugh. See Dave Sandstrom's comments on the reason for withdraw. PINTJHIG 08/0612001 Rec't at front desk 7/17/2001 and forwarded to PM Dave Sandstrom for Anchor Homes prepared by D. R. Strong Consulting Engineers , ,~ , King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, W~n98055-1219 Applicant Location SHe Address Pennit Type THle Description :JOHAL, KARNAIL S. :SW-SE 28-23-5 :LLA , Sub-Type: BLA :JOHAUBRODKA BLA :BRODKAIJOHAL BLA - 4 LOTS 'i .. "':'- Permit No Date Printed Status Applied Decision : L01L0082 : 12-20-2001 : RETIWGI : 1110712001 The following items have been entered on the comments screen. PINTJKEN 11/07/2001 INTAKE AND PROCESSING COMPLETE--PD 1749.00--ROUTED TO LUSIENGR LENGSGOL 11/0812001 RCVD FILE ROUTED TO. ADDRESSING AND FENG FILE TO PAT SIMMONS UPDATED PERMITS PLUS LENGPSIM 11121/2001 sENT LETTER TO APPLICANT THAT THE PROPOSAL WILL MEET PARENT PARCEL lu_comm 11130101 KlngCounty Department ofDeveiopmmt and Enviromnental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 :BRODKA, HELMUT :GRADE , Sub-Type: GRADE :GRADING APPLICATION #3928-656 Permit No Date Printed Status Applied Decision : L93GDD71 : 12'20-2001 : COMPLETE : 05124/1993 : 05/25/1993 Applicant Location Site Add ress Pennit Type THle Description :REMOVAL OF SPILLWAY AND FILL FROM A WETlAND (MICROFILMED) The following items have bee!) entered on the comments screen. GRADJBRO 05/26/1993 COMPLETED TABLE AND FE.e;;.SG,REENS GRADLWAL 10/11/1993 10105/93 SENT LETTERREClUESTING FOR FULL PAYMENT OF FEES $613.38, AND TO"" :'. . REMOVE SPILLWAY STRUCTURE PRIOR TO OCT. 29: i993, PAYMENT MUST OCCUR BY 10/15/93. GRADJBRO 12114/1993 12-10-!13 SENT 30 DAY APPLICATiON READY TO ISSUE LETTER WITH ENCLOSURES: PERMIT FORMS FOR SIGNATURE AND RETURN·· VALIDFIX 0212511999 Old Address: 12602 SE PETROVITSKY RD. ~"v. '-'VilU. \,(ilt:ly "'t:SW[ -UUJ:l~, Klng county "':'ashmgton Page 1 of7 . King County, Washington Development Condition Query Results Post-Conversion Condition: KCC-16.82.150D Effective: August 18, ,1997 KCC-16.82. 150 existed prior to the adoption· of Ord. 12822. However, this ordinance reworked the numbering of the code and added to it. It was at this time that the content now present in Sections C & 0 was put in. Description Seasonal Clearing Restrictions Development Condition Text Ordinance 9614, Section 103, as amended, and K.C.C. 16.82.150 are hereby amended to read as follows: Clearing standards .. A. For clearing and grading permits issued under this chapter, the current clearing standards contained in this section and in the following regulations shall apply: . _1. The Sensitive Areas Code, KC.C. 21A.24, and its adopted administrative rules; _2. property specific development standards pursuant to K.C.C. 21A.38; _3. Critical drainage area designations identified by adopted administrative rule; and _4. Wildlife habitat corridors pursuant to KC.C. 21A.14. B. Within sensitive areas designated pursuant to KC.C. 21A.24, uses shall be limited to those specified in that chapter. Within any other areas subject to clearing restrictions referenced or contained in this section, the following uses are allowed under a clearing permit: . _1. Timber harvest in accordance with a timber harvest management plan and clearing permit approved by the department of development and environmental services or a successor agency. That department shall promulgate administrative rules specifying the contents of, and the submittal requirements and approval criteria for, timber harvest management plans in consultation with the department of natural resources prior to any http://www6.metrokc.gov/ddes/c cur.cfm 12/20/2001 ut:y. Loona. \,.!uery Result -DDES, King County Washington Page 2 of7 permit approvals for timber harvest within these tracts or easements; _2. Passive recreation uses and related facilities, including pedestrian and bicycle trails, nature viewing areas, fishing and camping areas, and other similar uses that do not require permanent structures, provided that cleared areas and/or areas of compacted soils associated with these uses and facilities do not exceed eight percent of the area of the tract or easement. Within wildlife habitat corridors, trail widths shall be the minimum allowed under adopted trail standards and no other recreation uses shall be permitted in the 150 foot minimum width of the corridor; _3. Utilities and utility easements, including surfaqe water facilities, provided that such uses are within or adjacent to existing road or utility easements whenever possible. Within wildlife habitat corridors, existing or multiple utility uses within established easements shall be allowed within the 150 foot minimum width of the corridor. Development of new utility corridors shall be allowed within wildlife habitat corridors only when multiple uses of existing easements are not feasible and the utility corridors are sited and developed using county-approved pest management practices to minimize disturbance; and " .. - .... 4. Removal of dangerous and or damagedfrees . . C. For the RA (Rural Area) zoned areas in either the Bear Creek Basin, Issaquah Creek basin, the Soos Creek basin, the East Sammamish C6mmunity Planning Area or the Bear Creek Community Planning Area: _1. Clearing shall be limited to a maximum of 35 percent of the lot or plat area or the amount legally cleared prior to the effective date of any clearing regulations in effect at the time of the clearing, whichever is greater, except under conditions specified below: _a. Clearing shall be limited to a maximum of 60 percent of the lot or plat area if the approved permit requires flow control and water quality facilities in accordance with standards set forth in the applicable adoptE1d basin plan and the King County Surfcice Water Design Manual; . . ... ' . , _b, In the Soos Creek basin, clearing shall be limited to a maximum of 80 percent of the lot or plat area, except in designated Regionally Significant Resource Areas where clearing shall be limited to a maximum of 65 percent of the lot or plat area. Buffers for all sensitive areas designated under K.C.C. Title 21A and sensitive areas except for submerged lands may be counted towards meeting the requirement. Building permits for single-family residential building on individual lots shall be exempt from the clearing limit in the Soos Creek basin; _c. Clearing required for the construction of access, utilities and septic systems to serve any lots 1.25 acres or smaller in size shall not be counted towards the 35 percent maximum clearing standard; _d. On individual lots smaller than 20,000 square feet, up to 7,000 square feet may be cleared; and _e. Clearing standards for Urban Planned Developments and Mineral zoned properties http://www6,metrokc.gov/ddes/c_cur:cfm 12120/2001 .f. : uev. Condo Query Result -DOES, King County Washington Page 3 of7 will be determined through their own designated review processes ... _2. For subdivisions and short subdivisions, portions of the plat that are required to remain uncleared shall be retained in one or more open space tracts, with all the developable lots sited on the portions of the plat approved to be cleared. Sensitive areas designated under KC.C. Title 21A shall be recorded separately from tracts mandated by this regulation, but may be counted towards meeting these requirements. Tracts mandated by this regulation may be retained by the subdivider, conveyed to the residents of the suqdivision, or conveyed to a third party. Open space tracts shall be shown on all property maps and shall be protected by covenants, approved by the County, that restrict their uses to thoseJisted inK-p.C. 16.B2.150.B. All open space tracts established pursuant to this regulation shall be clearly marke,d with at least one sign per buildable lot adjoining the tractindicating that the tract is permanent, dedicated open space:;, .' _3. For individual lots, the clearing limits shall b", applied at the time of building permit application unless the lot is within a subdivision that has been approved with other conditions to meet the standard established in paragraph C2. In cases where conditions are applied to subdivisions, individual lots shall be exempt from the clearing restrictions in paragraph C 1. The uses and restrictions on the uncleared portions of individual lots shall be those specified in KC.C. 16.B2,150.B. Sensitive areas designated under KC.C. Title 21A may be counted towards meeting requirements on individual lots. _4. The subdivision or permitting of building on parcels that are cleared in violation of the regulations in effect at the time of the clearing shall be subject to conditions requiring the restoration of trees and understory vegetation on at least 65 percent of the plat or lot, or, where applicable, on the percentage ofthe site that was to remain uncleared under paragraph C1.A restoration plan shall be required of permit applicants, and shall be subject to the approval of the departmeht o(development and environmental services. That department shall prepare administratj\l~:rules regarding the review and approval of restoration plans in consultation with the department of natural resources before approving subdivision or building permits for parcels cleared in violation of applicable clearing regulations. The administrative rules shall also specify when a restoration plan will be deemed sufficient to forgo the six (6) year moratorium on permitting authorized in KC.C.16.B2.140. _5. In the Bear Creek basin and the Bear Creek Community Planning Area, the requirements of paragraphs C1 through C4 shall be modified or waived by the director for proposed projects that meet the following conditions: _a. The project shall consist of one or more of the following uses: 1. Government services listed in KC.C. 21A.OB.060, 2. Educational services listed in KC.C.21A.OB.050, , .' ." . 3. Parks as listed in KC.C. 21A.OB.04(fwherlJQcated adjacent to an existing or proposed school, \,,- 4. Libraries listed in K.C.C. 21A.OB.040, and . http://www6.metrokc.gov/ddes/c_cur.cfm 1212012001 uev. Lana. t..Juery Result -DDES, King County Washington Page 4 of7 5. Road projects; _b. The project site shall not be 10catEl.d in a designated Regionally Significant Resource Area except for utility corridors that can demonstrate no feasible alternative; -. ,- _c. The project shall clear the minimum n~~essary to accommodate the proposed use; and _d. the project shall meet the on-site flow control and water quality standards set forth in . the applicable adopted basin plan and the Surface Water Design Manual. The modification or waiver shall not exempt the project from any other code provisions which may apply. The director's decision may be apPealed to the zoning and subdivision examiner pursuant to K.C.C. 20.24, provided that any such appeal must be consolidated with an appeal, if any, heard by the examiner on the merits of the proposed project. _6. In the Issaquah Creek basin, the Soos Creek basin and the East Sammamish Community Planning Area, the following standards shall apply: _a. In the Regionally Significant Resource Areas, except for utility corridors that can demonstrate no feasible alternative, thef requirements of paragraphs C1 through C4 shall apply; . _b. In areas outside of the Regionally Significant Resources Areas, projects that consist of one or more of the uses identified inC5(a)(1) to (4) shall be exempt from the requirements of paragraphs C1 through C4; and· _c. The project shall clear the minimum necessary to accommodate the proposed use. When determining the minimum necessary to accommodate the proposed use, the applicant shall demonstrate that they have considered alternative site and building plans to minimize lot coverage, including multiple story buildings and parking alternatives. D. Construction projects can be a significant contributor of pollution to streams and wetlands. Therefore, from October 1 through March 31, in the Bear Creek Community Planning Area, the Northshore Community Planning Area, the East Sammamish Community Planning Area and the Soos Creek basin: _1. Clearing and grading shall only be permitted if shown to the satisfaction of the director that silt-laden runoff exceeding standards in the King County Surface Water Design Manual will be prevented from leaving the construction site through a combination of the fol/owing: _a. site conditions including vegetative coverage, slope, soil type and proximity to receiving waters; _b. limitations on activities and the extent of disturbed areas; and _c. proposed erosion and sedimentation control measures. _2. The director shall set forth in writing the basis for approval or denial of clearing or grading during this period. http://www6.metrokc.gov/ddeslc_cur.cfm 12/20/2001 uev. COndo \..lUery Kesult -UUES, Kmg County Washington Page 5 of7 _3. Clearing and grading will be allowed only if there is installation and maintenance of an erosion and sedimentation control plan approved by the department which shall define any limits on clearing and grading or specific erosion and sediment control measures required during this period. Alternate best management practices may be approved or required on-site by the inspector. _4. If, during the course of construction, silt-laden runoff exceeding standards in the King County Surface Water Design Manual leaves the construction site or if clearing and grading limits or erosion and sediment control measures shown in the approved plan are not maintained, a notice of violation shall be issued. _5. If the erosion and sediment control problemdetined in the violation is not adequately repaired within 24 hours of the notice of violation, then a noti.ce and' order may be issued by the inspector to install adequate erosion and sediment control measures to stop silt-. laden runoff from leaving the site. The notice and order may also require the contractor to discontinue any further clearing or grading, except for erosion and sediment control maintenance and repair, until the following March 31. ' _6. The following activities are exempUrom the. seasonal clearing and grading requirements of this subsection: .; _a. Routine maintenance and necessary repair of erosion and sediment" control facilities; _b. Routine maintenance of public facilities or existing utility structures as provided by . K.C.C.21A.24.050.B; _c. Activities where there is 100 percent infiltration of surface water runoff within the site in approved and installed erosion and sedimentation control facilities; . _d. Typical landscaping activities of existing single family residences that do not require a permit; _e. Class I, 11111 and IV Special forest practices; _f. Mineral extraction activities on sites with approved permits; and _g. Public agency response to emergencies that threaten the public health, safety and welfare. Ordinance 12822 Effective Date August 18, 1997 Changes -, :. http://www6.metrokc.gov/ddes/c_cur.cfm 12/20/2001 uev. l;ona. \..,!uery Kesult -UUb:S, Klllg County Washlllgton Page 6 of7 . KCC-16.82.150 existed prior to the adoption of Ord. 12822. However, this ordinance reworked the numbering of the code and added to it. It was at this time that the content now present in Sections C & D was put in. View Mapes) for KCC-16.82.1S0D. (Click on a map name in the list) Note: If there are more than one map listed below, there may be a map file ending with a ''--x'' which provides an index for the remainder of the maps. . KCC-16.82.150D 1.gif KCC-16.82.1S0D 10.gif KCC-16.82.i50D ii.gif KCC-16.82.i50D 12.gif KCC-16.82.i50D i3.gif KCC-i6.82.150D i4.gif KCC-i6.82.i50D is.gif KCC-i6.82.iS0D i6.gif KCC-16.82.1S0D 2.gif KCC-i6.82.i50D 3.gif KCC-16.82.i50D 4.gif KCC-i6.82.i50D 5.gif KCC-i6.82.150D 6.gif KCC-i6.82.150D 7.gif KCC-i6.82.150D 8.gif KCC-i6.82.1S0D 9.gif KCC-16.82.1S0D X.gif ~. :. ' .. I " Pre-Conversion Development Conditions Associated with the Above Condition There are S Pre-Conversion Development Conditions associated with KCC-16.82.150D. Use http://www6.metrokc.gov/ddes/c_cur.cfm 12/20/2001 the links below to reference them on another page. Pre-Conversion Eguivalent ESP-P17 ESP-P20 NSP-P2 SCP-P4 ,-i TRH-P2 • >.'.-.,':-, Back to Code List I Updated: December 29, 1998 King County I DOES Page I DOES/GIS Page I New QuerY I News I Services I Comments I Search Unks to external sites do not cOnstiMe·erid~rsements by King County. By visiting this and other:'t<itlg County web pages, you expressly agree to be bouftd_bytqrmS-.and conditions of the site. The detaUs. : 'i ~ . : http://www6.metrokc.gov/ddes/c _ cur.cfm 12/20/2001 rage I or 'I Development Condition Query Results Post-Conversion Condition:. SC-P3 Effective: August 18, 1997 This Condition has been repealed by Ord # 13278 as of Octo/:)er 5, 1998 Description Clearing and Grading Development Condition Text This Condition has been repealed by Ord # 13278 as of October 5,1998 Clearing and Grading As a generalrule, the vegetation on a development site should be retained as long as possible to reduce impacts. Even after construction has begun, permanent retention of as much of the native vegetation as possible is important and contributes to mitigating the adverse impacts. Native vegetation is adapted to the conditions of the Northwest including summer drought, winter temperatures, insect pests, and diseases. Native vegetation provides food, shelter, and breeding sites to which local wildlife has adapted. Temporary erosion control and drainage facilities are required to be in place prior to any clearing on a plat. Once the roads and utilities have been constructed and the plat has received final approval, the construction of individual homesites begins. The cumulative sedimentation from the construction of a number of single family homes without erosion control can be significant. Generally, individual single family residential homes fall below the threshold for drainage and erosion control plans pursuant to the Surface Water Design Manual. As a result, erosion and sedimentation control are needed for individual development. In addition, tighter controls should be placed on the clearing that occurs during the platting process. Under present conditions, sites are often completely cleared very early in the development process, sometimes long before there are any building permits issued for a site. During the time between clearing and site development, substantial erosion and sedimentation can occur. Until there is a need to remove the existing vegetation for construction, the forest should remain in order to protect surface and ground water quality, and to provide wildlife habitat. When construction does occur, the surface water management facilities should be installed first, in order to control the http://www6.metrokc.gov/ddes/c cur.cfm 12/20/2001 ----~ "~. ."."" .. !.--."""" rage L. or '+ . increased surface water flows that will occur when the site is cleared. , Commercial property should not be cleared until after approval of an individual site plan. This delay will allow for integrating the existing vegetation and trees on site into the overall landscape design. Policy NR-7 states: NR-7 _Clearing and grading should be limited to all short plats; plats, and commercial projects to protect water quality, limit surface water runoff and erosion and maintain wildlife habitat and visual buffers. The following areawide P-suffix conditions implement policy NR-7. These conditions shall . apply throughout the Soos Creek planning ar~a. The conditions shall expire automatically upon the effective date of an adopted Countywide clearing ordinance. _1._Subdivisions, Short Subdivisions and PUDs. The following conditions apply only to applications for subdivisions, short subdivisions and PUDs. Deviations from these standards may be allowed based on a special study prepared by a qualified forester with expertise in windthrow or tree disease. . . _a._Lot clearing during road and utility construction. The building envelope on each buildable lot shall be identified on the engineering plans. The following table specifies the maximum size of the building envelope based on actual average lot size: _Lot Size (in sq. ft.LBuilding Envelope _Greater than 15,000_5,000 sq. ft. _9,001-15,000_35% of lot size _5,000-9,000_45% of lot size _Less than 5,000_55% of lot size _Except as provided in subsection 1.b., the clearing of building envelopes shall occur at the same time as the clearing for roads and utilities. The clearing limits for each building envelope shall be clearly marked or flagged on each lot and inspected prior to any clearing. Erosion and sedimentation controls shall be instituted on the building envelopes as required by the Surface Water Design Manual. The vegetation remaining after initial clearing of the building envelope may be preserved or cleared as deemed appropriate by the permittee of the residential building permit for that lot after its approval and issuance. b._Lot-by-lot clearing. In subdivisions, short subdivisions and PUDs served by on-site septic systems, clearing on individual lots shall be postponed until the approval and issuance of the individual residential building permit for each lot. No clearing on the individual building lots shall occur during the construction of roads and utilities except that necessary to accommodate cuts and fills due to topography and road design. Erosion and sedimentation control plans shall be designed through buildout including sediment pond sizing. All building permits shall have erosion control measures consistent http://www6.metrokc.gov/ddes/c_cur.cfm 12120/2001 .. -.. , .. ,,<iJef.Ci':W Llev ..... 011U. ,,"Ut:ry KeSUn -LlLIJ:',~, J\..lDg .... ounty VV asmngwn Page:; ot 4 with the Surface Water Design Manual standards. _In subdivisions, short subdivisions and PUDs served by sewers, the applicant may opt to postpone clearing on individual building lots until the approval and issuance of the individual residential building permits for each lot. Under this option, no clearing on individual building lots shall occur during the construction of roads and utilities except that necessary to accommodate cuts and fills due to topography and road design. Erosion and sedimentation control plans shall be designed through buildout including sediment pond sizing. All building permits shall have erosion control measures consistent with the Surface Water Design Manual standards. Ordinance 12824 Effective Date August 18, 1997 Changes This Condition has been repealed by Ord #13278 as of October 5, 1998 View Map(s) for SC-P3. (Click on a map name in the list) Note; If there are more than one map listedbe/ow, there may be a map file ending with a "_x" which provides an index for: the remainder of the maps. SC-P3 1.gif SC-P3 2.gif SC-P3 3.gif SC-P3 4.gif SC-P3 5.gif SC-P3 6.gif SC-P3 X.gif Pre-Conversion Development Conditions Associated with the Above Condition Pre-Conversion Equivalent http://www6.metrokc.gov/ddes/c _ cur.cfm 12/20/2001 uev. \...-ono. \.lUery KeSUlt -UUJ:<-1>, l\.mg \...-ounty wasrungton Page 4014 SCP-P3 Back to Code list I Updated: December 29, 1998 King County I DOES Page I DOES/GIS Page I New Query I News I Services I Comments I Search Links to external sites do not constitute endorsements by King County. By visiting this ami other King County web pages, you expressly agree to be bound by terms and eonditjons 6fth. site, The details. '.-r ~ http://www6.metrokc.goy/ddes/C_CUT.cfm 12120/2001 uev. Lona. l.,lUery KeSUIt -UV.I:'-:'i, Kmg county wasnmgton Page I of? Development Condition Query Results Post-Conversion Condition: 50-220 Effective: August 18, J997 Ammended by Ord. 13576, 7122199, removed area now covered by NS-P23 Description Significant Trees SOD Development Condition Text Significant Trees. A. The purpose of the significant trees special district overlay is to provide a means to designate areas losing their natural vegetation that characterizes their community and receiliing the accompanying impacts from increased stormwater runoff and decreased wildlife habitat. This district overlay limits removal of significant trees in these urbanizing areas to reduce visual impacts of development and maintain a portion of the natural vegetation and soils characteristic of the Pacific Northwest. . B. The following development standards shall be applied to all residential, commercial (including golf courses), industrial or institutional development proposals located within a significant tree district overlay: 1. Significant tree retention rates. Except when replacement trees are used as provided in subsection B.5, significant trees defined pursuant to K.C.C. 21A.06 shall be at a minimum retained as follows: a. Exclusive of the area required for site access by vehicles, pedestrians, or utility infrastructure, significant trees shall be retained within required perimeter landscape areas at the following rates: (1) One hundred percent for the interior perimeters. (2) Seventy-five percent for the street perimeter, provided that this standard may be reduced to 50 percent for retail commercial developments if: (a). the combined landscaping and tree retention requirement is shown by the applicant to result in: . http://www6.metrokc.gov/ddes/c _ cur.cfm 12/20/2001 '. A. ut:v. \..-unu. '-..!uery Kesun -UUh~, 1\lng Loumy wasmngton Page 2 01'7 i. the loss of the line-ot-sight necessary for identification of the retail commercia~ development; and ii. a vegetative buffer exceeding the screening characteristics of a Type III landscape screen; or (b) The average width of the street perimeter landscape area is increased by 50 percent,' provided that within the additional landscape area, significant trees are retained at the rate consistent with subsection c; . b. If any portion of the lot contains erosion hazards, significant trees located in the interior of separate lots, including sensitive areas or their buffers, shall be retained in single detached dwelling development at the rate of 20 trees per acre or ten percent of such trees, whichever is greater; .. . c. Significant trees located in the interior of the development proposal, including sensitive areas or their buffers, shall be retained in a residential subdivision at the rate of 20 trees per acre or ten percent of such trees, whichever is greater; d. Significant trees located in the interior of the development proposal, excluding sensitive areas or their buffers, shall be retained in an apartment or townhouse development at the rate of 20 trees per acre or ten percent of such trees, 'whichever is greater; e. Significant trees located in the interior of the development proposal, excluding sensitive areas or their buffers, shall be retained in commercial or industrial development at a rate of ten trees per acre or five percent of such trees, whichever is greater; f. Significant trees located in the interior of the developmenJ proposal, excluding sensitive areas or their buffers and areas designated for sport fields, playfields or other recreational facilities, shall be retained in institutional developments at a rate of ten trees per acre or five percent of such trees, whichever is greater; g. Utility developments and mineral extraction operations shall be exempt from the significant tree retention requirements of this section; and h. Project sites with 25 percent or greater of the total gross site area in sensitive areas, sensitive area buffers and other areas to be left undisturbed such as wildlife corridors, shall be exempt from the significant tree retention requirements of this chapter; 2. Retention plan. The applicant shall submit tree retention plans as follows: a. A significant tree inventory shall be submitted for review prior to or with submittal of development permit applications. The tree inventory may be conducted by any method that reflects general locations, numbers and grouping of significant trees on-site; and b. A detailed tree retention plan shall be submitted for review prior to or with submittal of grading permit applications or other permit applications incorporating grading plans. This plan shall identify the exact location, size, species, and condition of the significant trees proposed to be retained, transplanted or replaced in order to comply with this chapter; http://www6.metrokc.gov/ddes/c_cur.cfm 12120/2001 vt:y. LUllU. ""U"')' .... "sun -vve,:" l'I..Ing Loumy wasmngIOn page j ot I 3. The retention requirements shall be met as follows: a. Except as provided in subsection b, the applicant shall determine that the final tree retention plan does not include significant trees unable to survive more than ten years after the date of project completion due to: (1) Damage or disease; (2) Safety hazards due to potential root, trunk orprimary limb failure; (3) Windfall; or (4) Age in relation to the normal lifespan of the tree species; . b. At the discretion of the county, damaged or diseased or standing dead trees, not classified as a danger tree, may be counted toward the significant tree requirement if demonstrated that such trees will provide important wildlife habitat; c. A significant tree may be credited as two trees when it meets one or more of the following characteristics: (1) The tree is 18 inches or greater in diameter; (2) The tree is located in a grouping of at least five trees with canopies that touch or overlap; (3) The tree provides energy savings through winter wind protection or summer shading as a result of its location relative to buildings; (4) The tree belongs to a unique or unusual species; (5) The tree is located within 25 feet of any sensitive area or required sensitive area buffers; or (6) The tree is listed on a historical register; and d. The department shall, pursuant to K.C.C. 2.98, develop and maintain an advisory listing of trees recommended for retention. Such list shall describe their general characteristics and suitability, and provide guidelines for their retention; 4. Protection. To provide the best protection for significant trees designated for retention, the development shall comply with the following: a. No tree removal for a project action shall be allowed prior to the county approval of a grading permit consistent with tree retention and landscape plans; b. Prior to clearing for a project action, trees to be retained shall be flagged; c. Prior to grading for a project action and throughout construction, a temporary chain link http://www6.metrokc.gov/ddes/ccnr.cfin 12/20/2001 uev. Lana. l.lUery KesUit -uu.t,::., ~lllg Lounty wasnmgton Page 4 of? or plastic net fence shall be used to identify the protected area of any significant tree designated for retention. The height of suct;lfencing shall be adjusted according to the topographic and vegetative conditions of the site to provide clear visual delineation of the protected area. The size of protected area around the tree shall be equal to one foot diameter for each inch of tree trunk diameter measured four feet above the ground; and d. At no time during and after construction shall the following be permitted within the area described in subsection c: (1) Impervious surfaces, fill, excavation, or storage ot-construction materials; or (2) Grade level changes, except in limited circumstances where proposed improvements using permeable materials are determined by an arborist to ~e nonLtietrimental to the trees root system; and e. Alternative or additional protection methods may proposed and be used if determined by the director to provide equal or greater protection for trees designated for retention; 5. Plan modifications and tree replacen:Jent~re permitted as follows: a. Any significant tree in the interior maybe replaced by another significant tree in the interior, . b. If the required number of significant trees cannot be retained, then non-significant sized trees may be retained or new trees may be planted to meet significant tree requirements as follows, provided that the reason for the purpose of this subsection, the significant tree to be replaced by the new or existing replacement tree is assigned a diameter of 12 inches: (1) VVhen using replacement trees measuring three inches in diameter or greater (as measured by caliper), one-half inch diameter of replacement tree shall be provided for every one inch diameter of significant tree to be replaced; and (2) VVhen using replacement trees measuring less than three inches in diameter (as measured by caliper), one inch diameter of replacement tree shall be provided for every one inch diameter of significant tree to be replaced; and c. An approved tree retention plan shall be modified to reflect any changes made pursuant to subsection a and b: and 6. Maintenance. The following provisions apply to significant trees where applicable: a. All significant trees shall be maintained for the life of the project; b. Ali significant trees shall be pruned and trimmed as necessary to maintain a healthy growing condition or to prevent primary limb failure. This requirement shall not be interpreted to allow: (1) Topping of primary stems; http://www6.metrokc.gov/ddes/c_CUf.cfm 1212012001 vt:v. ~unu. I..luery KeSUII -VVJ:,~, I\.tng ~ounty wasrungton Page 5 01'7 (2) Pruning that results in the loss of 20 percent of vegetative mass, and (3) Cutting of major roots, except in preparation for transplantation or as deemed necessary andlor acceptable by a certified arborist; and c. With the exception of dead, diseased or damaged trees specifically retained to provide wildlife habitat; other dead, diseased, damaged or stolen plantings shall be replaced within three months or during the next planting season if the loss does not occur in a planting season. . . C. The development standards set forth in paragraph B shall not be applied to institutional development proposals that consisiof'one or more of the following uses: 1. Govemment services listed in KC.C;2.1A:Q8.060, ; ; .. , "- 2. Educational services listed in KC.C.21A08.050, 3. Parks as listed in KC.C. 21A08.040 when located adjacent to an existing or proposed school, or 4. Libraries listed in K.C.C. 21A08.040. Ordinance 12823 Effective Date August 18, 1997 Changes Ammended by Ord. 13576,7/22/99, removed area now covered by NS-P23 View Map(s) for SO-220. (Click on a map name in the list) Note: If there are more than one map listed below, there may be a map file ending with a ''-x'' which provides an index for the remainder of the maps. dc so-220 1 18.jpg dc so-220 10 18.jpg dc so-220 11 18.jpg dc so-220 12 18.jpg dc so-220 13 18.jpg http://www6.metrokc.gov/ddeslc_cur.cfm 12/20/2001 vev. Lona. ~eIY KeSUIt -uu~:s, K.Illg county wasrungton de so-220 14 18.jog de so-220 15 18.jog de so-220 16 18.iog de so-220 17 18.jog de so-220 18 18.jog de so-220 2 18. jog de so-220 3 18.iog de so-220 4 18.jog de so-220 5 18.;09 de so-220 6 18.;og de so-220 7 18.;og de so-220 8 18. jog de so-220 9 18.jog de so-220 X.jpg Page 6 of7 e ............ : ............................ , .............................. : ••• :,;::: .. :.1: .............................. , ............... : ................................. : •• m •.• : ............................ : ••• , : .... 1 .... .. "'.-:" . " ; Pre-Conversion Development Conditions Associated with the Above Condition There are 2 Pre-Conversion Development Conditions associated with 80-220. Use the links below to reference them on another page. Pre-Conversion Equivalent N8P-P4 8CP-P7 Back to Code List I Updated: December 29, 1998 http://www6.metrokc.gov/ddes/c_cur.cfm 12/2012001 lJt:y. '-'UliU. I..,IUeI)' .t<..eSUH -lJlJ.t~, hlng ,-,oumy wasmnglOn page loti King County I DOES Page I DOES/GIS Page I New Query I News I Services I Comments I Search Links to external sites do not constitute endorsements by King County. By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. http://www6.metrokc.gov/ddes/c _ cur.cfm 12/20/2001 A01PM115 2000ortho' • leaking Lnder!:J'OU'lcl stcnge Ten~s • U1Oer!jJ"a.nd storaQIII Tanks .& RacioadIve Material SltllS • HIZ~t;A.nl Stn * SaId elgle Nest .. NRWI WId Otch Data NTr:Nir'rSNpUnet C Blllns &T·R " lQSlINES ~SECLINES ~TWPUNes NSrl:lllts III Oinook: Ilstrlbuli(n 500' BurrS" S'.O Stream ~:p ~;S ",. u :~'~!i~il; Wilier Bodies DPveeis F'anlIIIs nelll" Eagle Habitat I WOFW1 . WDFW2 OR TREES1 ,; ';', WDFW2 OR TREESl TREES> N at}' Iku'ldarlea _Cities o 50 100 150 200 Foet I"'" IS7fee!: ® ODES lNSll'lllpl1 buedon I digital database compiled by I<ing·COLrIty t'Qm. wr10ty 01' $QI.I"ees. IQng Ctu'tycamal .cc~ responslbiUty fer IIITIZ"S, OIT'inlcm or poIItI«WII acwre.cy. 1h~ 100 "....;. ..c: ...... t:: EO 0.0 ,.-0 00 (UN III 1 1 1 1 11 II ] t::J::j u.dltuOTILH := bj\ I I I I I II \ ~ \ \']H--4t:±--1~~ I. fS EElIFFlFFlFFl ~~fflJ III II! ! III ~ H>-HI ~~ I111111111 . :E.=;'""--_. t ~ r:1{ ~O? 11111111 t :m=~D :::: E'I£=t, H II-HII--H Il---+--t ,..----.-. k-f.-'" ~~ ~I-J "A'PI>-CorrentZonlng:R-12-OO .,>-, I---~ I_~~ I liT IT I-Ij,.~y =,*~~u .. um I~. ~. I-H I-1-'---r "'\ =:'u'~:::tf~ ~l-l ~~ f--~~h 1& ~ It I /f--':ZI~ __ Open Spaca:NlA ~ !-. Ir ~ ~ -./\---I -R:iiCSO r-/\ I MobIleHomo:N' ~ X II I--l---' I--r .. 1 ,~ Land Value: 56500 I Y '-'-1 I ----; -'1 '--J Im~V.IUO:84000 I Ant Olstrk:t: 40 . "hi I J.O n rT I 1 1 1 I I I 1 ULill.lllUl ~ ,I 1 ~~ =En=£~,~ .1 1\ In. 1 1 I !lilT I 1 R-8-S0 ==,:-: 336 ($4687,00) WIilBI' SeNce Planning Area: T Water ServIce: WATER DISlRICT _ C_ W .... AAd _ 0I81r1d ~ I ~ =~=~:NlA I m I-+rfll*i BaldEagl.Aag:NlA CouncUIJis1rid: 6 Rob McKenna (R) ~ ~ n-So i1_12 ( , , I. ____ . -----. -~ .... -~-~ 1",0"'-1 v ~rl"""""""'·_M' __ · I L-.... . I----r----- .l---~ I~I « 1 lIFl1\\ "10 "0 ...... _"""._:N n-...... 100 Program: NlA / Building InopIIdion __ CIao Rubalcaba '*=~'I''---F====~=I--..:..r:::::'1 c.rtng -"",nNaB: JOn BaUwubo< I r COde E_lnopIIdIOn NaB: t.amarRoed ESAI~NaB: Kalhy_m GcadUlQ In8p8Ction Alee: Kathy Flinn sr- LBnd Usa Inspection Area: Tenzlng Thlnley Sens. Areas NotIce(a) on'T1Ue: NONE o 0400 flOC) FIMIt , .. 639Jee1 ® t'ES ThII m.p. __ on. dig ........ CCIfT1IIed by KIng eo.,ny r.am • vtMtY allOlI"CBII- ~~ ... ~,,,,,,,,,illbllt)JkII' .mn,QmiaioIWor~ ~. ,."....wno~. ~ «ImPled, ... - /LoitIer Cedar River 0739000015 Map 4 Basins; Channal Migration; WLRD Drainage Complaints • 1.eIktn8~~T8IIkI • U~a..T'" ... ~ ......... . --N-"'--*_ ..... - ~:~ S-T-R .\.·QSUNES ~8ECUNE8 N:TWPUHE8 N- :~:::: WlWtkdM. _WI.OD_~ 0- W\RD a.NI ~ H.-.;Ihwa --iIIIII """ERATE -~w':'w,\"", -WDFW2 ORlAE.Ef31 ;,,,._ =ORTREf83 NCIIy- m~oa. . ...- 1"'S11r.1 8~ Th'-INIIIII .... an -dIgbiI ....... campilld by _ ~ IrUn • wrW;)' rt/1QIftIIiI. KnQICOLw'tIcnct .... WIIONII_rw ...... - WLRD Drainage Complaints within 500 ft. of 073900001~! =================================================~=== Comp_no = 1995-0790 Status ::0 OPEN Complain = WORLEY. JESS Problem = DRAINAGE Type = E Recd = Fri Jan 05 00:00:00 1996 Tb = 42B4 Padd-pre = SE Padd = 12632 Padd1 = PETRQVISKY RD padd_suff = Parcel = 0739000015 Ntb = 656F7 Comp_no = 1983-0361 Status = CLOSED Complain = NEBOUR, Problem = DRNG Type = C Recd = Wed Jun 15 00,00,00 1983 Tb = 42B4 padd-pre = Padd = 12 Paddl = 711 SE 176TH ST padd_suff = Parcel = 0739000090 Ntb = 656F7 Comp_no = 1983-0366 Status = CLOSED complain = HOEL, JIM Problem ~ DRNG Type = X Recd = Mon Nov 01 00:00:00 1982 Tb = 42B3 Padd--pre = Padd = 12604 Paddl = SE 172ND ST Padd_suff = Parcel = 1433000010 Ntb = 656F6 / ===================================================== comp_no = 1984-0295 Status = CLOSED Complain = ASH WM H Problem = DRNG Type = C Reed = Wed Feb 22 00,00,00 1984 Tb = 42B3 PaddJ)re = Padd = 12549 Padd1 = SE 172ND ST Padd_suff = Parcel = 1432701170 Ntb = 656F6 Comp_no = 1984-0322 Status = CLOSED Complain = FUGATE-BRODKA Problem = FLOG Type = C Recd = Fri Feb 03 00:00:00 1984 Tb = 42B4 padd--pre = padd_suff = Parcel = 0739000025 Ntb = 656F7 =============================~======================= Comp_no = 1994-0450 Status = CLOSED Complain = HOLLYFIELD, OLLIE Problem = ILLIHKUP Type = WQC Reed = Tue Jun 07 00:00:00 1994 Tb = 4284 padd...,pre = SE Padd = 12517 Paddl = PETROVITSKY RD padd_suff = Parcel = 0739000110 Ntb = 656F7 ===================================================== Comp_no = 1995-0649 Status = CLOSED Complain = WORLEY I MR. Problem = FLOODING & MRS. Type = C .... .., Recd = Fri Aug 04 00:00:00 Tb = 42B4 padd--pre = SB Padd = 12602 Paddl = PETROVISKY RD Padd_suff = Parcel = 0739000025 Ntb = 656F7 1995 j ===================================================== Comp_no = 1995-0790 Status = ,CLOSED Complain = WORLEY, JESS Problem = DRAINAGE Type = ER Reed = Mon Sep 19 00:00:00 1995 Tb = 42B4 Padd""pre = SE Padd = 12632 Padd1 = PETROVISKY RD Padd_suff = Parcel = 0739000015 Ntb = 656F7 ===================================================== Camp_no = 1996-2050 Status = CLOSED Complain = NGUYEN, KEVIN Problem = FLDG Type = C Recd = wed Dec 11 00:00:00 1996 Tb = 42B4 Padd...,pre = SE Padd = 12601 Paddl = PETROVITSKY Padd_suff = RD Parcel = 0739000105 Ntb = 656F7 ===================================================== Camp_no = 1997-1324 Status = CLOSED Complain = NOAN, PAUL Problem = DRAINAGE Type C Recd = Tue Sep 09 00:00:00 1997 Padd = Paddl = 12602 SE 176TH ST padd_suff = Parcel = 0739000025 Ntb = 656F7 Comp_no = 1984-0398 Status = CLOSED Complain = BRODKA, HELMUT Problem = FLDG Type = C Recd = Fri Feb 03 00:00:00 1984 Tb = 42B4 Padd-pre = Padd = 12602 Padd1 = PETROVITSKY RD Padd_suff = Parcel = 0739000025 Ntb = 656F7 Comp_no = 1986-0195 Status = CLOSED Complain = HOEL, JAMES Problem = Type = C Reed = Tue Feb 11 00,00,00 19B6 Tb = 42B3 padd....,pre = SE Padd = 12604 Paddl = 172ND ST Padd_suff = Parcel = 1433000010 Ntb = 656F6 ========~============================================ Comp_no = 1990-1471 Status = CLOSED Complain = ASH, WILLIAM Problem = DRNG Type = C Recd = Tue Nov 13 00:00:00 1990 Tb = 42B3 Padd....,pre = SE Padd = 12549 Paddl = 172ND Padd_suff = Parcel = 1432701170 Ntb = 656F6 Comp_no = 1990-1494 Status = CLOSED Complain = AUSTIN, KAREN Problem = DRNG Type = C Recd = Tue Nov 20 00:00:00 1990 Tb = 42B3 padd-pre = SE Padd = 12555· Paddl = 172ND ST Padd_suff = Parcel = 1432701160 Ntb = 656F6 Comp_no = 1991-0099 Status = CLOSED Complain = BRODKA, HELMUT Problem = FLDG ~ Type = CL Recd = Fri Jan 25 00:00:00 1991 Tb = 4284 Padd-pre = SE Padd = 12602 Padd1 = PETROVITSKY Padd_suff = Parcel = 0739000020 Ntb = 656F7 ===================================================== Comp_no = 1991-0852 Status ="CLOSED Complain = FUGATE, MERLE problem = FLOODING Type = C Recd = Fri Jul 26 00:00:00 1991 Tb = 4284 padd-pre = SE Padd = 12615 Padd1 = PETROVISKY RD Padd_suff = Parcel = 0739000115 Ntb = 656F7 ===================================================== Comp_no = 1991-0852 Status = CLOSED Complain = FUGATE, MERLE Problem = FLOODING Type = SR Reed = Fri Jul 26 00:00:00 1991 Tb = 4284 Padd-pre = SE Padd = 12615 Padd1 = PETRQVISKY RD padd_suff = Parcel = 0739000115 Ntb = 656F7 ===================================================== Comp_no = 1991-0914 Status = CLOSED Complain = AUSTIN, CARYN Problem = CREEK Type = C Reed = Wed Aug 14 00:00:00 1991 Tb = 4283 padd....,pre = SE Padd = 12555 Padd1 = 172ND ST padd_suff = Parcel = 1432701160 Ntb = 656F6 ===================================================== Comp_no = 1991-0914 Status = CLOSED Complain = AUSTIN, CARYN Problem = CREEK Type = SR Reed = Mon Sep 09 00:00:00 1991 Tb = 4283 padd....,pre = SE Padd = 12555 Padd1 = 172ND ST padd_suff = Parcel = 1432701160 Ntb = 656F6 ===================================================== comp_no = 1991-1085 Status = CLOSED Complain = ASH, WILLIAM Problem = STDGWATR Type = C Reed = Thu Oct 17 00:00:00 1991 Tb = 42S3 Padd-pre = S8 Padd = 12549 Padd1 = 172ND ST padd_suff = Parcel = 1432701170 Ntb = 656F6 ===================================================== Comp-po = 1991-1085 Status = CLOSBD Complain = ASH, WILLIAM Problem = STDGWATR Type = SR Recd = Thu Oct 17 00,00,00 1991 Tb = 42S3 paddJ)re = SE Padd = 12549 Padd1 = 172ND ST padd_suff = Parcel = 1432701170 Ntb = 656F6 Comp_no = 1993-0570 Status = CLOSED Complain = COLEMAN, GERALD Problem = DRAINAGE Type = C Recd = Thu Jul 08 00;00;00 1993 Tb = 42s4 padd-pre = Padd = 17113 Paddl = 127TH AVENUE Padd_suff = SE Parcel = 1432701370 Ntb = 656.7 Comp_no = 1993-1059 Status = CLOSED Complain = JOHNSON, BRUCE Problem = PIPE Type = E Recd = wed Jan 26 00:00;00 1994 Tb = 42s4 padd-pre = 5E Padd = 12700 Padd1 = PETROVITSKY Padd_suff = Parcel = 0739000025 Ntb = 656F7 ===================================================== Comp_no = 1993-1059 Status = CLOSED complain = JOHNSON, BRUCE Problem = PIPE Type = ER Reed = Mon Dec 13 00;00;00 1993 Tb = 4284 PaddJ)re = SE Padd = 12700 Paddl = PETROVITSKY Tb = 42C4 padd"""pre = Padd = 17005 Paddl = l30TH AVE padd_suff = SB Parcel = 7229000060 Ntb = 656G7 ===================================================== Comp_no = 2001-0109 Status = CLOSED Complain = HOLLAND, RICHARD Problem = DDM Type C Recd = Tue Feb 20 00,00,00 2001 Tb= paddJ)re = SB Padd = 12510 Paddl = PETROVISKY Padd_suff = Parcel = 0739000030 Ntb = 656F7 l ~ 1· II! I ~' z L() • ~ W I~ I I 0 ...... HI -I 0 0 ~ 1 < iff ~' z Phi J ~ I 13 I II • 0 ~ 0 -" • 0 Q. t , o L() .!l ® Hit! a ~ 0> a. I! diJH i .inihtnnB~ ~roE jG! i' ! ...... ~{(~~·:~~<::D1D<:] " o~ 0 ~ l<G J I l ~ LO ..-o o o 01'-1 0> a. ('t) I'-co l 0:2: Ii: B 1-++-r~·T\--,::J;~ ~ =t-~~~ Flow Control Conditions on or adjacent to 0739000015: ===================================================== Basin-wide Flow Control Requirements R_d_level = 9 Area Specific Flow Control Requirements R_d_level 1 Water Quality Conditions on or adjacent to 0739000015: ===================================================== Basin'-wlde Water Quality Requirements W~level = 9 Area Specific Water Quality Requirements W<L1evel = 1 Bogs Hazard = OWW 0739000015 Map 9 Development Regula~ons • l..-Idng ~ 81Drage Tank8 • I.JncIerp'oInI ~ Tn:. .. ~ MaIMII en.. .-.... Nf'WI end DIld\ D .. * ......... -NT __ - S-T-R .\.·QSUNES ~SECUNES jl91WPUNES N- :;: ;: War Bodle. DP ..... ...... ew::;..,....-... WDFW2 OR iREES1 · ' _ WOFW2 OR TREES3 Cc TREE82 N""-12I~Pn;ectAnla mm .............. D 8pedaII DIAId owrtay tCJ -"""""--IililI Codo ......... .. a... O' 400 Feet 1 .. 511 .... ® oc..-:s 1hi8!Mp II; buId on • digital dIi&IbaM IJCrTlIied I:rf KIng Cuny from • var\eI)' of ~ ICing Courty~eccept~1t)' for ~~,.~IIOCUIKY. FltaldIIkI: DIe 20, 2001; Development Conditions on or adjacent to 0739000015: ===================================================== So = SO-220 KCC, = KCC-16. B2 .150D Photo Date: 7/23/89 WETLAND: Soos Creek 104 LOCATION (S,T ,R): SW -SE 28, 23N, 5E ACREAGE: 4.2 CLASSIFICATION: PF06 Inventory Date: 6/18/9'J Ni. Scale: 1"=500' COMMUNIIT PLAN AREA: Tahoma/Raven Heights BASIN OR DRAINAGE: Cedar River SENSITIVE AREA MAP#: 5 Fish & Wildlife Service Palustrine Forested Deciduous (Alder) Common Name Forested NOTE: Wetland boundaries shown are approximate. Further field stndies are necessary to confirm the actual delineation of the wetland according to the Fetkral Manual for ltkntifying and DelUwating Jurisdictional Wetlands. OBSERVED SPECmS (refer to Appendix 1): Trees: AM FL PI' TS AR TP Shrubs: RD SX SD Herbs: FR VA LA TL GR Sedges/Grasses/Ferns: VO IE PV PO ~irds: RB IT BS AR GF BP Mammals: Fish: Other: HYDROLOGY: Inlet: Outlet: Type: Stream. Condition: Type: Open channel. Condition: . Outflow enters: Stream. ,Soos Creek 104 Water movement through wetland: Channel flow with some movement -standing flow. Observed water quality in wetland: Water is brown and cloudy due to algae and scum. SIGNIFICANT HABITAT FEATURES: Several snags less than 18 inches in diameter and 25 feet tall. GENERAL OBSERVATIONS: This forested wetland is healthy and relatively undisturbed since its initial logging -approximately 40 years ago. There is some fillin~ along the western edge. The site is part of a long north/south wet comdor and is contiguous with Soos Creek 2. Ivan Petrovsky Road bisects these wetlands; thus, any hydrologic connection is culverted. WETLAND RATING (see Introduction for criteria): 2 NOTE: Species listed are only those observed during field visits. Further field studies arc necessary to obtain a complete liSt including rare, threatened, md/or endangered species. / Photo Date: 05/01/80 WETlAND: Soos Creek 2 WCATION (S,T,R): 33, 23N, 5E SE 28, 23N, 5E ACREAGE: 134.0 CLASSIFI CA TI O],T, PSSI PSS3 PF04 PEMS POW .. • Inventory Date: 08/04/81 COMMUNITI N~ PLAN AREA: Soos Creek BASIN OR DRAINAGE: Green River SENSITIVE AREA l\lAP #: 5 Fish & Wi.ldlife Service Common Name Palustrine Scrub-Shrub Broad-Scrub-Shrub leaved Deciduous (Willow) Palustrine Scrub-Shrub Broad-Bog leaved Evergreen (Labrador Tea) PalUstrine Forested Needle-leaved Forested Evergreen (Hemlock) Palustrine Emergent Narrow-Shallow Marsh leaved Persistent (Cattail) Palustrine Open Water Open Water Scale: 1"= 1000' . NOTE: Wetland boundaries shown are >;>proximate. Further field studies are necessary to confirm the actual delineation the wetland according to the Federal Manual for ldenrifyjng and Delineating lwisdiclional Wetlands. RVED SPECIES (refer to Appendix 1): Trees: ARPTTS TP Shrubs: AC CS GS LL RP RS SX SD ~ -,/ / - Herbs: LA MU OS PH RR SD TL _ / Sedges/Grasses/Ferns: SE BX AXAF dr EX IE IX LM PA Birds: DFGBMA VSTSBSRBARSTMWSSYl'YWWWRS Mammals: Fish: Other: HYDROLOGY: Inlet: Type: Condition: Type: Pipe/Overla:ld/Undefined. Condition: Open. - Outlet: Outflow enters: Stream. soils Creek 2 Water movement through wetland: Visible movement of water through wetland. Observed water quality in wetland: SIGNIFICANT HABITAT FEATURES: • GENERAL OBSERVATIONS: litter from park on south edge; fill pushed into wetland from west edge; ponds artifiCial; bog area is drying lI:l'; Cascade Sewer District issued special peI'llrlt PS-123-83 for sewer line crossing the neck of the wetland. 11/1/84: Field che.a7d.ll/27/85: DIegal filling at 12627 Petrovitsky Road. 7 /1/86: Buil::f<Penmt #86-1785. Wetland extends north - a<'TOSS Petrovitsky R -refer to 1990 Sensitive Areas Map Folio for approximate delineation. WETLAND RATING (see Introduction for criteria): 1 (c) -- Nom Specie& listed :Ire only thoo: observed during field visits. Further field studies are necessary to obtain a complete list including rare, threatened, and! or endangered species. " '" • 0 ~ .., ~ ") '" ?jqtf() il'!-v ~ , "f O,I.S ~O, P /~ i 9/1'':: //50 70 \ ~ ~ ~ ~ ~ //-4-!I,j .... " 66f5'O~ ~ //,,~ ->,:>- //J ~ 85n!1~ //~zo '. S/, ~ ~ ~ <; CO ") ~1'l h' 1;,'1,?/(; Ifo' ",. o,D6 1;,4, ,DO ",.. ~. /IZ ~ C'd4V~ "' 700.·0"" ~)/ r{ ~ ~I~ ~ 000 Ij(; , r; .,v. ",,1 , ........ - , ~ ~ " ~ () Ii' r/)' #,0 ---- \" ~ , ~ ~ ~ , ~ , ~ , . -~ .. ~ ~ ~ ~ ;<J ~I ~j)i (,,0 I "", w VI I I- ,,)B" ,203 Age I I I I I I en Q) en :::J o ..c c S ~ co C :::J ~ ~ o u.. ,... o « ! '1 "---- _ .. c, .. _' i . , , , -? ~,.ca;·-'~::, ~ < ;: -~ ; ,... o « en Q) en ::J a .c c ~ ~ ca C ::J +-I L-a LL LO ,.... ,.... ~ a.. ,.... 0 « , ~ .. 0r-o « !~ 't.. \ ",' 'f.~' ,-x --. \. (J) (1) (J) ~ o ..c c ~ ~ LO ,.... ,.... ~ a.. ,.... o « :\ "'7" (f!~~f: '{"\II c.' •. " 'f r ' ""' ;; ." \~''':!'~ ,·i ,"," • it;;;,." !-:~ r\1i -.:':-":-.',' . !' .)",1 .. ',' ." "J'~,.,-.~.-;:.> .,> .. "\ ~>,~ ox --:'\";: , . . ,". " (J) Q) (J) :::J a ..c c ~ ~ «1 c :::J ...., L-a LL LO ,... ,... ~ c.. ,... o ~ :M j '.; , "", ",:"""- " ,', -. ---"". .-.. . , ;;;:,J~~~j "".',,-,'. ,;,l{c,'~~~<' ': ' ' .. "":~ /~1':~:~'; , .) .\ " " en Q) en ::J 0 .c c ~ ~ co C ::J +-' ~ 0 LL CO ..J LO ,... ,... ~ a. ,... o « . , ':. :?J~J 0-,"" "~ " ) -,~"" ~.- ',{;~Ii~' LO ,... ,... ~ a.. ,... o « . . ~- 1·' ()) C\I L() ,... ,... ~ a. ,... o ~ I.{) ,.. ,.. ~ Q. ,.. o « r FLOODING SOURCE FLOODWAY BASE FLOOD . WATER SURFACE ELEVATION . SECTION, MEAN RiGULAIQR'I' WITHOUT I . WITH INCREAse CI\OSS Ut!ION DISTANCE.' WIDTH AIlEA VELOCITY' flOOOWA'( fLOODWAY (mn (SQUARl (FEEl PER I n:Ep SfCOND) (FE,ET NGVO) Big S005 Creek. . . " (Cont'd) A'f 59,215 13 42 5.2 351.0 351.0 351.8 . 0.8 AZ 60,495 76 127 1.7 354.9 ~54.9 355.7 0.8 BA 60,775 15 46 4.7 . 355.7 355.7 356.5 0.8 BB 61,025 49 101 1.5 357.0 357.0 357.2 0.2 BC 61,925 27 31 4.8 358.7 358.7 358.7 0.0 BD 62,323 13 . 46 3.3 360.6 360.6 361.4 0.8 BE 62,473 139 361 0 •. 4 , 361.0 361.0 361. 7 .0.7 BF 64,353 44 115 1.3 361.1 361.1 362.1 1.0 BG 65,563 31 42 2 .• 2 364.3 364.3 . 364.3 0.0 BH 66,623 40 75 1.2 365.8 . 365. & 366.6 0.8 BI 67,623 46 64 .. 1.4 368.0 368.0 369.0 1.0 BJ 67,792. 5 19 4.9 370.0 370.0 370.3 0.3 BK 67,932 11 44 2.0 370.6 370.6 370.9 0.3 BL 68,932 84 201 0.4 . 370.8 3]0.8 3]1.5 0.7 ·BM 70,132 11 24 3.7 371.4 371.4 372.2 0.8 BN· 71,516 74 134 0.7 380.3 380.3 380.3 0.0 BO 72 ,676 90 234 0.4 380.3 380.3 380.8 . O.S BP 74,054 97 77 1.2 380.7 . 380.7 381.6 0.9 . I BQ 15,314 17 16 5.6 396.8 396.8 396.8 . 0.0 j 1Peet Above Mouth 118TH lANE SOlfTHEASl SQlfTHEAST 168TH 6'15" 122°11'15" 32 tI8TH AVENUE' AVENUE SOlfTHEASl 122ND PlAq: SOlfTHEAST ZONE X STREET S-tT'; STREET' SOUTHEAST STREET ZONE X '''~~t» , - NOTE: MAP AREA SHOWN ON THIS PANEL IS LOCATED WITHIN TOWNSHIP 23 NORTH, RANGE 5 EAST. 34 182NO STREET 133RD AVENUE 9'63 / 1'1 " /~O Z ,>v I 1 47026'15" JOINS PANEl 0991 122009'22" " " -... '. ,:' . ..... . I . -\)" '" '~J .~.,. . .. " -C , .'. . e'\"\ '" .':., . 0 .C) --o; ___ v_, ~ .'..J: ~ ._. ,-,' r:..·' I ~ ~ ~~ . ' 'tI. \J ~ ----' • ----.-~ -. ,,--,,~ .' ...... - . \ .. ~\". ~ -' 51~' .... --.... _ ... "" <Jl .~ .. \ ... , ... • 12~' " " I --- "\ ' . ->I -- .\ ....... ---:----- ... '" " ..... '..... ' ..... .. """ -----... _--""" '1'~ .' . +-..,.... ____ -:-JI ",,' __ ~ ~ . . -,------' .' . '" J .<;) .D --~ ....... -. Oll , C> C) o -.l - .-f ~ t ,.J f~ , \ --\~ . ; --1---- Vol. N - _ I";S--'I~ I I (~T • 60 '~ " • , 1\ '-:. -~-:--. ~. '006 ''''=' ",n5 oolMb'64 .~ <§I I <it...,., -,--/Nl, ',LTzII :"0 '1!9"I U ~ 'l:::!£J I06.n I ---0 :x: OZ' ~ 2.' n, 0:: ,,-&V8ib 'In , 1-.,J;?> r--7'-t----'=='-"-'-i1 '" 17W I~ rt> 't:::!I-170izj ~ ''EJ'' '" 'I y, 2=_. '" ",/;;JE~ :61, ,n I, I -'05 I "-= ,-~ UWS '0 . 12dZS I!ZPZIl' ,y,,, ~ '!-. '?~~ ',@4,?fI. ".c;:],4 ?n, .n 1'1- 7l[W 't:J i1t'Wf ~ 'U:>.""", ,iB's h" ' .r.El '5 ~' '§5 "/!~h 1~¥'11" .ii¥f6 Ji~ ~ ~ ~ ,.. "\;J ,~~ ~~o~' I~s-l ~ol~v '_e> ~ b r;ms3 :l 50 $17~ Ifrj~ 50 aLl'~ £ lfii .;,. 8~ ~s ,'\. -t as &s· """ ~ 85 B~:H.:') ~ ~ ~ ~. ~ 172ND ST. .\\l.; -.. ./ 1 1 10 1740'1 I ~ .>: J , " ' I -ooi;;;- " 7 _ Ol'e> \If. .. I . " 5 > I' , ,-.... \ , , -. S~· . , , \ , r;D I I ---+i----' ~ I~ ,- ~ 2, . (')' 4 :3 .. "I .~ ~ 2 -000<. 17.1 15 -000 7 tri "n~ ~ ~ t;i .. -: I#.:~-==-i ~ N ~ ... .ri 4 ~ ~ .(r,~ -~ D ,,:l' --S 1. -~ ,; -"____ ~ J ~-r. '11.1i ~2, 11.84" ~Gi n!l--rm_ -11> ~.~~ W g::-1~ !:! 8-. > - . ~ Z ft)·$Sd u_ : <t ., 'i' fT---=-= 1::.-'''-Iff':; 13~ ~J~NIr.®IM , 17016 170lS~ ~i7t8 40 VJo~ litMJ' :x: ~"c€l 3 II r1 1--_ /o·"~~/N. ! .. S~~. IX) . 12/~ C\1 ~,~ 'l ". 13 "'rn '<t-~I u-. {L lI,.84 r-", 60 Ig ~2 T~; ··ll I • 7 zl i 2 G g~;Ji -, gl~ QJ~-l--~ QnJI~J < n6. ! 11 .. i7ijSz I < -,-7'lfft-P . : 8 ( -. _______ i.-· '< I~~:-t' ~;J 13 IOJ ___ .!.3?___ __~ PE:f IJ· fJJ, J II. :_ I~ROV ~ n ~ITSKY i ~'! \ \ l'\ \ f'C \ \ I'-\ \ Ii -0$ '" CidelT J / // I , , \ I , 1(-- _~~"5 . -0"$ )~~..-._-:.o_[ -oJOO -0075 ~'-,.---~.--.--_!.:.._- -bO<)'O " " , , 'h , , , \ I I I '''..,,..-.. _- / /~----..... I ! \ , \ ~\ v • " ){'. )\ , ...... /,1 .... ----... ~ '-............ _--...... , , , "-'----....... " ------ ...... -... ..... -... ---, --... " ...... ---... _---... '~----""'" I \ I I \ " ", \,":\,'. ' .. " i< ~ ~ J .,----, , .... .. TRt ES 5(rr ;,. BRUSH • X 3711 .. j-.I.. ;.. ... B R U S H ..... ... -"'-"'~~-t?-'" B R US H ---1 X &79 .I.. ,/ / , / .... ~ .... .... / 1"'\ .. ... X ~2 I I ;: I I co I I Nil· -II I I I I .I I o o TR EES I i BR:SH I i O 0::1 I 1-1/ O ~II -1/ . I I I I I I ',,, .... -1-'" ", '"-,, i .. ;,..--1,.. ... J.. T R E E S .. .... ~ ...... ....... X 382 ." .a. .It.. ~........ .a. ............ .............. .' ..L P e.,.· -----.L. ---~'V/S/('r ~' ---. -~-~-.!!£:~O..... ... 38~ --~------------I. -..--___ tl.- ..... BRl' -.. ~~ -- SE28-23-05 T R E ES "- ..4.. 28127 /' ':!'ffi 33-23-05 33 T34 .0' ~TREES 'I ./ ,L: .. -.~ ;;; CU LT. / .............. _ •• , ' ~ ..,..,.-• FIELD '-... -C;C ' /' CULTIVATED FIELD • §'--I, 'I I . ~ -::;r. • .., / '. g-~I . . _-;;r~ ';---."\ r:~~ FIELD '. ~l( King County Department of Development '. And Environmental Servic~s I_f.' _ 1'~""~' "=I"' -,; ,-',r <"I' t' .J_ ), ' .... ' ~ r • ,0. ~.:, nl~' ,i~ Jl;-'~~ .l.. " w'" , ....... .... . ~., f;-,' "1 ">t';/~ ,_.~_ T R E ES City of Renton Topographical Map. Aerial Survey of 1962 Scale: I" 200', Cont. Int. 5 ft. Plottcd by O. R. Sellr.cd .... DD:: •• February 20. 1~98 , .. N 166 N ISS,OO N 164 .<------ . ' Notice of Application Worksheet i/-"" r /" ~ I Application Number "> ) 'J V <J I .11 ;,/ :.: Date Application Filed_~"",,-.+, --,I_.,.--!.~.~. --'-____ _ Project will be Determined Complete On ,jIll / t, ;; '" fA!' ,(, ('/) (If this has already happened, flag as URGENT) Date ApplicatIon NotIce must be posted by: :, C' I ~~, ( I 5 days from date Determ ined Com plete -d 7a-y---';de'li-er~m~If-· n-'e"d-c'--0-m-p71e-t-e -C-OU-I-' t-s -a-s day I) The 21 day Comment Period ends on:_~.1,-' f-/"'!?~' '-".?--+I--,0,--,', ... :) __ (Date posted counts as day I) I! N arne a f ApI' I ican t (m ust match the CT AS)_""k-cccc' --"P---,,-c-,-v_i"--".v LflL·1'-!V,-,',_",L...:k"'-'-{L< _~ _________ _ • Name of Contact Person Iz(1 V ["cst Phone No. (!1,2S»)'I'1~ (J3'7 -~~~~~~--------, Address of Applicant'_..2.F"_) -"(_---'0'-0,-1: x'------'--I--Lf_C,-L( ... C_! __________________ _ 'J, I -I 'I '\ List of permitsrequested at this time or in this application " '.' H I r 11/ j, VI/I.' h' i'l1~ b if,' I.:, i 1.;d>;! , Other Permits that are known and needed but are not included in this application. _____________ _ Current Zoning of site---"h-'~~~--'=~'__'(_',"'_)__'C_.<)'--'_',r.~, ...:k-"_-..--C'_',:z:::-_{L:=Sc:lco'/.,t) __ Total Area of the site :..1. Ij t:,r j) ( V Y '; (If there are mUltiple parcels, be sure to total all the parcels) List of all parcel numbers CI,J,'j C (' -() c; C I 'r '11 Are there any special comments or concerns that should be included in the notice or in preparing it? Are relevant environmental documents available at DOES? ______ ~ YES ,/ NO ___ --"-v __ _ If NO, where are they located? r"') Name of the nearest City_"i,,,,' -,t",+'-'-.( "'I"'(,'-'v'--\'"-"--c _________________________ _ Number of Posting Boards required, ___ l ____ _ /27 ft., Jtvc Je Location of Posting Boards (street name) or special instructiol1s ___________________ _ This sheet should be turned in with the following information: • Three sets of address labels (one set will be forwarded to SEPA with a copy of the Notice of Application) Please remember there must be at least 20 different property ownersj if not, you need to order Illore • One copy of the site plan on 8 Yz" x 14" paper; please double check to see that the north arrow is correct, that any streets are correctly labeled and that all adjacent property shows the correct zoning. . ' Dt!partmem of Development and Environmental Services Land Use Services Division 900 Oakesdale A venue Southwest Renton. Washington 98055-1219 File #: B03DCOOl Notice of Application , Applicant: La Fortuna LLC ATTN: Karl Best p,O, Box 1790 Snohomish, WA 98291 (425) 397-0739 ) Project Location: Parcel Number -079300-0020 Project Description: Construction of r .... ·) , Il!aji).cge, gfllailtg & .. thea IIltltrtes:fer 41 future town homes. "" ,+t.. ro •. & I d.,Co. ~'<~ I %-n... .-It.A ) ,',_ Q "'11.. .... -,.J-, l. h d . Permits requested in this application: Building ~s ~ Not Applicable Relevant environmental documents are available at the above address: Development regulations to be used for project mitigation, known at this time: 21A Consistency with applicable County plans and regulations: This proposal will be reviewed for compliance with all applicable King Connty codes including Roads Standards, Surface Water Design Manual, and Sensitive Areas Codes. Other permits not included in this application, known at this time: None The Department of Development and Environmental Services (DOES) will issue an environmental threshold determination pursuant to the State Environmental Policy Act (SEPA) on this application following a 21-day public comment period, which ends on March 27, 2003. Written comments on this application must be submitted to DOES at the address below. Any person wishing additional information on this proposed project should contact DOES at the address and/or telephone number listed below. You may review the application and any environmental documents or studies in our Renton office. NOTE: If you require this material in braille, audio cassette, or large print, please call (206) 296-6600 (voice) or (206) 296-7217 (TTY). Date of Mailing: Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 (206) 296-6600 =================================================== If you wish to receive a copy of the SEP A threshold determination on this application, complete and return this portion ofthe notice to the Land Use Services Division at the address listed above. File No. B03DCOOI Name: ----------------------------------------------------- Address: ________________________________ _ ____________________ Telephone No.: _____ _ F96/SPRS!Type-2.noa 1/30/98 de March 25, 2003 • Rose Andres DDES 900 Oaksdale Ave SW Renton, W A 98055 Dear Ms. Andres: -- "::'-I=: I spoke with you on the telephone about the La Fortuna project (B03DCOO1). I have some comments and would like to have some questions addressed. My family and I have lived at the neighboring corner for 16 II, years, so I think I am able to speak with knowledge of the neigbborhood. We have raised our children in this neigbborhood, and many of our neighbors have lived here as long or longer than we, so I am not writing as one who is unfamiliar with what goes on in this area. We have enjoyed living on 127th Ave SE, at the end ofa street that dead-ends just past the intersection beside our house. SE 172nd PI is on the South side of our house, as well, and several years ago the County put in speed bumps and traffic circles to slow down the drivers who used to race down the hill, so for the past four or five years (approximately) our street has been very quiet. Children from a young age ride bikes, skateboards, and roller-skate down the hill, with parents unworried about heavy traffic or speeders. However, should this complex be built, we will lose that quiet-street atmosphere. From what we can tell by the map, 127th Ave & 172nd PI will be the only ingress-egress for this complex. Is that correct? Frankly, we do not wish to add more traffic to our quiet neigbborhood! (I have also spoken to several of my neigbbors, who agree.) A second concern we have is that there is a large pond that supports quite a bit of wildlife. Neigbbors tell of the days when their children hunted tadpoles (in the '70's & 80's) and my children recall seeing their first tadpoles over there, before the owner fenced off the land. We still hear the frogs in the spring, and ducks & Canada geese regularly fly in to the pond. There is also a creek that feeds the pond (I understand it's part of Soos Creek) so there are wetlands issues that need to be addressed. There are other birds (a hawk or two regularly nest in the woods over there) and, I'm sure, other animals. I have even seen a coyote run from the woods over there, before it was fenced. We do not want to see the wildlife lose their homes. What, therefore, is going to be done about the pond & the wildlife that live there or in the woods? Isn't this a wetlands issue? As I mentioned, I have spoken to several neighbors and they also express the same concerns as my husband & I have. We do not wish for this complex to be built at all, actually, but are especially concerned that the wetlands and privacy issues will not be addressed. We didn't receive notice about the deadline to address comments until the middle of March, which hasn't given us much time to marshall our thoughts and send comments to you, but I hope we are able to get answers before this project goes further. We would like to know if there's some way someone could come out to our neigbborhood and address the issues I have raised in this letter. Please call me at work (8-5), at 425-432-5930, or at home, 425-228-0663. Thank you for addressing our concerns (or seeing that the correct person(s) do see my letter). Sincerely, cranAilb- Jeannette (& Michael) Hansen 17130 127th Ave SE Renton, W A 98058 March 25, 2003 Rose Andres DOES 900 Oaksdale Ave SW Renton, W A 98055 Dear Ms. Andres: I spoke with you on the telephone about the La Fortuna project (B03DCOOI). I have some comments and would like to have some questions addressed. My family and I have lived at the neighboring corner for 16 y, years, so I think I am able to speak with knowledge ofthe neighborhood. We have raised our children in this neighborhood, and many of our neighbors have lived here as long or longer than we, so I am not writing as one who is unfamiliar with what goes on in this area. We have enjoyed living on I 27th Ave SE, at the end ofa street that dead-endsjust past the intersection beside our house. SE 172nd PI is on the South side of our house, as well, and several years ago the County put in speed bumps and traffic circles to slow down the drivers who used to race down the hill, so for the past four or five years (approximately) our street has been very quiet. Children from a young age ride bikes, skateboards, and roller-skate down the hill, with parents unworried about heavy traffic or speeders. However, should this complex be built, we will lose that quiet-street atmosphere. From what we can tell by the map, I 27th Ave & 172nd PI will be the only ingress-egress for this complex. Is that correct? Frankly, we do not wish to add more traffic to our quiet neighborhood! (I have also spoken to several of my neighbors, who agree.) A second concern we have is that there is a large pond that supports quite a bit of wildlife. Neighbors tell of the days when their children hunted tadpoles (in the '70's & 80's) and my children reca11 seeing their first tadpoles over there, before the owner fenced off the land. We still hear the frogs in the spring, and ducks & Canada geese regularly fly in to the pond. There is also a creek that feeds the pond (I understand it's part of Soos Creek) so there are wetlands issues that need to be addressed. There are other birds (a hawk or two regularly nest in the woods over there) and, I'm sure, other animals. I have even seen a coyote run from the woods over there, before it was fenced. We do not want to see the wildlife lose their homes. What, therefore, is going to be done about the pond & the wildlife that live there or in the woods? Isn't this a wetlands issue? As I mentioned, I have spoken to several neighbors and they also express the same concerns as my husband & I have. We do not wish for this complex to be built at all, actually, but are especially concerned that the wetlands and privacy issues will not be addressed. We didn't receive notice about the deadline to address comments until the middle of March, which hasn't given us much time to marshall our thoughts and send comments to you, but I hope we are able to get answers before this project goes further. We would like to know if there's some way someone could come out to our neighborhood and address the issues I have raised in this letter. Please call me at work (8-5), at 425-432-5930, or at home, 425-228-0663. Thank you for addressing our concerns (or seeing that the correct person(s) do see my letter). Sincerely, f)ctllULe.kte Jeannette (& Michael) Hansen 17130 127th Ave SE Renton, W A 98058 this portion of the notice to the Lmd Use Services Division at the address listed above, File No, B03DCOOI ;";ame:'(/l nl"J/tt,l j\) 0('/1((1/ Ifr( I )5({ I Address i 'jf 2,., /'J ) +£, (t, '-to ,_S~" ~:=',--______________ _ (:~C' I, r.;",-ic-:I~ t) ,;;(..:,) Telephone No.: '-j)';,',.2,2S -U(;Ls "-'. I 11\.'" '-j VI 1\", j( ~OL( ," K .. >~ '" -' ~~-~ '-,~'- F~5/SI?~S/Type·2 .noa ~,~~ 1/JO/98 de '')(,{'p , : I L i't> S A ,/ d d.c --Ie-r frill' c',!r OYJ J) I.r c, s.e. ll7'lLlTY CONSmr.lCTlON cprrtActs .. _-,,-_1 _ 1 _ ---- --_ ..... ,,---.. .....-___ Ir. __ :r~,.!:k =-..... J -. --=-'~~ ~m~~ ----._- Pf10JECT fNF'()IIJI.ITlON ------~ ~4 :~~ --_ ... w._~ _ ... -~-' .. --.... '-" • .....,.* -, .. ~ l-U II. II-a 5<)' SCAJ..£; ,.- -,... .. ~ t7.""'.~~~- ~ ~--~ ... -._- -~ ..... --.- _.~ .-+-sa _ ._,_SO I; f;.-u-.sa $00", .-11-50 II.-.-,~-", ~-"",.. ... """v .... ~-.~ U '1&.'112..,...-__ ,.~--,--...... -_t.,_ ..... _ ..... ) ......... M.'~ .. ( -~-~ ",u .. ~~. - LEGAL DI:SCR!PTIONS- :':::'-·~~II~~""~..-M c·::"', ;;;! . ~ .-~-" '- y '""" ')" ,.-., J Ve' :~, '--::". · ....... ~~ CITY OF RENTON Jesse Tanner, Mayor PIanningIBuildingiPublicWorks Department Gregg Zimmerman P.E., Administrator March 26, 2003 Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, W A 98055-1219 SUBJECT: LA FOTUNA, LLC, FILE # B03DCOOl Dear Sir or Madam: Thank you for the opportunity of reviewing the subject development proposal. The City of Renton's PlanninglBuildinglPublic Works Department's comments follow: I) Water and Sewer service will be provided by the Soos Creek Water and Sewer District. 2) This proposed development is located within Renton's potential annexation area. Therefore, we request that any new streets within the development site be constructed to City of Renton street improvement standards. Sincerely, ~/fCtq2/~~ Gregg ziJmb~~inistrator PlanninglBuildingiPublic Works Dept. cc: Jennifer Henning Lys Hornsby Sandra Meyer ------,D""",ocu!!!!!illmen""",t2\co!.L-.' __________ ~ 1055 South Grady Way -Renton, Washington 98055 * This paper contains 50% recycled material. 30% post consumer AHEAD OF THE CURVE DATE: TO: CC: FROM: SUBJECf: CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM March 11,2003 Jim Gray/Fire Department / Lys HomsbylUtility Systems'" / Sandra Meyerlfransportation \j Lesley BetlachIParks Director Gregg Zimmerman; PfBfPW Administrator Jennifer Henning; Development Planning J'It'{v;'\ ~ Kiug County DDES Notice of Application File #: B03DCOOlI Applicant -La Fortuna, LLC Attached is a copy of the above subject notice. Comments must be submitted to the Department of Development and Environmental Services (DDES) by March 31,2003. Please refer to the attachment for complete details. Please submit all comments to Gregg Zimmerman, allowing sufficient response time. ® Deparunem of Development and Envirorunentai Services Land Use Sent!:es Division 900 Oake6<laJe Avel»Jt Southwest Renton, Wasb.lngtOn 9805,5-1219 Notice of Application File #: B03DCOOI Date Applicati"uFiIedlFebrua'i' 13,: 2003 . Date Determined .Complete'.Feb!'Uai:y.20;;ZOQ3 "~"e, "" . . " Applicant: La Fortuna LLC ~ov"-_!.!eNT '. ..... . . .,,' CitYOf' 1l~~~N/NG . ATTN: Karl B~t P.O. Box 1790 Snohomish, WA 98291 (425) 397-0739 MAR 1 0 2003 RECEIVED Project Location: 12632 SE Pretrovisky Road (Parcel No. 073900-0020) Project Description: Construction, with road, drainage, grading & other utilities, Qf 41 future town homes. Permits requested in this application: Building Relevant environmental doc?IDents are available at the above address: ~ Y,e., Development regulations to be used for project mitigation, known at thistime:21A .. . . 'of'" ':~~> ~~~-~" ':;W~~j':,~'i'~';! Consistency .with applicable90unty plans and regulations: This. propi>sa)'YW bi)~rl~.;':~di.Oi:cor1i~lilUl,:e . ·witbanaI!I'JI¢a~~g\~O\ln;l;l'c~:L·.,. fududin.g~:oalJ$~~liii~;:S);Jf.~~~1i0;;i:' Design Ma~U.I,.an4~l#ye'~a"~!I~':<;·';i:; '<'\"'~ ._..... ,'. '<"":o'!: • Other pennits not included in this application, known at this time: None The Department ofDevelopmerit~nd Environmental Services (DDES) will issue an environmental threshold detennination pursuant to the State Environmenta'l Policy Act (SEPA) on this application following a 21-day public comment period, which ends on March 31, 2003. Written comments on this application must be submitted to DDES at the address below, AIly person wishing additional infonnation on this proposed project should contact DDES at the address andl6r telephone number listed below. You may review the application and any environmental documents or studies in our Renton office., NOTE: If you require this material in Braille, audiocassette, or large print. please ~al1 (206) 296-6600 (voice) or (206) 296-7217 (1TY), Department of Development and Environmental Services Land Use Services DivIsion 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 (206) 296-6600 Date of Mailing: March 6, 2003 ========-----------================================ If you wish to receive a copy of the SEP A threshold determination on this application, complete and return this portion of the notice to the Land Use Services Division at the address listed above. File No. B03DCOOI Name: ______________________________ -'-- Address:,~ _____________________ _,_------ ___ -,-_______________ Telephone No.: _____ _ . '/' . :';.'i ~ ~ ci QUI JIOI "0'_ IIOJ~1:/.WiO::J J&3(/-X ' ......... . ci· I .! i . 01,· , ~i 1 , I : ' ! .1 , ,I r' I I . i ; , y, I I g .j ~ 1 ~ .... tK».NllHSrll4 '.J.JH/lO' QNI)/ (ffQJI ~)lSJ£\OIU1tI 3$ nit I ,tDJH I/JIID:! " &zsn0HNJl.()J, YJ/f1J.}/oi )!"1 ,\; -""- =.:: ..... : j', •. : ~ '.': :" :', "'/: :. , '. II " :, ; .... , "" . I I !II ' n, "'",: !J filII nUII 11 -', I::: ::: ::: :::: ::::: g,>i f I I I , ' U n I if f i l- n , l} I . fl ·tll II ': .11 If' 1I1li! IH!! ~! !i!!!ill A, . crr" o r:f) ;:' .. , ':, ' .. ;', . .:'~: . '. " .. :,: , ' .. . ; ::.':, .':';.:.'. ' . .. ':' ',' ,,,.)' .. .. ;;. ,.---""\ . ;J fJJ.A.L 12fllt ~)(.;'i 6('~ ,i., 'r, /tPdA{.A .. J)l',iO) :('(1.. "", 'Pnu~ DATE: TO: cc: FROM: SUBJECT: CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS MEMORANDUM March 11, 2003 Jim GraylFire Department Lys HomsbylUtility Systems Sandra Meyerffransportation Lesley BetiachlParks Director Gregg Zimmerman; PIBJPW Administrator Jennifer Henning; Development Planning JI>0 fpc'11\ King County DDES Notice of Application File #: B03DCOOli Applicant -La Fortuna, LLC Attached is a copy of the above subject notice. RECEIVED MAR 11 2003 CITY OF RENTON UTILITY SYSTEMS Comments must be submitted to the Department of Development and Environmental Services (DOES) by March 31, 2003. Please refer to the attachment for complete details. Please submit all comments to Gregg Zimmerman, allowing sufficient response time. ~ ':> twdt ~ CVV!# ~ tJ,'&fy,{) <JtIU./'U{ ~ JjrJdfJ3 • DATE: TO: cc: FROM: SUBJECf: CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM March II, 2003 Jim Gray/Fire Department Lys Hornsby/Utility Systems Sandral4eyen:renspndli&ion Lesley BetlachIParks Director Gregg Zimmerman; P/B/PW Administrator Jennifer Henning; Development Planning l\'" \ur\'\ King County DDES Notice of Application File #: B03DCOOl! Applicant -La Fortuna, LLC Attached is a copy of the above subject notice. RECEIVED MAR 1 Z 2003 Transport~tion-$y~terns Oiv. Comments must be submitted to the Department of Development and Environmental Services (DOES) by March 31, 2003. Please refer to the attachment for complete details. Please submit all comments to Gregg Zimmerman, allowing sufficient response time. I LA FORTUNA COMMERCIAL SITE DEVELOPMENT TRAFFIC IMPACT ANALYSIS KING COUNTY Prepared for D.R. STRONG CONSULTING ENGINEERS, INC. 10604 N.E.38th Pl., #101 Kirkland, WA 98033 April 25, 2003 Transportation Planning & Engineering, Inc. 2223 -112th Avenue N.E., Suite 101 Bellevue, Washington 98004-2952 Telephone: (425) 455-5320 Facsimile: (425) 453-5759 ~ [E CC lE J I:t i~ [Q) MAY 2 9 Z003 K.G. D.D.E.S. LA FORTUNA COMMERCIAL SITE DEVELOPMENT TRAFFIC IMPACT ANALYSIS KING COUNTY Prepared for D.R. STRONG CONSULTING ENGINEERS, INC. 10604 N.E. 38th Pl., #101 Kirkland, WA 98033 Prepared by TRANSPORTATION PLANNING & ENGINEERING, INC. 2223112'h Ave. N.E., Suite 101 Bellevue, WA 98004-2952 425.455.5320 Fax 425.453.5759 April 25, 2003 I EXPIRES 9/15/ 0<{ TRANSPORTATION PLANNING & ENGINEERING, INC. VICTOR H. BISHOp, P.E. President DAVID H. ENGER, P.E. Vice Prosldenl Mr. Luay R. Joudeh, P.E. 2223 _112,h AVENUE N.E., SUITE 101 -BELLEVUE, WASHINGTON 98004-2952 TELEPHONE (42S) 455-5320 FACSIMILE (425) 453-5759 April 25, 2003 D.R.STRONG CONSULTING ENGINEERS, INC. 10604 N.E. 38th Place, #101 Kirkland, WA 98033 Re: La Fortuna Commercial Site Development -King County Traffic Impact Analysis Dear Mr. Joudeh: We are pleased to submit this traffic impact analysis for the proposed 41 townhouse unit residential project located south of S.E. 172nd SI. at 127'h Ave. S.E. in unincorporated King County. Access to the site will be via 127'h Ave. S.E. with the construction of a new plat road. We have visited the project site and surrounding road network. This study has been prepared in accordance with King County guidelines for preparing traffic studies. King County Intersection Standards requirements as implemented by Ordinance #11617 which requires analysis of intersections that carry 30 or more site generated peak hour trips and at least 20 percent of the site generated traffic does not apply because the site's trip generation is such that no intersections are impacted by 30 or more peak hour trips. Therefore this is a limited scope traffic impact analysis with emphasis on the site access operations. The conclusions and recommendations begin on page 6 of this report. PROJECT DESCRIPTION Figure 1 is a vicinity map showing the location of the site and the surrounding road network. Figure 2 shows the preliminary site plan prepared by D.R. Strong Consulting Engineers, Inc. The project proposes the construction of 41 townhouse units in eight buildings on approximately 4.51 acres. The project is located south of S.E. 172nd SI. at 127'h Ave. Southeast.. Access is proposed via the extension of 127th Ave. S.E. to the south via a new internal roadway. Full development and occupancy of the project should occur by 2005. Therefore we used 2005 as the horizon year for this project. TRIP GENERA TION AND DISTRIBUTION Trip Generation A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination (exiting or entering) inside the proposed development. Mr. Luay R. Joudeh. P.E. D.R.STRONG CONSULTING ENGINEERS. INC. April 25. 2003 Page -2- The 41 unit La Fortuna project is expected to generate the vehicular trips during an average weekday and during the street traffic peak hours as shown in Table 1. The trip generation is calculated using the average trip rates in the Institute of Transportation Engineers (ITE) Trip Generation, Sixth Edition for Residential CondominiumfTownhouse (ITE Land Use Code 230). These trip generation values account for all site trips made by all vehicles for all purposes. including commuter. visitor. recreation. and service and delivery vehicle trips. Trip Distribution Figure 3 shows the projected trip distribution and the calculated site-generated traffic volumes. The trip distribution is based on the characteristics of the road network. existing traffic volume patterns. the location of likely trip origins and destinations (employment. shopping, social and recreational opportunities). expected travel times. and previous traffic studies. EXISTING PHYSICAL CONDITIONS The project site presently is undeveloped and is located at the southern end of 127'h Ave. Southeast. The intersection of S.E. 172 nd St.l127 1h Ave. S.E. currently does not have any signed traffic control. The middle of the intersection contains a small island. There is a marked five-foot wide bicycle lane on the south side of S. E. 172nd Street. Roadway Facilities Figure 4 shows existing traffic control. number of roadway lanes. number of approach lanes at intersections. and other pertinent information. The S.E. 172 nd St.l127'h Ave. S.E. intersection is currently controlled by a traffic island. The primary roads within the study area and their classification per the Arterial Functional Classification Map. December 1998 are as follows: Petrovitsky Rd. 128 1h Ave. S.E. S.E. 172nd St. 127'h Ave. S.E. Pedestrian Circulation Principal Arterial Collector Arterial Unclassified Unclassified There are no raised sidewalks in the project vicinity along 127'h Ave. S.E. or S.E. 172 nd Street. Pedestrians would use the existing paved shoulder or marked bicycle lane on S. E. 172 nd Street. Transit Facilities We have reviewed the King County Metro online map. 2003 for transit routes in the site vicinity. The map shows that METRO route 155. runs along S.E. 1681h St. and 1281h Ave. S.E. and connects to Petrovitsky Rd .• which in turn connects to transfer points for all areas in the Puget Sound area. Bus stops are located within a half mile of the proposed La Fortuna site. I Mr. Luay R. Joudeh, P.E. D.R.STRONG CONSULTING ENGINEERS, INC. April 25, 2003 Page -3- EXISTING TRAFFIC CONDITIONS Figure 5 shows existing PM peak hour traffic volumes at the analysis intersection affected by site-generated traffic. The analysis intersection is as follows: S.E. 172,d St.l127th Ave. S.E. Transportation Planning & Engineering, Inc., performed the existing PM peak hour traffic volume count at the above intersection on Wednesday, April 16, 2003. The existing traffic volume count data sheets are attached in the appendix. Level of Service Analysis Level of service (LOS) is a qualitative measure describing operational conditions within a traffic flow, and the perception of these conditions by drivers or passengers. These conditions include factors such as speed, delay, travel time, freedom to maneuver, traffic interruptions, comfort, convenience, and safety. Levels of service are given letter designations, from A to F, with LOS A representing the best operating conditions (free flow, little delay) and LOS F the worst (congestion, long delays). Generally, LOS A and B are high, LOS C and 0 are moderate, and LOS E and F are low. Table 2 shows calculated levels of service (LOS) for existing conditions at the pertinent street intersection. The LOS were calculated using the procedures in the Transportation Research Board Highway Capacity Manual, 2000 Edition. The LOS shown indicates overall intersection operation. At intersections, LOS is determined by the calculated average control delay per vehicle. The LOS and corresponding average control delay in seconds are as follows: TYPE OF I A I B I C I D I E I F INTERSECTION Signalized .:":10 > 10 and.:": 20 >20 and.:": 35 > 35 and < 55 > 55 and < 80 >80 Stop Sign Control < 10 > 1 0 and.:": 15 >15 and.:": 25 > 25 and.:": 35 > 35 and.:": 50 >50 The analysis intersection is currently operating at LOS A during the PM peak time period analyzed. The LOS calculation sheets are attached in the appendix. The County's LOS standard is E. Accident Data King County staff provided three-year (1999, 2000 and 2001) accident data for the analysis intersection and surrounding area. Table 3 summarizes the number of recorded I Mr. Luay R. Joudeh, P.E. D.R.STRONG CONSULTING ENGINEERS, INC. April 25, 2003 Page -4- accidents that occurred at the intersections during the three-year time period. The accident summary data sheets are attached in the appendix. There were no recorded accidents at the S.E. 172nd St.l127'h Ave. S.E. intersection which is the proposed La Fortuna project access. Other intersections in the vicinity are not experiencing a greater than average number of accidents. There is no apparent accident problem in the site vicinity. ROAD IMPROVEMENT PROJECTS King County The King County Capital Improvement Program (CIP) 2003, identifies the following road improvement projects that are planned to be constructed in the near future, in the vicinity of the proposed development: Project # 400400 Petrovitsky Rd ITS Southcenter Pkwy to SE 184th St. -Study and develop an integrated traffic signal (ITS) program for the Trans Valley route that starts on the east from SE 184th St on Petrovitsky Rd and follows along on SE 176th, Carr Rd, SW 43rd, S 18oth, and onto SE 180th St where it ends at Southcenter Pkwy. Funding to install equipment to coordinate signals along a portion of Petrovitsky Road is also budgeted. Project # 400197 140th Ave SE @ Petrovitsky Rd 140th Ave SE to 143rd Ave SE. - Improve the intersection of 140th Ave SE and SE Petrovitsky Road to provide dual left- turns and a right turn for each leg of the intersection. Other improvements include the addition of bike lanes from 140th Ave SE to 143rd Ave SE and from Petrovitsky Road to Pipeline Rd, illumination, drainage and curb, gutter and sidewalk improvements. Project # 400698 Benson Rd SE (SR-515) @ Carr Rd -Prepare DeSign Memorandum and Final Design Report including alternative analysis, traffic study, and environmental consideration. Prepare Plan, Specifications, and Engineer Estimate for preferred alternative. The intersection improvements are consistent with the Carr Road widening project. FUTURE TRAFFIC CONDITIONS WITHOUT THE PROJECT Traffic Volumes Figure 6 shows the horizon year 2005 PM peak hour traffic volumes at the analysis intersection. These volumes incorporate the projected traffic volumes from "pipeline" projects. Additionally, a three percent per year growth factor was applied to the background traffic volumes. The use of both the traffic by "pipeline" projects and a historical growth factor ensures a conservative analysis. Mr. Luay R. Joudeh, P. E. D.R.STRONG CONSULTING ENGINEERS, INC. April 25, 2003 Page - 5 - "Pipeline" Developments "Pipeline" developments are those that have either received concurrency certificates and have held a pre-application meeting with the County or those developments that have received permits. Attached in the appendix is a list of these nearby developments, as provided by King County Transportation Planning staff, that meets the "pipeline" criteria. The trips generated by the listed "pipeline" developments were distributed to the road system based on their location and traffic patterns in the area. It is not expected that any of the pipeline projects would add traffic to either S. E. 172nd St. or 127'h Ave. Southeast. Level of Service Table 3 shows calculated LOS for the 2005 PM peak hour without project conditions at the analysis intersection. The analysis intersection is projected to operate at LOS A. FUTURE TRAFFIC CONDITIONS WITH PROJECT Traffic Volumes Figure 7 shows the projected 2005 PM peak hour traffic volumes with the proposed project. The site-generated PM peak hour traffic volumes shown on Figure 3 were added to the projected background traffic volumes shown on Figure 6 to obtain Figure 7 volumes. Level of Service Table 2 shows calculated LOS for the 2005 PM peak hour with-project traffic conditions at the analysis road intersection. The analysis intersection and site access would not be significantly impacted by the proposed project and is projected to continue to operate at LOS A. Site Access Operation The vehicular access to the La Fortuna project is at the S.E. 172 nd S1.I127'h Ave. S.E. intersection. The intersection is expected to operate at good levels of service as noted in previous sections. The low traffic volumes from the La Fortuna project should allow the intersection to operate as it currently does, with the traffic island. Pedestrian Circulation Sidewalks are planned on one side of the new internal La Fortuna roadway. There are no raised sidewalks in the project vicinity along 127'h Ave. S.E. or S.E. 172nd Street. Pedestrians would use the existing paved shoulder or marked bicycle lane on S.E. 172nd Street. Mr. Luay R. Joudeh, PE. D.R.STRONG CONSULTING ENGINEERS, INC. April 25, 2003 Page -6- TRAFFIC IMPACT MITIGA TlON REQUIREMENTS King County's Mitigation Payment System (MPS) is utilized to provide funding for transportation improvements. The County is divided into 457 zones for which a residential fee has been pre-calculated. This project appears to be located in MPS zone #336. The MPS fee for multi-family residential units in zone #336 is $2,789.40 per unit ($4,649.00 X 0.6 " $2,789.40). The total MPS fee for the proposed 41 unit La Fortuna townhouse project is estimated to be 41 X $2,789.40" $114,365.40. In addition to the MPS fee the internal roadway facilities would need to be constructed to King County criteria. Therefore, coordination with the County is needed to ensure this road is constructed appropriately. SUMMARY, CONCLUSIONS AND RECOMMENDA TlONS This report used existing traffic data collected at the pertinent street intersection and roads identified for analysis. Level of service analyses were performed for existing and projected future traffic volumes, using the collected traffic data, for the "without" project condition. The evaluation of the traffic impact of the proposed project, inciuded adding project generated traffic to the future traffic volume projection and calculating the level of service. The "with" project traffic operations were then compared to the "without" project operations. The comparison of traffic operations "with" and "without" the project identified that the project with appropriate traffic mitigation measures would not significantly impact the operation of the analysis intersections or road corridors. Based on our analysis the La Fortuna townhouse project should be approved with the following traffic mitigation measures: 1. MPS fee contribution. The total MPS fee for the proposed 41 townhouse unit project is calculated to be $114,365.40. 2. Construct the project site and road improvements in accordance with applicable King County requirements. No other traffic mitigation should be necessary. Please contact me at (425) 455-5320, or via e-mail atlarrv@tranplaneng.comif you have any questions. LDH:lh Very truly yours, TRANSPORTATION PLANNING & ENGINEERINJJ;;. ~?~'PE--- Senior Transportation Engineer TABLE 1 VEHICULAR TRIP GENERATION LA FORTUNA COMMERCIAL SITE DEVELOPMENT -KING COUNTY TRAFFIC IMPACT ANALYSIS Time Period Trip Generation Trips Trips Total Rates Entering Exiting Weekday T = 5.86(X) 120 (50%) 120 (50%) 240 AM Peak Hour T = 0.44(X) 3 (17%) 15 (83%) 18 PM Peak Hour T = 0.54(X) 15(67%) 7 (33%) 22 Where T = Trips Generated X = Number of Dwelling Units (= 41) Based on the Institute of Transportation Engineers (ITE) Trip Generation, Sixth Edition, 1997 for Residential Condominiumrrownhouse (ITE Land Use Code 230). A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination (exiting or entering) inside the proposed development. Notes: TABLE 2 PM PEAK HOUR LEVEL OF SERVICE SUMMARY LA FORTUNA COMMERCIAL SITE DEVELOPMENT-KING COUNTY TRAFFIC IMPACT ANALYSIS Movement! Existing 2005 2005 In tersection Approach 2003 Without With Project Project S. E. 172nd St.I PM All A (7.0) A (7.0) A (7.1) 1271h Ave. S.E· Approaches Number shown is the average control delay in seconds per vehicle for the overall intersection at signalized intersections, or approach at stop sign control intersections. These values determine the LOS for intersections per the Highway Capacity Manual, 2000 Edition. C:\~Projects\K04J 150JIK043150J T,affle Impact AnalySIS doc TABLE 3 ACCIDENT SUMMARY LA FORTUNA COMMERCIAL SITE DEVELOPMENT -KING COUNTY TRAFFIC IMPACT ANALYSIS INTERSECTION 1999 2000 2001 TOTAL S.E. 172'0 SI.! 0 0 0 0 127'h Ave. S.E. S.E. 172"" SI.! 0 1 1 2 128'h Ave. S.E. 128'h Ave. S.E.I 2 1 5 8 Petrovitsky Rd. C:\-ProjedsIK0431503\K0431503 Traffic Impact Analysis.doc ST : T PL f Sf l7lS Sf ________________ 1 _______________ _ "Reproduced with permission granted by THOMAS BROS. MAPSe. This mop Is copyrighted by THOMAS BROS. MAPS •. It Is unlawful to copy or reproduce all or any port thereof, whether for personal use or resole, without permissIon. All rights reserved," VICINITY MAP LA FORTUNA TOWNHOUSES -KING COUNTY TRAFFIC IMPACT ANALYSIS FIGURE 1 ...... _ .... _ .... _ .... _._ ... _" ,i+,"1~-,,'-;,,"'" " .. __ ,._, ___ . ____ ,~"o:,t~ ............. _.e ........ . ~-'--'-~'--,-.. ,--·"~~~_t'~~f~~··,~~m-.--,!~~·~·mm . ............ _ .... "'''' .. -.... -_. ' .... -,_ .. ... -._-----_ .. __ ... _. '. ---. --_ .. _,--_ .. .. '. /' :':':::~ ::::::~:: ~':'~r'~':~: ::~)---'I~_"- • •• '.'.' • '.' _'. ~ _'.'i .. -....... .. . ,.,'.', .... ',',' ... Y.', '/ ,'fi,~,/ · ... -. -. -. , . -.. ' · .. . . . . . . .. .. . -, , -. . -.. , ...... ', .... -..... ,.~ .... ;: .. ~ :::::::::::::::: :,:~?:: :,/1 · . . . -. . .'. -. . . " , · ...• -•• " • -•. /~ •. -•.•• .>(' ... ,." • •.•••.••••. (~'---.••• : .. -~'t , ••••••• , ~ :t~ •• . ". -,,'.". >}:-: '\/' i ! i ! .,' " " I , fr i .. SITE PLAN ..... -". ----'. -' .. -............. ---" ..... -~ .. . _.~ ___ .~.".to--\ I \ I ." LA FORTUNA TOWNHOUSES -KING COUNTY TRAFFIC IMPACT ANALYSIS FIGURE 2 ill OUT TOTAL 15 7 22 petrovitskY Rd. LEGEND 10% w vi m > « L ~ r--. N 0 ~ ~ • _12 80% 2_ ~ r ~o<O 50% X -PM Peak Hour Traffic Volume & Direction Lei (f) m > « ~ If) L ~ co N ~ ~ ) 1-~ 5_ ~ SITE GENERATED PM PEAK HOUR TRAFFIC VOLUMES LA FORTUNA TOWNHOUSES -KING COUNTY TRAFFIC IMPACT ANALYSIS N not to scale 25% FIGURE 3 S.E. 1 Traffic island in middle of intersection Petrovitsky Rd. LEGEND o Traffic Control Signal ~ Stop Sign XX mph Posted Speed Lim it w VJ <Ii > <{ ..c:: +' " N _ Approach Lone & Direction XL Number of Roadway Lanes 25 mph 2L 35 4L EXISTING CONDITIONS LA FORTUNA TOWNHOUSES -KING COUNTY TRAFFIC IMPACT ANALYSIS w VJ <Ii > <{ ..c:: +' 00 N ..c:: Q. E -' N If) N not , N to scale FIGURE 4 S.E. 172nd st. petrovitsky Rd. LEGEND Wednesday 4-16-03 4: 45-5: 45 PM X -PM Peak Hour Troffic Volume & Direction w vi ai > <C EXISTING PM PEAK HOUR TRAFFIC VOLUMES LA FORTUNA TOWNHOUSES -KING COUNTY TRAFFIC IMPACT ANALYSIS 1 N not to scole FIGURE 5 S.E. 1 petrovitsky Rd. LEGEND X -PM Peak Hour Traffic Volume & Direction w (J) Q) > <{ PROJECTED 2005 PM PEAK HOUR TRAFFIC VOLUMES WITHOUT PROJECT LA FORTUNA TOWNHOUSES -KING COUNTY TRAFFIC IMPACT ANALYSIS , N not to scale FIGURE 6 st. petrovitsky Rd. LEGEND X -PM Peak Hour Traffic Volume & Direction w III Q) > « PROJECTED 2005 PM PEAK HOUR TRAFFIC VOLUMES WITH PROJECT LA FORTUNA TOWNHOUSES -KING COUNTY TRAFFIC IMPACT ANALYSIS I N not to scale FIGURE 7 APPENDIX HeM Unsignalized Intersection Capacity Analysis 3: SE 172nd St & 127th Ave SE 8<157>"'4 too3 EBFC'WBL,': WBT .WBR .-0' NBL Lane Configurations 4-4- Sign Control Yield Yield Volume (veh/h) 3 21 0 0 13 9 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (veh/h) 3 23 0 0 14 10 0 DifE1CIiolWIT'ane·1!:i';~~.<;·.EB·F"TWEF1T;. NB·.HS;SB·E;.;··I1'Ci'T'0··~~I'?;r~ Volume Total (vph) 26 24 Volume Left (vph) 3 0 Volume Right (vph) 0 10 Hadj (s) 0.1 -0.2 Departure Headway (s) 4.0 3.8 Degree Utilization, x 0.03 0.02 Capacity (veh/h) 891 653 Control Delay{s) 7.1 6.9 Approach Delay (s) 7.1 6.9 Approach LOS A A Delay HCM Level of Service Intersection Capacity Utilization Baseline TRANSPBELL-ST51 0 0 0 0.0 4.0 0.00 900 7.0 0.0 A 7.0 A 13.3% 10 9 1 0.1 4.1 0.01 859 7.2 7.2 A ICU Level of Service t ~ NBT NBR 4- Yield 0 0 0.92 0.92 0 0 'T.O .,". A 4/25/2003 \. ! .; SBL SBT SBR 4- Yield 8 0 1 0.92 0.92 0.92 9 0 Synchro 5 Report Page 1 HCM Unsignalized Intersection Capacity Analysis ! 3: SE 172nd St & 127th Ave SE Wrvl(f" wf2 fttc-r' i I' Movementc . " EBLEBT .•. EBR WBl.,:WEir WBR,' NBL 'NBT' NBR Lane Configurations Sign Control Yield Yield Volume (veh/h) 3 22 ° ° 14 10 Peak Hour Factor Hourly flow rate (veh/h) 0,92 0,92 0,92 3 24 ° 0,92 0,92 0,92 ° 15 11 Volume Total (vph) 27 26 ° 10 Volume Left (vph) 3 ° ° 9 Volume Right (vph) ° 11 ° 1 Hadj (s) 0,1 -0,2 00 0.1 Departure Headway (s) 4,0 3,8 4,0 4,2 Degree Utilization, x 0,03 0,03 0.00 0.01 Capacity (veh/h) 890 654 889 857 Control Delay (s) 7.1 6.9 7.0 7.2 Approach Delay (s) 7.1 6.9 0.0 7.2 Approach LOS A A A A Delay Yield ° ° 0,92 0,92 ° ° HCM Level of Service Intersection Capacity Utilization 7,0 A 13.3% ICU Level of Service Baseline TRANSPBELL-ST51 ° 0,92 ° A SBL 8 0,92 9 4/25/2003 SBT ,f. Yield ° 0,92 ° SBR 1 0,92 Synchro 5 Report Page 1 YCM Unsignalized Intersection Capacity Analysis 3: SE 172nd St & 127th Ave SE fjrn.sif wi M6vementi!j ""'';-')-;;;11'" ' "'EBt:"EBT ;" EBR':'.iWBL';UrW B:t!'VV BR NBL -," Lane Configurations 4-4- Sign Control Yield Yield Volume (veh/h) 3 22 2 12 14 10 1 Peak Hour Factor 0.92 0.92 0.92 0.92 0,92 0,92 0,92 Hourly flow rate (veh/h) 3 24 2 13 15 11 1 Volume Total (vph) 29 39 8 11 Volume Left (vph) 3 13 1 9 Volume Right (vph) 2 11 7 1 Hadj (s) 0,0 -0,1 -0,5 0,1 Departure Headway (s) 4,0 4_0 3,6 4.2 Degree Utilization, x 0,03 0,04 0,01 0,01 Capacity (veh/h) 892 634 970 851 Control Delay (s) 7,1 7,1 6,6 7.2 Approach Delay (s) 7,1 7,1 6,6 7,2 Approach LOS A A A A Delay HCM Level of Service Intersection Capacity Utilization 7,1 A 13,3% ICU Level of Service Baseline TRANSPBELL-ST51 4/25/2003 ! .; NBT: NBR SBL SBT SBR 4-4- Yield Yield 0 6 8 1 1 0,92 0,92 0,92 0,92 0,92 0 7 ,'." -,-",'" _,,:--')-:i;-;':":-' \ ":'4"'-- A 9 Synchro 5 Report Page 1 Larry Hobbs From: To: Sent: "Mark J, Jacobs" <mjacobs@tranplaneng,com> "Larry Hobbs, PE" <Iarry@tranpianeng,com> Monday, April 21, 2003 1:28 PM Subject: Fw: traffic accident data request SE 172nd Street -122nd to 129th Avenues SE Acdd<'ll! li;IUll'. UI/I)I/1999" 12/~S/2il(1I Qu,\J)JU\N'I' CASI,: ID D:\T" TI.\[I; ,\CC SEVElUTY PEl) ACE WE:\ n 11':1( LlGI!'! INC R(lAD(:0I.1.lSI0r-.: TYI'[': [)I:''I"\:'-; STUFf'."!" I <)<}_76567.> loll ~/1<)9<) 19:20 1""1""'t}' j)"m"J~~ () 01-17009510/26/2001 2(U5I'rc'Pcn~' Datn~~cO lUi"inr, SnQwing Itallling Snnwin~, 1J.1rk <treel hr,ht Dry \-d, "'rlke! f"cd obi 122t'-.:n ;\\'E S[, SI·: 172:--<1) $[ n~rk Sln'(t light ''>'ff \hwing \"l'b ~Irikc~ pMkrd () 122:"J1l :\\'1"':::'1-: S-E 172;-"-() ST 00·99.nOI 08/2512000 IO-:!') Inj",,· '\ec I) 0\·310010 11/1 :;/2(~I] 11 :.1.1 Jnjur;' Ace J),,}'];~llt Wtl RIghI a"gl~ II Usn! \\'1' SE ."1: 1721'>:1):::'"1" lJAyl,)'),! \Vcr Ilighr;onglc (l I~Hnl ;\VI'!'I·: :'1.1i:!r--:DS·1 127th Ave, SE -south of SE 172nd St. SE to north of SE 164th Street .. 1o "k,,1 'i,li",.; IJI/UI/l')<)') ·11/28/21~)] t"lU.\DR,\N"i" C,\!'F. lD D"n·: "1"1.\11·: ,ICC SI,VER1TY I'EI) :ICE "'EATI WR 1.1(;IITlNC ROAD C( )1.1.1.~1(}t\· r\ I'E DIST \""-.J STItFET I .<;;'1'111:1,:'1' 2 ~ ')9-lI(0I:'2; u2/1;;19')') ~-15 1'''~1'nt)' !'hn,.~,.>O ell-a. or Cloud)' n ... k me,", light Dr)" \I""ill)( ""11 ,1I;k,'~ parhd 1"-) 1~7111 ,1\"1, :W ~I' ](,(:,"[ II;;' I '~l-(,761()('(I(,jn/20}\) 2.1-,';." 1''''PCII), I )_"H,')!C n Ck·o\r (If Ci"<I<i)' n",k "r<'clliglu Df) .\I"'-"l!: "d, ",,,kc" 1',,,l,,,1 120 127111.'\\'I'.SI': :'F ]'i\ll"l 1 1'1. 128th Ave, SE· SE 176th to SE 164th Streets An-L<kn' listing 111/01/1999 -]2/28/:z,~Jl QU,II)RANT CASEID DSI"E '1'1\11-: ,ICC.st;VERITY I'FD_IGE ,,'E,HIIER LlGII"I"ING RO,Ii) COI.I.ISlllj\ -n I'E 01;;''1'.\:-.1 ~TIII'.I\T I ,),).67(,1J?01/23/1'J')9L10 InluryA~( S,,,,w,ng D.,kst,c"tlighl\\',·f n'ghta"b~" H 12111'1t ,I\'E,';I', SI·: 1('7TJIS"I" ')')-(,11)28002/19/1999 ] 'i-)5 Injur)' !\~~ S"o\l'ing 1).,)'light \'l'-e. H~~ht nllgl~ () 128'1'11 :\ \ Ii SI·: SI: "IeTt,()\TI SKY l1.n- 9')-11(,1022 03/12/1<),)<) (,,~.~ 1'''1'<'11)' D,,,n.Igl' 0 """"''''!: D~)lighl Dry SD [,olio """l:ht "ne <1',1' RE (\ I ~H rt I ,\ \'1 ~ SI '. ~I:. 1'1' I'lIO\'l r,-;I-.:Y ItJ)- 'J').('/N.~](, 12/12/1 'N') 2JII I'''~l("r'l' n,"""g~ ,j SI\o""".I: I),uk <!r~<'r lil',ht IX"'I \Io"i,,!: "~h S!f;kc~ I'Mk",1 ·120 12..'1 rt I }\ \"1: SJ': ~I ': 1(,7"1"11 :" I 01) ('7(.579 01/2<>/201.)0 20:::!·1 l'f<)p~l'Iy !>,II"'I);~ 0 CleM or <:I<)",\y D..-k m~ct I,ghl Dry Sf) 100l1! ,wighr hOlh mo.'",)! Itl·: WII I1H I J I :\ "E SJ·: SI·: I r, 1'111 S"I" nO"I!90776 (12/?ll/2fXIf) 1(i,l)lll'ml',"I)' t);""~g" 11 CleM or (:I"udy n"l'logl\{ I),)" 1.{-"l'i,,1': !lm'cw.,), H~O 12..'1'1'11 ,\ 1'1, SE SI': 17::0:-':1):"'1" 1)0·889776 OJiOJ/2\X~j H20 (niury ,\c"e 0 5,,0 ... ·i,,1': [)~ll;l;h! \\"'t ~\) h'-,!h srr.lighr bNh """"n)'; ItL'. IOJ 12MI II ,\\"1, SI': :"1'. 16·n II :-;'1 nn.I!')[),)4S(l7/2.1/2(J(1I)1'):10I'rnl',",lyl)."'~lgcO CI,"Aro,CI""dy D")hght Dr)" .~[)"Il"th<'," Il 121lTI1 \\'I:.~I· ~1'IMqIIST oo-99.D'H 08/25/2(100 lU:2') inju.y ,Icc 0 Itaimng Ih)'I'glu \\'ct High! ""glc 12M-III ,I \"J.: .~I ': SI': J72r--:D S I OO-,)<)33021J'J/06j:2O)O(,,25 ["('rert)' lhm.,W' [) Itlillin!!, DJ)'I'gh{ I\"tr Ol)onc'1r turn one m,liglu 0 12STII :\VI: ::+. SI': [,E-I [(()I'IT~K\" Itl) _ tll·1621Jrj~ OI! 17 /2{J()l 1 U_, l'{{)l'cf!)" Dnn",1'" II Cbr or CI"nd)' n')"I~h! Dr)" :;n :011 uthcr~ 190 128"111:11"10::;1' SE I (,(, I'll :>'1' (ll-I~5'HI O:!/03/2{)I.H .U() P"'I'~'ly [)~n".w 0 R~ininp: [)~{k met! lighl I~'l{ Vd, $frik~~ (,~cd (.ili 128TII An,: . __ " SI! !'I,:TI\O\"["r::;KY IU)_ !I1-'J')3!~J-I 02/ I.V2,~)1 14: l,j l'mpcft)" l),l!n".~,e /I II 1),,),I'l:lu <) S[) l"'lh "r:"I\[,1 b",h "''',-;,,~\ I~I': .175 ] 2IlTI! :\ \'1' ::;1·: SI': I (,~TII S'I UI-H'iS21l (H/O,';:!(J(11.21,()ll'lopcrt)' [)"<n~h'(' II Snr,wing D~,k !rt<'CI l,glH l'l:c, Si) 1>Dlh m'I'rJu 1"'lh m'>Vinl~ R" I) 12~'t II _\\"1 S10 ~" 1'1·:1 R( I\TtSf... Y liD lJl-S'.lU724 1I~/2(,/2'~)1 II :21) Inju,), .-I'-f' () (;I'"J' '" (;Ioud)' DJ)"I\gh! D!)' SI) buth "tr~'ght """ SIl\1' HE 0 128"1"11 :1 \'J-: ::;1'. 51: I (.''-111 ~T o 1-11.9512 OI\/()2J2(~)1 21 :~(, Propert;· J).'m"g~ 0 CI~,1f <>r (l"l,dy DJrk ~Ill~t h!!,lu Dry ~\) hmh m";i<ht one ,rop Ill: I :!R'III :\ \'1' Sf<: :'1, 1'1,: I nOHI:-;1-.: \' ltD .- (I], nuon Ilii!(Jj/2(~11 2.1:t<ll'r<>r,·rty [)n<n~r,c'll l(.unin(1 1)"lbghl l),y ()[) nne I! h"n rnlc .I'";ght II 12k"l"I t ,\\'1,.'>1-: .~I· I'FTlH)\'ITSK\ ltD - OJ·JIII·[jI(, III/I'JIZ!))! 12:00 1''''l'c,t)· [) .• "'.,!-.~,O II D.,),light 9 \'d, ~Irikc~ l;xcd (,hj II 12llTII.-I\'I:S1·: SI': [(,')1'11 SI (l] -31U2_H 11!07 nool !I:22 Iniury :\~C 0 Cicn! ar Clc'udy DJylighr Dry SI) lm,h H,,',y,hl "lie 'I"!, Ill', II 121!Tll ,\ \T ::;1·: SF l'I'TIt{)\TrC:K \" 11 U OI.)lI)I)O'J 11/1.1/2ml 11,40 Injury :\c~ Sn<\U'lng 1)")'light \'I-'~t H;ght.ml-\I~· (l 1281'11 :\\'1' S1~ SE ](,TII. $'1 OI·Jlll{lll!!!/L'>/2(~l1ll:551Iliur)".\~c () Sno\l',ng D,l)"hghr \VCI H'I:htarl.~le II 11IirJI.\VI·::':I:, S10 In['.;D~r Page 1 of 1 4/22/03 King County Transportation Concurrency Pipeline Projects in the Vicinity of 128th Ave SE SE 176th Status' I' Filei,hW'd; >c' ,c'",PropertyAddress,:>',"j: ::~I,'SF Units, I: MF Units 1 ~,:,\;t<' Use ,it> ", 1 Sq Ft (Comm) Parcel ,EX§M,F':r_,OI-0~-:?,~~I __ 186081_1.~I1..Avenue SE_''_ "_ ,.3 _ o Sin!lIEl Family Residential 0 ,~197800_10~ 'APF'ROVE '01-05:02:02_SE Petrovits,k), Rd & 125th Av_SE 9 0 Single Family Residential 0 07390000_42 APPROVE 01-07:1.?.::~1..,1,8612 12~th Avenue SE 32 0 Single Family Residential 0 61996.00080 APPROVE 01-10-3,0:02 18809 134th Ave, 18 0 Single Family Residential 0 3423059129 APPROVE 02-02-05-01 12632 Pet~o\lit~kyRoad !?E" .0 41 Multifamily Residential 0 97390.00026 APPROVE 02:03:18-01 11925 SE PetrovitskyRd 23 0 Single Family Residential 0 61966.00380 APPROVE 02-.05-13-02 :13120 SE 192nd Street .0 0 Church Additions/Alterations 43852 3323059.077 ._ ... _-_. __ .. __ .•. _-,-----., .. _-_._-._-. -. -.... _-_._---. ,.,. . .... ---."".-... _._-_ ... APPROVE '02-1.0-07-02 ,12044 ~~_184th Place 20 0 Sing!tlFamily Residential 0 6199600320 APPF<.,<:J\lE 0~:01-23-01 124ti2,A\ie!1uEl. SE & SE 192nd ,~~~eL,._ ,,_,_19 "' .. ,,_ 0 Single Family Residences 0 ,61~900_0260 APPROVE 03=~1=3.1-02 12~32 Petrovitsky Road SE, ",0 '" _ .. 41 Multifamily Residential 0 0739g.00_026 APPROVE: Jg~::.02-?~:03 12308 SE.Pet~ovrtsky Road ,,_~6 ____ .0 ~i,n(Jltl Family Residential 0 073900Q~,5.1 APPHOVE :03=03:~.3::.02 _-,12_~!6 SE 192nd Street 20 o Single Family Residential 0 6199000240 APPROVE95-10-26-0112~0?~§'F'El.tr()Vitsky Rd_ 44 OSirlgle Famil)' Residen~ial 0 28~30.59027 APPROVE 96-03-18::01 PEltrovitsky Rd & 134 Ave SE 0 150Mul~family _ 0 34230590.08 APPROVE ,96-10-?3-01, 17300-125 Ave SE 13 .0 Single FamilyHesidential 0 .o739.oO.oQ41 APPROVE '97·01·29-01 17803118 Ave SE 1 0 Single Family Residential 0 6196600280 APPROVE _ .. " APPROVE , . 98.::0,4-~~::0!.?etrovitsky Rd & 134 AVt) SE 99-03-15-03 • 122XX SE Petrovitsky 4/25/03 7:.07 AM o .0 30 Multifamily 172 Multifamily o 2723.059.049 ---_._ .. .0 .0739000056 --. - --- Pipeline Projects ~\\~ OIW \ B03DCOOI WASHINCTON TITLE COMPANY 15 S. Grady Way, Suite 120, Renton, Washington 98055 (425)255-7575 FAX (425)255-0285 Seattle (206)682-5269 Skyline Properties Inc. 606 120th Avenue Northeast #D-204 Bellevue W A 98005 Attn: Grigory Yelkin Commitment No. R265116-1 Dear Grigory: , , , Customer Reference: JohalfY elkin Effective June 13, 2002, the service fee for recorded documents will increase $10.00: Document Recording Fee: $19.65 -First Page $ 1.00 -Each Additional Page Except the following documents: Re-recordings of Deeds of Trust Assignment of Deed of Trust Appointment of Successor Trustee Resignation of Trustee Substitution of Trustee Map Recording Fees: $55,00 -Base Fee All other recording charges authorized by law remain unchanged. Thank you for giving us the opportunity to provide you with our services. WASHINCTON TITLE COMPANY 15 S. Grady Way, Suite 120, Renton, Washington 98055 1425)255·7575 FAX (425)255·0285 (800)215-8404 COMMITMENT FOR TITLE INSURANCE NO. R265116-1 SECOND REPORT INQUIRIES SHOULD BE MADE TO: Unit I -(425)255-7472 Seattle (206)682-5269 Fred Marquiss, Sr. Title Officer Kim Read, Title Assistant Donna Roeller, Assistant Title Officer Effective Date: October 18, 2002 at 8:00 a.m. SCHEDULE A I. Policy or policies to be issued: 1992 ALTA Owner's Policy Coverage : Standard Liability : TO BE DETERMINED. PROPOSED BUYER: TO FOLLOW 1992 ALTA Loan Policy Coverage : Extended Liability : TO BE DETERMINED. PROPOSED LENDER: TO FOLLOW Customer Reference: J ohalN elkin 2. The estate or interest in the land described or referred to in this commitment and covered herein is a FEE SIMPLE. 3. WASHINGTON TITLE COMPANY agrees to issue on request and on recording of appropriate documents, its policy or policies as applied for, with coverage as indicated, based on the preliminary commitment; Fee simple title to the property described herein is vested, on the date shown above. in: NILAKUMARI JOHAL and KARNAIL S. JOHAL wife and husband, and GRIGORY YELKIN and TA TY ANA YELKIN. husband and wife subject only to the exceptions shown herein and to the temlS. conditions. and exceptions contained in the policy form. Commitment No. R265116-1 SCHEDULE A CONTINUED 4. The land referred to in this Commitment is described as follows: LotCs) 3, Block 1, Benson Heights, according to the plat thereof recorded in Volume 48 of Plats, pagers) 98, in King County, Washington; EXCEPT the southerly 12 feet thereof, conveyed to King County for widening of Petrovitsky Road, by deed recorded under Recording Number 8506130904. END OF SCHEDULE A 2 CO" TI\'l'ED Commitment No. R265116-1 SCHEDULE B Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: GENERAL EXCEPTIONS: A. Rights or claims disclosed only by possession, or claimed possession, of the premises. B. Encroachments and questions of location, boundary and ar-ea disclosed only by inspection of the premises or by survey. C. Easements, prescriptive rights, rights-oC-way, streets, roads, alleys or highways not disclosed by the public records. D. Any lien, or right to a lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by Jaw, and not shown by the public records. E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the public records. F. Any service, installation. connection, maintenance. tap, capacity or construction charges for sewer, water, electricity, natural gas or other utilities, or garbage collection and disposal. G. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. H. Indian tribal codes or regulations. Indian treaty or aboriginal rights. including easements or equitable servitudes. I. Water rights, claims or title to water. J. Defects, liens. encumbrances. adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this commitment. SPECIAL EXCEPTIONS: I. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: IN FAVOR OF: FOR: DISCLOSED BY INSTRUMENT RECORDED: RECORDING NUMBER: AFFECTS: King County Temporary construction June 13, 1985 8506130905 Southerly portion of said premises 2. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: RECORDING NUMBER: PT)RPOSE: June 13, 1985 8506130906 A greement to reconstruct driveways 3 CO,,-TI:>L ED Commitment No. R265116-1 3. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED: FROM: A.F. Plant and Inez Plant, his wife and Franklin D. Plant, and Evelyn Plat, his wife RECORDED: May 29, 1953 RECORDING NUMBER: 4349507 INCLUDING BUT NOT LIMITED TO THE FOLLOWING: Reserving to the grantors, their heirs, successors and assigns forever, excepting and reserving unto the sellers, their heirs, successors and assigns forever, all minerals of any nature whatsoever, including coal, iron, natural gas, and oil, upon or in said land, together with the use of such of the surface thereof as may be necessary for exploring for and mining or otherwise extracting and canrying away the same; but the sellers, their heirs, the market value at the time mining operations are commenced of such portion of the surface as may be used for such operations thereon. NOTE: No examination has been made to detenmine the present record owner of the above minerals, or mineral lands and appurtenant rights thereto, or to detenmine matters which may affect the lands or rights so reserved. 4. RESTRICTIONS CONTAINED ON THE FACE OF THE PLAT AS FOLLOWS: No lot or portion of a lot in this plat shall be divided and sold or resold, or ownership changed or transferred whereby the ownership of any portion of this plat shail be less than the area required for the use district stated on this plat, namely 35,000 square feet for S-I Suburban use, with a minimum of 135 feet. All Lots in this plat are restricted to S-I Suburban use governed by and subject to restrictions, rules and regulations of the county zoning resolution no. 11373 and subsequent changes thereto by official county resolution. Approved for septic tanks installed in accordance with specifications of King County Health Department Except Ail Lots in Block 2 which require individual Lot approval in writing. 5. Easement for grading of street slopes. as necessary. over portion of premises adjoining any street or alley. (·() .... Tl .... LED Commitment No. R265116-1 6. EASEMENT FOR GRADING OF STREET SLOPES, AS NECESSARY, OVER PORTION OF PREMISES ADJOINING STREET OR ALLEY AS GRANTED IN INSTRUMENT: RECORDED: RECORDING NUMBER: GRANTEE: June 13, 1985 8506130904 King County 7. DEED OF TRUST, AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Nilakumari Johal and Karnail S. Johal, wife and husband, Grigory Yelkin and Tatyana Yelkin, husband and wife TRUSTEE: Chicago Title Insurance Co. BENEFICIARY: North American Mortgage Company ADDRESS: 3883 Airway Drive, Santa Rosa, CA 95403 LOAN NO.: 4830378-809 AMOUNT: $297,000.00 DA TED: October IS, 2001 RECORDED: October 19,2001 RECORDING NO.: 20011019002251 5 CO'.;TI'LED 8. 9. Commitment No. R265116-1 GENERAL AND SPECIAL TAXES AND CHARGES: First half delinquent May \, Second half delinquent November I: YEAR: 2002 GENERAL TAXES: AMOUNT BILLED: $2,242.33 AMOUNT PAID: $1,121.17 AMOUNT DUE: $1,121.16 SPECIAL DISTRICT: AMOUNT BILLED: $142.09 AMOUNT PAID: $71.04 AMOUNT DUE: $71.05 SPECIAL DISTRICT: AMOUNT BILLED: $1.68 AMOUNT PAID: $.84 AMOUNT DUE: $.84 SPECIAL DISTRICT: AMOUNT BILLED: $2.80 AMOUNT PAID: $1.40 AMOUNT DUE: $1.40 TAX ACCOUNT NUMBER: 073900-0015-01 LEVY CODE: 4250 CURRENT ASSESSED VALUE: Land: $\09,000.00 Improvements: $91,000.00 Payment of Real Estate Excise Tax, if required. The property described herein is situated within the boundaries of local taxing authority of Unincorporated King County. Present Rate of Real Estate Excise Tax as of the date herein is 1.78%. 6 Commitment No. R265116-1 10. Until the amount ofthe 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. 11. Title is to vest in persons not yet revealed and when so vested will be subject to matters disclosed by a search of the records against their names. END OF SPECIAL EXCEPTIONS NOTES: A. The language contained in the printed Exclusions from coverage and Conditions and Stipulations of the Policy committed for may be examined by inquiry at the office which issued the Commitment, and a specimen copy of the insurance Policy Form(s) referred to in this Commitment will be furnished promptly upon request. B. Investigation should be made to determine if there are any service, installation, maintenance, or connection charges for sewer, water, electricity or Metro Sewer Treatment Capacity Charge. C. In the event the transaction fails to close and this commitment is cancelled, a fee will be charged to comply with the State Insurance Code and the filed schedule of this Company. D. Abbreviated Legal for purposes of King County Recorders Office is: Lt 3, Blk I, Benson Heights Add, Vol 48/98. E. The records of King County and/or our inspection indicate that the address of the improvement located on said land is: 12632 Southeast Petrovitsky Road Renton, Washington 98055 A Single Family Residence According to the King County Tax Rolls the dwelling was built 1955. 7 CO:\'Tl\L'ED Commitment No. R265116-1 F. All matters have been cleared for ALTA Extended Policy coverage and/or Homeowners Endorsement coverage. G. The Loan Policy to be issued will contain a Form 8.1 (Environmental Protection Lien) Endorsement. FBlby May 16,2002 END OF SCHEDULE B 8 CO:\ TI;"'L'ED Commitment No. R265116-1 COMMITMENT FOR TITLE INSURANCE TICOR TITLE INSURANCE COMPANY, a California corporation, by Washington Title Company, a Washington corporation, its authorized agent, herein called the Company, for a valuable consideration, hereby commits to issue the 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 one hundred eighty (180) days 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. WASHINGTON TITLE CO¥'P(~:Y, ,as: A,~nt By: L F' ftY It ..... > Authorized Signatory . 9 , ' 1"'--::" I ' , . " " " I ,~, /, ", , ,: , 1-" ';- I . ~~' I ,. , ~ , ,,;/ '". //10 " I; ~ Ii 1-, I ~-:.:. I' " ,~, " • ,I' .'~" -., < ':;2G_2~ .J ~~~ I~ I " " . ' '\;'~ , .' \,' l~,1 ,..,-- I " '0 , j: " .:',i '. I: • • ,. w ~ W > " • , I ~ ,< • ~ ~ " ~ ~ ~ ,.~ ~T ,. 'l " 0 - t ." • I'l I __ ,-_-,,-_...i. __ ~:f'. _ 04 _25 E.,-------- ~t ...... ..,_2:~~ ..;.:; '" ~ ~ ~' : .... = <=> ~ After Recordmg, Rerum to Name Kamau S Johal Address 17818 NE 116111 St Redmond, WA 98052 Escrow No 20010709 1111111,,""",1 2001101900,2J50 CHICAGO nn.; \It! ~ aet OF 1112 le/11'2111 \~:1a )CING coUtn't. lolA E1847678 '"""'211+,"'" ~ ~.c:C::: pAGE elt OF eet Abbrevmted Legal DC$CnptlOn Full Legal Descnpnon ProperryTax Parcel No 073900-0015-01/073900-0015-84 STATUTORY WARRANTY DEED THE GRANTOR(S), Jess H. Worley and Mary J. Worley, bUiband and wile, for and m CQQS1deranon of TEN DOLLARS (SID DO) AND OTIIER GOOD AND VALUABLE CONSIDERATION. m hand pa"l. conveys and wanants to Nilakumari Johal and Karnall S. Johal, wife and busband and Grigory Yelldn aDd Ta~ Yelkln, hU&band and wife, GRANTEE(S), the foUowmg descnbed real estate. situated to. the County of Kmg, State of Washmgton LOT 3. BLOCK I. BENSON HElGIITS, ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 48 OF PLATS. PAGE 98. IN KING COUNTY. WASHINGTON; EXCEPT THE SOUTHERLY 12 FEET THEREOF, CONVEYED TO KING COUNTY FOR WIDENING OF PETROVITSKY ROAD. BY DEED RECORDED UNDER RECORDING NUMBER 8506130904. SUBJEcr TO. RIghts, Reservanons, RestnctlOns, ~ents, Covenants andlor Easements as dlsclosed on ExhIbIt "A" attached hereto and Incorporated herem by tIllS reference as thougb fully set forth DATED October 15.2001 ~ i STATE OF WASHINGTON COUNTY OF KING ) ) ) SS C. TI-'S3:5\.f;1-L/ ~ PJ-,,($9 r cc:rnfy that I know or D:ave sallsfactory eVldence that Jess H W()riey and Mary I Worley ISIm the person(s) who appeared before me, and SaId person(s) acknowledged lhat helshelthey Signed thJs lllStrum.eD.t and acknowledged It to be hlsIher/thclT free and voluntary act for the uses and purposes menDoned tn the U'LSttument Gtven under my hand and officw seal thls ~y of October, 200! KMen Reuland NOTARY PUBUC Ul and for the Stale at Washmgton., re81dmg at Woodmvdle My COmnusSLOfl expJreS' 04/29/04 " '" '" = .... SPECIAL EXCEP110NS A 0EME!-lENT AND THE TERMS AND CONDITIONS THER!?:OF; GRANTEE: PURPOSE: AREA AFFECTED: RECORDED. RECORDING NUMBER: KING COUNT'.{ TEMPORARY CONSTRUCTION SOUTHERLY PORTION OF SAID PREMISES JUNE 13, 1985 8506130905 .8 UXCEPTIONS AND RESERVATIONS CONTAINED IN DEED , FROM: RECORDED. RECORDING NUMBER: A F. PLANT AND INEZ PLANT, HIS WIFE AND FRANKLIN D. PLANT, AND EVELYN PLANT, HIS WIPE MAY 29, 1953 4349507 AS FOLLOWS' RESBRVING TO THE GRANTORS, THEIR HEIRS, SUCCESSORS AND ASSIGNS FOREVER, EXCEPTING AND RESERVING UNTO THE SELLERS, THEIR HEIRS, SUCCESSORS AND ASSIGNS FOREVER. ALL MINERALS OF ANY NATURE WHATSOVEVER, INCLUDING COAL, IRON, NATURAL GAS, AND OIL, UPON OR IN SAID LAND, TOGETHER WITH THE USE Of' SUCH OF' THE SURFACE: THEREOF AS MAY BE NECESSARY FOR EXPLORING FOR AND MINING OR OTHERWISB EXTRACTING AND CARRYING AWAy THE SAME; BUT THE SELLERS, THEIR HEIRS, SUCCESSORS AND/OR ASSIGNS SHALL PAY TO TIlE' GRANTEES, THEIR REIRS, THE MARKET VALu~ AT THE TIME MINING OPERATIONS ARE COMMENCED OF SUCH PORTION OF 'THE SURFACE A.S MAY BE USED FOR SUCH OPERATIONS THEREON, ~RESTRrCTIONS CONTAINED IN SAID PLAT AS FOLLOWS- NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGED OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORtION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR nt:E USE DISTRICT STATED ON THIS PLAT, NAMBLY 35,000 SQUARE FEET FOR S-l SUBURBAN USE, WITH A MINIMUM OF 13S FEET ALL LOTS IN THIS PLAT ARE RESTRICTED TO S-l SUBrJRBAN USE GOVERNED BY AND SUBJECT TO RESTRICTIONS, RULES .AND REGtTLATIONS OF THE COUNTY ZONING RBSOLUTION NO. 11373 AND SUBSEQUENT CHANGES THERETO BY OFFICI~!:: CQ.~ R.lt='!!Q.LIIT.tIW APPROVED FOR SEPTIC TANKS INSTALLED IN ACCORDANCE WITH SPECIFICATIONS OF' KING COUNTY HEALTH DBPARTMENT EXCEPT ALL LOTS IN BLOCK 2 WHICH REQUIRE INDIVIDUAL LOT APPROVAL IN WRITING. D ~IGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UpON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED_ GRANTEE RECORDED RECORDING WJMBER' KING COUNTY JUNE U, 1985 8506130904 I: OGREEMEN':' A.l\ID TH3 TER}1S .bJ® CONDI'I'IONS TH:::RECF' AND. RECORDED RECORDING NUMBER REGARDING: JESS H WORLEY AND MARY J WORLEY, HIS ' ... IFE KING COUNTY JUNE: 13, 1985 8506130906 AGREEMENT TO RE~ONSTRUCT DRIVEWAYS = = = '" 1111111111111111 20011019002251 Return To NORTH AMERICAN MORTGAGE COMPANV~ P.O BOX 808031 PETALUMA. CA 94976-8031 FINAL REVIEW AU 062 CHICAGO TITLE OT 32.&8 AAGi .. I OF 125 It/il/Zltl 14: 1& KIN. GO~TY. W~ Assessor's Parcel or Account Number 073900-0015-01184 Abbreviated Legal DesCrtpl10n PORT ION OF LOT 3, BLOCK 1. VOLUME 48. OF PLATS. PAGE 98. (Include lot. block and plat or sectlon, townshIp and range) Full legal descnptIOn located on page 3 Trustee CH I CAGO TITLE I NSURANCE CO. '"'zw"'A"'j-------(Space Above ThlS Line For R.ecording Data.l --------- M74 cn-'33'3 tf3i-~ ;< S rsS / ~ s;z DEFINITIONS DEED OF TRUST 4830378-809 Words used m multiple sectIOns of thIS document are defIned below and other words are defmed 10 SectIOns 3. II. 13. 18. 20 and 21 CertaIn rules regardmg the usage of words used m thIS document are also provIded In SectIOn 16 (A) "Secunty Instrument" meaos tlus document. whICh IS dated OCTOBER 15, 2001 together WIth all RIders to thIS document (B) "Borrower" IS N I LAKUMAR I JOHAL AND. KARNA I L S. JOHAL, W I FE AND HUSBAND, GRIGORY YELKIN AND, TATYANA YELKIN, HUSBAND AND WIFE Borrower IS the trustor under thIS SecUrIty Instrument (C) "Lender" IS NORTH AMER I CAN MORTGAGE COMPANY" W ASHINGTON.Slngl e Famlly-F.nnoc Moe/Freddie Mac UNIFORM INSTRUMENT Form 3048 liD! N-C-6 (WA) (0012) ;::J:::: J ~~; l~~~ ~ ~ G A OS FOR~~I:lt!o lS2t?lllllllllllllllllllllllllllllllllllllllllllllllllllllllil11111111111111111111111111111 .' o.n c-... C'< = = en = = <::> ..... Lender IS a CORPORAT ION organized and eXistIng under the laws of DELAWARE Lender's address 15 3883 AIRWAY DRIVE SANTA ROSA, CA 95403 Lender IS the beneflctary under thIs Secunty Instrument (D) "Trustee" IS CHICAGO TITLE INSURANCE CO, (E) "Note" means the promissory note SIgned by Borrower and dated OCTOBER 15, 2001 The Note states that Borrower owes Lender TWO HUNDRED NINETY SEVEN THOUSAND AND 00/100 Dollars (U S $ 297,000.00 ) plus Interest. Borrower has promised to pay thiS debt tn regular PeriodiC Payments and to pay the debt In full not later than NOVEMBER 01, 2031 (F) "Property" means the property that IS described below under the headmg "Transfer of RIghts m the Property" (G) "Loan" means the debt eVidenced by the Note, plus mterest, any prepayment charges and late charges due under the Note, and all sums due under thiS Security Instrument, plus mterest (H) "RIders" means all Riders to tlus Security Instrument that are executed by Borrower The followtng Riders are to be executed by Borrower Icheck box as apphcable) ILJ Adjustable Rate RJder o Balloon RIder OVA RIder o CondomInIUm RIder o Planned UnIt Development RIder o BIweekly Payment R,der REGULAR RIDER o Second Home RIder W 1-4 FamdY Rider W Other(s) [speCIfy) (I) "Appltcable Law" means all controlhng apphcable federal, state and local statutes, regulatIOns, ord.nances and admmlstratlve rules and orders (that have the effect of law) as well as all apphcable flOal, non-appealable JudICIal OpiniOns (1) "Community Assoc.ahon Dues, Fees, and Assessments" means all dues, fees, assessments and other charges that are Imposed on Borrower or the Property by a condomInIum assoC1.ation, homeowners assoclat10n or Slmllar orgaruzatlOn (K) "ElectrOnic Funds Transfer" means any transfer of funds, other than a transaction onglnated by check, draft, or SImIlar paper Instrument, whIch IS .nIttated through an electromc termlna!. telephontc IOstrument, computer, or magnetIc tape so as to order, Instruct, or authOrize a Imanctal IfiStltutlOn to debit or cred,t an account Such term mcludes, but ,s not !tmlted to, potnrof-sale transfers, automated teller macmne transactIons, transfers lnlttated by telephone, w"e transfers, and automated c1eannghouse transfers (L) "Escrow Items" means those Items that are descnbed In SectlOn 3 (M) "MIscellaneous Proceeds" means any compensatIOn, settlement, award of damages, or proceeds paid by any thtrd party (other than IOsurance proceeds paId under the coverages descnbed In SectIOn 5) for (.) damage to, or destructlon of, the Property, (11) condemnatIOn or other taklng of all or any part of the Property, (Ill) conveyance .n heu of condemnatIOn, or (.v) misrepresentations of, or omtsslons as to, the value and/or condttion of the Property (.'Ii') "Mortgage Insurance" means Insurance protectmg Lender agOlnst the nonpayment of, or default on, the Loan (0) "PeriodIC Payment" means the regularly scheduled amount due for (tl pnnc.pal and lnterest under the Note, plus (11) any amounts under SectlOo 3 of thiS SeCUrIty Instrument (P) "RESPA" means the Real Estate Settlement Procedures Act (12 USC SectIOn 2601 et seq) and .ts Implementmg regulatIon, Regulation X (24 C F R Part 3500), as they mIght be amended from t.me to time, or any addItional or successor legislatIOn or regulatIOn that governs the same subject matter As used In thIS Secunty Instrument, "RESPA" refers to all requirements and [55 N:}' 10ltJ.\, C. i ry ~-6(WA) (0012} P'g' 2 of 15 Form 304& 1101 = = = "'" resmctlOns that are Imposed In regard to a "federally related mortgage loan" even If the Loan does not qualIfy as a "federally related mortgage loan" under RESPA (Q) "Successor In Interest of Borrower" means any party that has taken tItle to the Property. whether or not that party has assumed Borrower's oblIgatIOns under the Note andlor thIS SecUrIty Instrument TRANSFER OF RIGHTS IN THE PROPERTY Tlus Secunty Instrument secures to Lender. (I) the repayment of the Loan. and all renewals, extensIOns and modIf,cat,ons of the Note. and (II) the performance of Borrower's covenants and agreements under th,s SecUrIty Instrument and the Note For thIS purpose, Borrower Irrevocably grants and conveys to Trustee, m trust, with power of sale, the followmg descnbed property located In the COUNTY of KING (Type of Recording Jurisdiction] (Name of RecordIng JurlsdlctlOn] LOT 3, BLOCK I, BENSON HEIGHTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 48 Of PLATS, PAGE 98, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTHERLY 12 FEET THEREOF, CONYEYED TO KING COUNTY FOR WIDENING OF PETROVITSKY ROAD, BY DEED RECORDED UNDER RECORDING NUMBER 8506130904. ParcellD Number 073900-0015-01/84 12632 SE PETROVITSKY ROAD RENTON ("Property Address') whIch currently has the address of [CIty], Washmgton 98058 (Street) [ZIp Coo.] TOGETHER WITH all the Improvements now or hereafter erected on the property, and all easements, appurtenances, and f,xtures now or hereafter a part of the property All replacements and addItIOns shall also be covered by thIS SecurIty Instrument All of the foregOing IS referred to In thIS Securtty Instrument as the "Property," BORROWER COVENANTS that Borrower IS lawfully seIsed of the estate hereby conveyed and has the rIght to grant and convey the Property and that the Property IS unencumbered. except for encumbrances of record Borrower warrants and WIll defend generally the !Jtle to the Property agaInst all claIms and demands, subject to any encum brances of record. THIS SECURITY INSTRUMENT combmes urnform covenants for natIonal use and non-umform covenants With lImIted varlatlOns by jUnSdlcttOn to constitute a umform security Instrument coverIng real property U"IFORM COVENANTS Borrower and Lender covenant and agree as follows I Payment of Pflnclpal, Interest. Escrow Items, Prepayment Charges, and Late Charges Borrower shall pay when due the prIncIpal of. and Interest o(n, the ,;pbt e~ldenced by the SF N~ Inlhals ~ y. ff' ~.6(WA) (0012) Peg' 3 of 15 Form 1048 JlOI = = = c-.. term of the Loan, Lender may reqUlre that Commumty AssoCiatIOn Dues, Fees, and Assessments, I! any, be escrowed by Borrower, and such dues, fees and assessments shall be an Escrow Item Borrower shall promptly furnish to Lender all notices of amounts to be paid under thiS SectIOn Borrower shall pay Lender the Funds for Escrow Items unless Lender Waives Borrower's obltgatlOn to pay the Funds for any or all Escrow Items Lender may waive Borrower's obilgatlOn to pay to Lender Funds for any or all Escrow Items at any lime Any such Walver may only be 10 Wfltlng [n the event of such waIver, Borrower shall pay dlfectly, when and where payable, the amounts due for any Escrow Items for whIch payment of Funds has been Walved by Lender and, If Lender requlfes, shall furnlsh to Lender receIpts eVldencmg such payment Within such time penod as Lender may reqUlre Borrower's obhgatlOn to make such payments and to proVIde receIpts shall for all purposes be deemed to be a covenant and agreement conmned tn thiS Secunty Instrument, as the phrase "covenant and agreement" IS used 10 Secuon 9 If Borrower IS obhgated to pay Escrow Items dlfectly, pursuant to a waIver, and Borrower falls to pay the amount due for an Escrow [tern, Lender may exerc,se Its fights under SectIOn 9 and pay such amount and Borrower shall then be oblIgated under SectIOn 9 to repay to Lender any such amount Lender may revoke the waiver as to any Or all Escrow Items at any tIme by a notiCe gIven 10 accordance WIth SecttOn 15 and, upon such revocatIon, Borrower shall pay to Lender all Funds, and 10 such amounts, that are then reqUlred under thIS SecttOn 3 Lender may, at any tIme, collect and hold Funds In an amount (a) suffiCient to permit Lender to apply the Funds at the I1me spectfted under RESPA, and (b) not to exceed the maxtmum amount a lender can requtre under RESPA Lender shall esttmate the amount of Funds due on the baSIS of current data and reasonable esttmates of expenditures of future Escrow Items or otherwtse In accordance WIth Applicable Law The Funds shall be held 10 an Insl1tuttOn whose depostts are msured by a federal agency, Instrumentality. or entity (mcludtng Lender, It Lender IS an InstitutIOn whose deposits are so Insured) or 10 any Federal Home Loan Bank Lender shall apply the Funds to pay the Escrow [terns no later than the lime speclfted under RESPA Lender shall not charge Borrower for holdIng and applytng the Funds, annually analyzlOg the escrow account, or verlfytng the Escrow items, unless Lender pays Borrower lOterest on the Funds and Apphcable Law permtts Lender to make such a charge Unless an agreement tS made 10 wrtUng Or ApplIcable Law requtres tnterest to be patd on the Funds, Lender shall not be requtred to pay Borrower any Interest or earmngs on the Funds Borrower and Lender can agree 10 wrttlOg, however, that tnterest shall be patd on the Funds Lender shall gtVe to Borrower, wtthout charge, an annual accountlOg of the Funds as requtred by RESPA If there tS a surplus of Funds held 10 escrow, as deftned under RESPA, Lender shall account to Borrower for the excess funds m accordance wtth RESPA If there tS a shortage of Funds held tn escrow, as deftned under RESPA. Lender shall nottfy Borrower as reqUired by RESPA, and Borrower shall pay to Lender the amount necessary to make up the shortage lo accordance wtth RESP A, but In no more than 12 monthly payments If there IS a deflctency of Funds held In escrow, as deftned under RESPA, Lender shall notify Borrower as requtred by RESPA, and Borrower shall pay to Lender the amount necessary to make up the deftciency tn accordance wtth RESPA. but In no more than 12 monthly payments Upon payment In full of all sums secured by thts Secunty Instrument. Lender shall promptly refund to Borrower any Funds held by Lender 4. l.narges, LIens Borrower shall pay all taxes, assessments, charges, fInes, and ImpOSl"'Clons atmbutable to the Property whtch can .ttatn pnonty over th,s Securtty [nstrument, leasehold payments or ground rents on the Property. If any, and Commumty ASSOC13tlOn Dues, Fees, and Assessments, 1f any To the extent that these Items are Escrow Items, Borrower shall pay them In the manner prOVided tn SectIOn 3 t ,),:;!, tiS 10.".1, G-Y. Ty ~-6(WAI (0012) Page 5 of 15 FOr"m 1048 1101 = .'Jote and any prepayment charges and late charges due under the Note Borrower shall also pay funds for Escrow Items pursuant to SectIOn 3 Payments due under the Note and thIs Secunty Instrument shall be made In C; S currency However, If any check or other JOstrument receIved by Lender as payment under the Note or thIs SecUtlty Instrument IS returned to Lender unpaId, Lender may requIre that any or all subsequent payments due under the Note and trus SecurIty Instrument be made In one or more of the follOWIng forms, as selected by Lender (a) cash, (b) money order, (c) certIfIed check, bank check, treasurer's check or cashIer's check, prOVIded any such check IS drawn upon an InslltutlOn whose depoSIts are Insured by a federal agency, Instrumentahty, or entity, or (d) ElectrOnic Funds Transfer Payments are deemed receIved by Lender when received at the locatIOn desIgnated JO the Note Or at such other locatIOn as may be dtslgnated by Lender JO accordance WIth the notIce prOVIsIons 10 Section 15 Lender may return any payment or parllal payment If the payment or parllal payments are ,nsuff,c,ent to bring the Loan current. Lender may accept any payment or part,"1 payment IOsufflclent to bring the Loan current, Without wa,ver of any nghts hereunder or prejudice to Its nghts to refuse such payment or partIal payments In the future, but Lender IS not obligated to appiy such payments at the I1me such payments are accepted If each Penodlc Payment IS apphed as of Its scheduled due date, then Lender need not pay IOterest on unapphed funds Lender may hold such unapphed funds unlll Borrower makes payment to bnng the Loan current If Borrower does not do so wltrun a reasonabie penoo 01 lime, Lender shall eIther apply such funds or return them to Borrower If not apphed earher, such funds w!ll be apphed to the outstandmg pnnclpal balance under the Note ImmedIately pnor to foreclosure No offset or claIm whIch Borrower mIght have now or In the future against Lender shall relIeve Borrower from maklOg payments due under the Note and this Secunty Instrument or performing the covenants and agreements secured by trus Security Instrument 2 ApphcatlOn of Payments or Proceeds. Except as otherWIse desCribed 1fl thLS SectIOn 2, all payments accepted and apphed by Lender shall be apphed In the follOWing order of Prlonty (a) IOterest due under the Note, (b) prinCipal due under the Note, (c) amounts due under SectIOn 3 Such payments shall be apphed to each PeriodIC Payment In the order 10 which It became due Any rem.,llIng amounts shall be apphed fIrst to late charges, second to any other amounts due under thiS Security Instrument, and then to reduce the prinCipal balance of the Note If Lender recOlves a payment from Borrower for a dehnquent PerIOruc Payment whIch mcludes a suffiCient amOunt to pay any late charge due, the payment may be apphed to the dehnquent payment and the late charge If more than one PeriodIC Payment IS outstandmg, Lender may apply any payment receIved from Borrower to the repayment of the PeriodIC Payments If, and to the extent that, each payment can be paid in full To the extent that any excess eXIsts after the payment IS applied to the full payment of one or more PerlOruc Payments, such excess may be applied to any late charges due Voluntary prepayments shall be applied flfst to any prepayment charges and then as desCribed 10 the Note Any applIcatIOn of payments, Insurance proceeds, or MIscellaneous Proceeds to prinCIpal due under the Note shall not extend or postpone the due date, or change the amount, of the Penodlc Payments 3 Funds for Escrow Items Borrower shall pay to Lender on the day Period,c Payments are due under the Note, until the Note IS paId In full. a sum (the "Funds") to prOVIde for payment of amounts due for (a) taxes and assessments and other Items whIch can attam pnortty over thiS Secuflty Instrument as a lien or encumbrance on the Property, (b) leasehold payments or ground rents on the Property, If any, (c) premIUms for any and all insurance reqUired by Lender under SectIon 5, and (d) Mortgage Insurance premIums, If any, or any sums payable by Borrower to Lender 10 lieu of the payment of Mortgage Insurance premIUms In accordance with the provlslOns of SectIOn 10 These Items are called "Escrow Items" At onglnatl0J;:?s,yaWjlme during the In,,,.I, t y /y ~-6(WA) (0012) Page 4 of 15 Form 3048 1101 " Borrower shall promptly discharge any hen whJCh has prtOf!!Y over th,s Secuflty Instrument unless Borrower. (a) agrees 10 wfltlng to the payment of the obhgatIOn secured by the hen In a manner acceptable to Lender, but only so long as Borrower IS perform1ng such agreement, (b) contests the hen In good faIth by, Or defends agatnst enforcement of the hen In, legal proceedIngs whIch in Lender's opinion operate to prevent the enforcement of the l,en whtle those proceedings are pendmg, but only untIl such proceedlngs are concluded, or (c) secures from the holder of the l,en an agreement satIsfactory to Lender subordinating the lien to thIS Security Instrument If Lender determines that any part of the Property 18 subject to a lien wh,ch can attaIn pnoflly over thiS Secunty Instrument, Lender may gJve Borrower a notIce IdentIfYing the lIen W,th,n 10 days of the date on which that notIce IS given, Borrower shall sat1sly the hen or take One or mare of the actIOns set forth above In thIS SectIOn 4 Lender may requIre Borrower to pay a one~lme charge for a real estate tax verif,catIOn andlor reporting servIce used by Lender In connecttOn WIth thIS Loan 5 Property Insurance Borrower shall keep the Improvements now eXlstlOg or hereafter erected on the Property Insured agalDS! loss by f,re, hazards Included wlthm the term" extended coverage," and any other hazards mcludmg, but not limIted to, earthquakes and floods, for whIch Lender reqUIres Insurance Th,s Insurance shall be maIntained In the amOUnts (Includ,ng deductIble levels) and for the periods that Lender reqU[res What Lender reqUIres pursuant to the preceding sentences can change dUrIng the term of the Loan The IOsur.nce camer prOVIdIng the Insurance shall be chosen by Borrower subject to Lender's nght to d,sapprove Borrower's chOIce, whIch nght shall not be exerCIsed unreasonably Lender may requIre Borrower to pay, In connectIon WIth thIS Loan, either (a) a one-tIme charge for flood zone determlOatlon, cer!!f,catlOn and trackIng serVICes, Or (b) a one~lme charge for flood zone determmatlOn and certIfICatIOn servIces and subsequent charges each tIme remappIngs or SImIlar changes occur whIch reasonably mIght affect such determmatlOn or cerllfIcatlOn. Borrower shall also be responsIble for the payment of any fees Imposed by the Federal Emergency Management Agency In connectIOn wnh the review of any flood zone determm3tlOn resultmg from an objection by Borrower If Borrower faIls to mamtam any of the coverages descnbed above, Lender may obtaln Insurance coverage, at Lender's optIOn and Borrower's eKpense Lender IS under no obhgatlOn to purchase any partIcular type or amount of coverage Therefore, such coverage shall cover Lender, but mIght Dr mIght not protect Borrower, Borrower's equIty In the Property, or the contents of the Property, agatnst any rIsk, hazard or liabIlity and mIght prOVIde greater or lesser coverage than was preVIOusly In effect Borrower acknowledges that the cost of the Insurance coverage so obtaIned mIght SIgnIf,cantly exceed the cost of msurance that Borrower could have obtamed Any amounts dIsbursed by Lender under thIS SectIOn 5 shall become add,tional debt of Borrower secured by thIS SecUrIty Instrument These amounts shall bear interest at the Note rate from the date of dIsbursement and shall be payable, WIth such Interest, upon notIce from Lender to Borrower requesllng payment All Insurance poliCIes reqUIred by Lender and renewals of such pobcles shall be subject to Lender's nght to d,sapprove such POlICIes, shall Include a standard mortgage clause, and shall name Lender as mortgagee andlor as an additIOnal loss payee Lender shall have the fight to hold the poilcles and renewal certIf,cates If Lender requIres, Borrower shall promptly gIve to Lender all receIpts of paid premIums and renewal nollces If Borrower obtaIns any form of lfisurance coverage, not otherWIse reqUIred by Lender, for damage to, or destructIOn of, the Property, such polIcy shall Include a standard mortgage clause and shall name Lender as mortgagee and/or as an addltlOnal loss payee In !he event of loss, Borrower shall gIve prompt notIce to the Insurance carner and Lender Lender may make proof of loss if not made promptly by Borrower Unless Lender and Borrower otherWIse agree In WrIting, any lnsurance proceeds, whether or '1otrlb.e ..l.l.nderlying lnsurance was /-.'), . 'J N :J In" .. ls t '( 7y ~-6(WA) (0012) Page 6 of 15 Form 3048 1101 = - = = c-.., required by Lender, shall be applied to restoratIOn or repair of the Property, If the restoratIOn or repair IS economically feasIble and Lender's secunty is not lessened DUring such repalf and restoratIOn pen ad, Lender shall have the right to hold such Insurance proceeds untll Lender has had an opportunity to mspect such Property to ensure the work has been completed to Lender's satisfactIOn, prOVided that such mspectlOn shall be undertaken promptly Lender may disburse proceeds for the repalfs and restoratIOn In a smgle payment or In a senes of progress payments as the work IS completed Unless an agreement IS made In wrIting or Apphcable Law reqUIres mterest to be paid on such Insurance proceeds, Lender shall not be requlfed to pay Borrower any mterest or earnmgs on such proceeds Fees for publIc adjusters, or other third parties, retaIned by Borrower shall not be pOld out of the InSUrance proceeds and shall be the sole oblIgatIOn of Borrower If the restoratIOn or repalf is not economically feaSible or Lender's seeunty would be lessened, the lfisurance proceeds shall be apphed to the sums seeured by thIS Secunty Instrument, whether or not then due, WIth the excess, If any, paid to Borrower Such lnsurance proceeds shall be applled In the order prOVIded for m SectIOn 2 If Borrower abandons the Property, Lender may fIle, negotiate and settle any avallable InsUrance claim and related matters If Borrower does not respond Within 30 days to a notice from Lender that the lnsurance carner has offered to settle a claim, then Lender may negotIate and settle the claIm The 3Q-day penod wlll beglO when the notIce IS given In either event, or If Lender acqUires the Property under SectJOn 22 or otherWise, Borrower hereby assIgns to Lender (a) Borrower's rights to any lOsurance proceeds 10 an amount not to exceed the amounts unpaId under the Note or thiS Secunly Instrument, and (b) any other of Borrower's nghts (other than the fight to any refund of unearned premIUms p81d by Borrower) under all Insurance polICIes covermg the Property, Insofar as such fights are appheable to the coverage of the Property Lender may use the Insurance proceeds either to repair or restore the Property or to pay amounts unpOld under the Note or thiS Secunty Instrument, whether or not then due 6 Occupancy Borrower shall occupy, estabhsh, and use the Property as Borrower's prlOclpal resIdence wlthm 60 days after the executIOn of thIS Secunty Instrument and shall cantmue to occupy the Property as Borrower's pnnclpal residence for at least one year after tile date of occupancy, unless Lender otherwJse agrees m writing, whICh consent shall not be unreasonably Withheld, or unless extenuatmg circumstances eXist which are beyond Borrower's control 7 PreservatIOn, Maintenance and ProtectIOn of tbe Property, InspectIOns Borrower shall not destroy, damage or Impalr the Property, allow the Property to detenorate or commIt waste On the Propert)' Whether or not Borrower IS residmg 1D the Property, Borrower shall malOtam the Property In order to prevent the Property from deterlOratmg or deereasmg 10 value due to 1tS condltlOn Unless It IS determined pursuant to SectlOn 5 that repair or restoratfon t5 not economIcally feasIble, Borrower shall promptly repair the Property If damaged to aVOId further detenoratlon or damage If msurance or condemnahon proceeds are paid 10 connectIOn With damage to, or the takIng of, the Property, Borrower shall be responSl ble for repalflng or restonng the Property only If Lender has released proceeds for such purposes Lender may disburse proceeds for the repairs and restoratIon In a Single payment or 10 a sefles of progress payments as the work IS completed If the Insurance or condemnatIOn proceeds are not suffiCIent to repalf or restore the Property, Borrower IS not relIeved of Borrower's oblIgatIOn for the completIOn of such repaz!" or restoratJon Lender or Its agent may make reasonable entnes upon and InspectIOns of the Property If It has reasonable cause, Lender may Inspect the tntenor of the lmprovements on the Property Lender shall gl ve Borrower notLce at the hme of or prior to such an intenor InspectIOn speCIfYIng such reasonable cause ~.6IW A) 10(12) Page 7 of 15 j(.5'.:) N'J rn.h3ls C 'I. r,Y Form 3()'!8 1101 - 8. Borrower's Loan ApphcatlOn Borrower shall be In defautt 11, dunng the Loan apphcatlOn process, Borrower or any persons or entItles actmg at the dlfect!On of Borrower or wIth Borrower's knowledge or consent gave materially false, mls]eadlfig, Or tOaccurate InformatIOn or statements to Lender (or falled to provIde Lender wIth matenal ,nformatIOn) m connectIOn wIth the Loan Matenal representations Include, but are not hmlted to, representatIons concernIng Borrower's occupancy of the Property as Borrower's pnnclpal residence 9 Protechon of Lender's Interest 10 the Property and R,ghts Under thlS Secuf1ty Instrument. If (a) Borrower falls to perform the covenants and agreements contamed In this Secumy Instrument, (b) there IS a legal proceeding that might Significantly affect Lender's Interest III the Property and/or fights under thiS Secun ty Instrument (such as a proceedmg In bankruptcy, probate, for condemnatIOn or forfeiture, for enforcement cf a lien which may attam pnonty over trus Security Instrument or to enforce laws or regulatIOns), Or (c) Borrower has ahandoned the Property, then Lender may do and pay for whatever is reasonable or appropriate to protect Lender's Interest In the Property and rights under thiS Security Instrument, IOcludmg protectlOg andlor assessmg the val ue of the Property, and securing andlor repalrmg the Property Lender's actIOns can Include, but are not hmlted to (a) paymg any sums secured by a hen whICh has pnonty over thiS Secunty Instrument, (b) appearmg m court, and (c) paymg reasonable attorneys' fees to protect Its mterest In the Property andlor rights under thiS Security Instrument, mcludmg tts secured posll1on m a bankruptcy proceedmg Securing the Property Includes, but t5 not hmlted to, entenng the Property to make repairs, change locks, replace or board up doors and wmdows, drain water from Pipes, eliminate budding or other code ViolatIOns or dangerous conditions, and have utllitlesturned on or off Although Lender may take actIOn under thiS SectIOn 9, Lender does not have to do sa and IS not under any duty or obligatIOn to do so It IS agreed that Lender Incurs no liability for not takmg any or all actions authomed under thiS SectIOn 9 Any amounts disbursed by Lender under thls SectIOn 9 shall become addltLOnal debt of Borrower secured by thiS Security Instrument These amounts shall bear Interest at the Note rate from the date of disbursement and shall be payable, With such mterest, upon nollce from Lender to Borrower requesting payment If thiS Security Instrument is on a leasehold, Borrower shall comply With all the provlslOns of the lease If Borrower acquires fee title to the Property, the leasehold and the fee tItle shall not merge unless Lender agrees to the merger In wrItmg 10. Mortgage Insurance. If Lender reqUired Mortgage Insurance as a condition of making the Loan, Borrower shall pay the premiums reqUired to mamtam the Mortgage Insurance 10 effect If, for any reason, the Mortgage Insurance coverage reqUired by Lender ceases to be aVOIlable from the mortgage Insurer that previously provided such Insurance and Borrower was requlfed to make separately designated payments toward the premIUms for Mortgage Insurance, Borrower shall pay the premIUms reqUired to obtam coverage substantially eqUIvalent to the Mortgage Insurance prevLOusly In effect, at a cost substant .. ny equivalent to the cost to Borrower of the Mortgage Insurance preVIOusly ln effect, from an alternate mortgage Insurer selected by Lender If substantially eqUivalent Mortgage Insurance coverage IS not available, Borrower shall continue to pay to Lender the amount of the separately designated payments that were due when the Insurance coverage ceased to be In effect Lender will accept, use and retam these payments as a non-refundable loss reserve m lieu of :Vlortgage Insurance Such loss reserve shall be non-refundable. notwlths"tandlng the fact that the Loan lS ult~mately patd m full, and Lender shall not be reqULred to pay Borrower any interest or earnlngs on such loss reserve Lender can no longer require loss reserve payments If Mongage Insurance coverage (m the amount and for the penod that Lender reqUires) proVided by an lnsurer selected by Lender agatn becomes available, IS obtained, and Lender requires separately designated payments toward the premIUms for :VIortgage Insurance If Lender required Mortgage lnsurance as a condlllon of mabng the Loan and Ie. 5. ::r f,/;) In,".1s G . Y T.)' q-6(WA) (0012) Page 8 of 15 Form 3048 lIOI -- - Borrower was required to make separately designated payments toward the premlUms for Mortgage Insurance, Borrower shall pay the prem,ums reqUired to mamtam Mortgage Insurance 10 effect, Or to provide a non-refundable loss reserve, untd Lender's requlrement for Mortgage Insurance ends ,n accordance with any wrllten agreement between Borrower and Lender provldmg for such termmatlOn or unt,l termmatwn 's required by Apphcable Law Noth'ng m this SectlOn 10 affects Borrower's obbgatlOn to pay mterest at the rate prov,ded In the Note Mortgage Insurance reImburses Lender (or any enltty that purchases the Note) for certaIn losses It may lnCUr ,f Borrower does not repay the Loan as agreed Borrower ,s not a party to the Mortgage Insurance Mortgage msurers evaluate the,r total risk on all such Insurance in force from tIme to tIme, and may enter mto agreements WIth other parties that share or modIfy theIr nsk, or reduce losses These agreements are on terms and condltloas that are satisfactory to the mortgage ,nsurer and the other party (or partIes) to these agreements These agreements may requ,re the mortgage lasurer to make payments usmg any Source of funds that the mortgage msurer may have avaliable (wh,ch may mclude funds obtamed from Mortgage Insurance premlUms) As a result of these agreements, Lender, any purchaser of the Note, another ,asurer, any remsurer, any other enltty, or any affdlate of any of the foregOIng, may receIve (dIrectly or Indirectly) amounts that denve from (or mIght be ch.racterlZed as) a portlOn of Borrower's payments for Mortgage Insurance, m exchange for sharmg or modlfymg the mortgage msurer's nsk, or reducmg losses If such agreement proVides that an afflbate of Lender takes a share of the insurer's rtsk In exchange for a share of the premIUms pa,d to the Insurer, the arrangement IS often termed "captive remsurance " Further (a) Any such agreements WIll not affect the amounts that Borrower has agreed to pay for Mortgage Insurance, or any other terms of the Loan. Such agreements WIll not InCrease the amount Borrower WIll owe for Mortgage Insurance, and they wtIl not entItle Borrower to any refund. (b) Any such agreements WIll not affect the nghts Borrower has -If any -wlth respect to the Mortgage Insurance under the Homeowners ProtectIon Act of 1998 or any other law These nghts may include the nght to receive certam d,sclosures, to request and obtain cancellation of the Mortgage Insurance, to have the Mortgage Insurance term mated automaltcaHy, andlor to receIve a refund of any Mortgage Insurance premIUms that were unearned at the time of such cancellatIOn or lermmatlOn. II. ASSIgnment of MIscellaneous Proceeds, ForfeIture. All MIscellaneous Proceeds are hereby assIgned to and shall be paid to Lender If the Property IS damaged, such M,scellaneous Proceeds shall be appbed to restoratIon or repa" of the Property, If the restoralton or repaIr IS economIcally feasl ble and Lender's securtly IS not lessened Durmg such rep .. r and resloratlOn peTlod, Lender shall have the r'ght to hold such Miscellaneous Proceeds untIl Lender has had an opporlumty to mspect such Property to ensure the work has been completed to Lender's sallsfactlon, prov,ded that such mspectlon shall be undertaken promptly Lender may pay for the repaIrs and restoratlOn lD a smgle dIsbursement or m a sertes of progress payments as the work ,s completed Unless an agreement IS made in Wrttmg or Appbcable Law reqUlres mterest to be pa,d on such M,seellaneous Proceeds, Lender shall not be requlfed to pay Borrower any mterest or earmngs On such M,scellaneous Proceeds If the restoratlOn or repalr ,s not economIcally feasIble or Lender's securtty would be lessened, the M,sceilaneous Proceeds shall be apphed to the sums secured by th,s SecurIty Instrument, whether or not then due, With the excess, If any, paid to Borrower Such MIscellaneous Proceeds shall be apphed in the order prOVided for in SectlOn 2 In the event of a total tak,ng, destructlOn, or loss lR val ue of the Property, the M,sceilaneous Proceeds shall be apphed to the sums secured by thlS Securtty Instrument, whether or not then due, w, th the excess, If any, p .. d to Borrower In the event of a part .. l taking, destructlOn, or loss ,n value of the Property m wh,ch the f .. r market value of the Property ,mmedrately before the part .. 1 taking, destructlOn, or loss ,n value 's "'lual to or greater than the amount of the sums secured by this Secuflty Instrument ,mmed,ately before the }larhal t.bng, destructlOn, or loss in value, unless Borrower and Lender otherw,se agree m wntmg, the SUms secured by thIS Secunty Instrument shall be reduced by the amount of the ~'flscellaneous Proceeds mult'phed by the follOWing fractlon (a) the total amount of the sums secured Immediately before the partIal tabng, destructIOn, or loss tn value d,vlded by (b) the fa.r !:.:y7 I{::J' In,,,.I, f:.1Jy ~-6(WA) (0012) Page 9 of 15 Form 3048 1101 .' market value of the Property ImmedIately before the partIal taktng, destructIOn, or loss In value Any balance shall be paId to Borrower In the event of a parttal takmg, destructIOn, or loss m value of the Property In whJCh the fat[ market val ue of the Property ImmedIately before the part,.l taktng, destructIOn, or loss In value IS less than the amount of the sums secured 1m med,.tely before the partIal taking, destructIOn, or loss In value, unless Borrower and Lender otherwIse agree in wntlng, the Miscellaneous Proceeds shall be apphed to the sums secured by thIs SecUrtty Instrument whether or not the sums are then due If the Property is abandoned by Borrower, or If, after notIce by Lender to Borrower that the OppoS1ng Party (as defined In the next sentence) offers to make an award to settle a cl31m for damages, Borrower falls to respond to Lender wltlun 30 days after the date the notIce IS gIven, Lender is authorized to collect and apply the MIscellaneous Proceeds eIther to restoratIOn or repaIr of the Property or to the sums secured by thIS Secunty Instrument, Whether or not then due "Opposmg Party" means the thlfd party that owes Borrower MIscellaneous Proceeds or the party agaInst whom Borrower has a fight of actIon m regard to MIscellaneous Proceeds Borrower shall be in default If any actIOn or proceedmg, whether c!VI1 or cnmlnal, IS begun that, In Lender's Judgment, could result In forfeIture of the Property or other matenal Impatrment of Lender's interest In the Property or I'lghts under thIS Secunty Instrument Borrower can cure such a default and! If acceleration has occurred, reinstate as prOVided in SectlOn 19, by causing the actIOn or proceeding to be dIsmIssed WIth a ruling that, 10 Lender's Judgment, precludes forfeIture of the Property Or other mateflal Impalfment of Lender's Interest lfi the Property or nghts under thiS Secunty Instrument. The proceeds of any award or cIatm for damages that are attrtbutable to the Impalfment of Lender's Interest In the Property are hereby aSSigned and shall be patd to Lender All MIscellaneous Proceeds that are not applted to restoratIOn or repalf of the Property shall be applted 10 the order proVIded for In SectlOn 2 12 Borrower Not Released, Forbearance By Lender Not a WaIver ExtenSIOn of the tIme for payment or modlflcat1on of amortizatIOn of the sums secured by thIS Secunty Instrument granted by Lender to Borrower or any Successor In Interest of Borrower shall not operate to release the hablllty of Borrower or any Successors In Interest of Borrower Lender shall not be requtred to commence proceed1Ogs agamst any Successor lo Interest of Borrower Or to refuse to extend tIme for payment or otherWIse modify amortizatIOn of the sums secured by thiS Securtty Instrument by reason of any demand made by the anginal Borrower or any Successors In Interest of Borrower Any forbearance by Lender In exercIsIng any nght or remedy lOclOO1Og, WIthout ltmltatlOn, Lender's acceptance of payments from thtrd persons, entttles or Successors 10 Interest of Borrower or lo amounts less than the amount then due, shall not be a waiver of or preclude the exercIse of any rtght or remedy 13 Joint and Several LiabIlity, CO-&Igners, Successors and ASSIgns Bound Borrower covenants and agrees that Borrower's obligatiOns and ltablllty shall be JOInt and several However, any Borrower who co·slgns thIS SecUrtty Instrument but does not execute the Note (a "co·slgner") (a) IS co-slgnlOg thIS Secunty Instrument only to mortgage, grant and convey the co·slgner's Interest lo the Property under the terms of thIS Secunty Instrument, (b) IS not personally obltgated to pay the sums secured by thiS SecUf1ly Instrument, and (c) agrees that Lender and any other Borrower can agree to extend, modIfy, forbear or make any accommodatIOns WIth regard to the terms of thIS Secunty Instrument or the Note Without the co·slgner's consent Subject to the prOYISlOnS of Section 18, any Successor In Interest of Borrower who assumes Borrower's obltgatlOns under thIS Security Instrument In wnt1Og, and IS approved by Lender, shall obtam all of Borrower's fights and benefIts under thIS Secunty Instrument. Borrower shall not be released from Borrower's oblIgatIons and Itabllity under thIS Security Instrument unless Lender agrees to such release In wrltlflg The covenants and agreements of thIS Security Instrument shall bmd (except as provided tn Section 20) and benefit the successors and ass.gns of Lender t 4 Loan Charges Lender may charge Borrower fe"'-....5 for serVIces performed In connectIOn WIth Borrower's default, for the purpose of protecting Lender's mterest tn the Property and nghts under thIS Security Instrument, tncludmg, but not Itmited to, attorneys' fees, property lflspectlOn and valuatIon fees In regard to any other fees, the absence of express authority tn thIS Security Instrument to charge a speclflc fee to Borrower shall not be construed as a prohlbltlOn on the charging of such fee Lender may not charge fees that are e.<pressly prohlbtted by thiS Secumy Instrument or by Apphcable Law. i< ,5,,5'. tiS Inttlals C I. 7y G(,-6(WA) (0012) Pogo 10 of 15 Form 30-18 1101 = = '" If the Loan •• subject to a law wh.ch sets max.mum loan charges, and that law lS f.nally lnterpreted so that the mterest or other loan charges collected or to be coileeted In connectwn wlth the Loan exceed the permltted limlls, then (a) any such loan charge shall be reduced by the amount necessary to reduce the charge to the permmed llmll, and (b) any sums already collected from Borrower whlch exceeded permltted llmlts w1l1 be refunded to Borrower Lender may choose to make thls refund by reducing the prmelpal owed under the Note or by maklng a d,rect payment to Borrower If a refund reduces prlOclpal, the reductlon wlll be treated as a part,.l prepayment WIthout any prepayment charge (whether or not a prepayment charge lS provlded for under the Note) Borrower's acceptance of any such refund made by dlfect payment to Borrower wllI constltute a wa,Ver of any rtgM of actlOn Borrower might have arlslng out of such overcharge IS. NotIces All nollees glven by Borrower or Lender lO connectlOll wlth thls Secunty Instrument must be m wfltmg Any nollce to Borrower 10 connectlOn Wlth thlS Secunty Instrument shall be deemed to have been glven to Borrower when maIled by f,rst class matI or when actually dellvered to Borrower's nollce address if sent by other means Nollee to anyone Borrower shall constltute notIce to all Borrowers unJess Applicable Law expressly reqUIres otherwlse The notIce address shall be the Property Address unless Borrower has deslgnated a substltute nollee address by nollee to Lender Borrower shall promptly nOllfy Lender of Borrower's change of address If Lender speelf,es a procedure for reportIng Borrower's change of address, then Borrower shall only report a change of address through that speclfled procedure There may be only one deslgnated notIce address under this SecurIty Instrument at anyone lime Any notlce to Lender shall be given by dehverlOg it or by m3lling Jt by f,rst class mOIl to Lender's address stated herelfl unless Lender has deslgnated another address by notlce to Borrower Any notIce 10 connectIOn WIth thls Secumy Instrument shall not be deemed to have been glven to Lender untll actually recelved by Lender. If any nollce reqUIred by thts Secunty Instrument IS also reqUlred under Apphcable Law, the Applicable Law reqUIrement wlll sat.sfy the correspondIng reqUlrement under th,s Securtty Instrument 16. Govermng Law, Severablhty, Rules of Construchon. This Seeunty Instrument shall be governed by federal law and the law of the Junsd,etlon 10 whIch the Property lS located All nghts and obhgatIOns con tamed 10 thIS Securtty Instrument are subject to any reqUIrements and hmltations of Appbcable Law Applicable Law mlght expllCltly or Imphcltly allow the partles to agree by contract or It mIght be stient, but such SIlence shall not be construed as a prohlbltJOn agalnst agreement by contract In the event that any prOVISIon or clause of thIS Seeunty Instrument or the Note eonfhcts wlth Apphcable Law, such confhct shall not affect other provlsIOns of th,s Secunty Instrument or the Note wluch can be gJven effect WIthout the eonfhetlOg provlsIOn As used 10 thIS SecurIty Instrument (a) words of the mascuhne gender shall mean and lOclude e.orrespondmg neUler words or words of the ieminme gender, (b) words 10 the SIngular shall mean and lOclude the plural and VIce versa, and (c) the word "may· gIves sale d,scretJOn WI thout any obligatIon to take any actJOn 17. Borrower's Copy. Borrower shall be gIven one copy of the Note and of thIS Secunty Instrument 18. Transfer of the Property or a BenefICIal Interest In Borrower As used In thls SectIon 18, "Interest 10 the Property· means any legal or benef,cl81 lOterest In the Property, mcludlng, but not him ted to, those benef,clal lOterests transferred 10 a bond for deed, contract for deed, Installment sales contract or escrow agreement, the mtent of whIch lS the transfer of tItle by Borrower at a future date to a purchaser If all or any part of the Property or any Interest 10 the Property lS sold or transferred (or If Borrower IS not a natural person and a beneficial mterest In Borrower lS sold or transferred) WIthout Lender's prior wntten consent, Lender may reqUIre lmmedlate payment m full of all sums secured by th,s Seeunty Instrument However, thls OptlOn shall not be exerclsed by Lender If such exerClse lS proh. b,ted by Applicable Law If Lender exemses thIS optlOn, Lender shall gIve Borrower not.ce of acceieratlOn The notlce shall provlde a pertod of not less than 30 days from the date the notlce is gIven In accordance wlth SeetlOn 15 w,th,n whlch Borrower must pay all sums secured by th.s SecUflty Instrument If Borrower falls to pay these sums pnor to the exp.ratlon of thls perlOd, Lender may lnvoke any remed,es permmed by thls Secunty Instrument wlthout further notlce or demanq ~ Borrower t:.j.:./" N:J In""" C j T. Y o:I:I.';;(WA) 10012) Pag' 11 of 15 Form 3048 1/01 = = "" 19 Borrower's RIght to Remstate After AcceleratlOn. If Borrower meets certam cond,t,ons, Borrower shall have the nght to have enforcement of thlS SecUflty Instrument dIscontinued at any lIme pnor to the earhesr of (a) flve days before sale of the Property pursuant to any power of sale contamed m thIs Secunty Instrument, (b) such other penod as Appllcable Law might specIfy for the termmatlOn of Borrower's right to reinstate, or (c) entry of a judgment enforcmg thIs Secunty Instrument Those cond,tlOns are that Borrower (a) pays Lender all sums whIch then would be due under this Security Instrument and the Nore as If no acceleratlOn had occurred, (b) CUres any default of any other covenants or agreements, (c) pays all expenses mcurred In enforcmg thIS Secunty Instrument, mcludmg, but not Ilmlted to, reasonable attorneys' fees, property mspectlOn and valuatIOn fees, and other fees mcurred for the purpose of protectmg Lender's Interest m the Property and nghts under thts Secunty Instrument, and (d) takes such acllon as Lender may reasonably reqUIre to assure that Lender's interest m the Property and fights under this Secunty Instrument, and Borrower's obhgatlOn to pay the sums secured by thiS Secunty Instrument, shall continue unchanged Lender may requlfe that Borrower pay such reInstatement sums and expenses m one or more of the following forms, as selected by Lender (a) cash, (b) money order, (c) certified check, bank check, treasurer's check or casiuer's check, provIded any such check IS drawn upon an InstltutlOn whose dePOSIts are lOsured by a federal agency, Instrumentahty or entIty, or (d) Electromc Funds Transfer Upon reInstatement by Borrower, thIS Secunty Instrument and obllgatlOns secured hereby shall remam fully effecuve as .f no acceleratlOn had occurred However, thIS rtght to remstate shall not apply In the case of acceleratIon under SectlOn 18 20. Sale of Note, Change of Loan Servlcer, NotIce of GnevaDce The Note or a partial mterest In the Note (together WIth this Secunty Instrument) can be sold One or more tImes WIthout pnor notIce to Borrower A saie mIght result in a change 10 the enllty (known as the "Loan Servlcer") that collects PerIod,c Payments due under the Note and thIS SecUrtty Instrument and performs other mortgage loan servlcmg obl.gatlOns under the Note, th,s Securtty Instrument, and Apphcable Law There also mIght be one or more changes of the Loan Servlcer unrelated to a sale of the Note If there IS a change of the Loan ServICer, Borrower WIll be gIven wntten nollce of the change wh.ch WIll state the name and address of the new Loan Servlcer, the address to whIch payments should be made and any other mformatlOn RESPA requires In connectlOn WIth a notIce of transfer of serV,Clflg If the Note IS sold and therea!ter the Loan IS servIced by a Loan Servlcer other than the purchaser a! the Note, the mortgage loan servlClfig obhgatlons to Borrower WIll remam w1th the Loan Servlcer or be transferred to a successor Loan Servlcer and are not assumed by the Note purchaser unless otherWIse proVIded by the Note purchaser NeIther Borrower nor Lender may commence, jam, or be Joined to any Jud,c,.1 actIon (as e.ther an mdlvldual hllgant or the member of a class) that ames from the other party's actions pursuant to thiS Secunty Instrument or that alleges that the other party has breached any prOVISIon of, or any duty owed by reason of, thIS Secunty Instrument, untd such Borrower or Lender has notIf,ed the other party (WIth such notIce given In comphanee WIth the reqUIrements of SectlOn 15) a! such alleged breach and afforded the other party hereto a reasonable pen ad after the glvmg of such notice to take corrective actlon If Apphcable Law prOVIdes a tIme penod whIch must elapse before certalD actIOn can be taken, that time perIOd wlll be deemed to be reasonable for purposes of th.s paragraph The notlce of aceelerallon and opportumty to cure gJ ven to Borrower pursuant to SectlOn 22 and the nollce of acceleratlOn gIven to Borrower pursuant to SectIon 18 shall be deemed to satIsfy the notIce and opportumty to take correctIve actlOn provlslOns of thIS SectlOn 20 21. Hazardous Substances. As used 10 thIS SectIon 21 (a) "Hazardous Substances" are those substances defmed as toxic or hazardous substances, pollutants, or wastes by EnVIronmental Law and the followlfig substances gaschne, kerosene, other flammable or tOXlC petroleum products, toXIC pestICIdes and herbICIdes, volatlle solvents, materials containtng asbestos or formaldehyde, and radlOactlve materials, (b) "Env1fonmental Law" means federal laws and laws of the Junsd,ctlOn where the Property 15 located that relate to health, safety or envlfonmental protectlOn, (c) "Envlfonmental Cleanup" lficludes any response actlOn, remedJaI actlOn, or removal actloo, as defwed ,n Envlfonmental Law, and (d) an "Envlfonmental Cond,tlOn" means a condLtlOo that can cause, contnbute to, or othenvlse trigger an EnvIronmental Cleanup Borrower shall not cause or permIt the presence, use, dIsposal, storage, or release of any Hazardous Substances, or threaten to release" any Hazardous Substances, on or in the Property l' 5 'f. tV:J G-6(WA) (0012) • Page 12 of 15 1o,,,.], C. V Ty Form 304& 1101 = Borrower shall not do, nor allow anyone else to do, anything affectlng the Property (a) that IS 1D violation of any Env[ronmental Law, (b) which creates an Envifonmental ConditIon, or (c) whIch, due to the presence, use, or release of a Hazardous Substance, creates a condItion that adversely affects the value of the Property The preceding two sentences shall not apply to the presence, use, or storage on the Property of small quantIties of Hazardous Substances that are generally recogmzed to be appropn.te to normal resIdential uses and to mamtenance of the Property (lOcludlOg, but not IHnlted to, hazardous substances In consumer products) Borrower shall promptly gl ve Lender written notice of (a) any lnvest[gatlOn, claIm, demand, laWSUit or other actIOn by any governmental or regulatory agency or pnvate party IOvolvlng the Property and any Hazardous Substance or Env[ronmental Law of whIch Borrower has actual knowledge, (b) any Env[ronmental Cond[tlon, IOcludmg but not limned to, any sp[lllng, leakmg, diSCharge, release or threat of release of any Hazardous Substance, and (c) any cond,tion caused by the presence, use or release of a Hazardous Substance whIch adversely affects the value of the Property If Borrower learns, or [s notlf[ed by any governmental or regulatory authonty, or any private party, that any removal or other remedlOtlon of any Hazardous Substance affectlOg the Property IS necessary, Borrower shall promptly take all necessary remedlOl actions in accordance With EnVironmental Law Nothing herem shalt create any obligatIOn on Lender for an EnVIronmental Cleanup NON-UNIFORM COVENANTS Borrower and Lender further covenant and agree as follows 22 AcceleratIOn, RemedIes. Lender shall gIve notIce to Borrower pnor to acceleratIOn followmg Borrower's breach of any covenant or agreement In thIS Secunty Instrument (but not prIOr to acceleratIOn under SectIOn 18 unless Apphcable Law prOVIdes otherWIse) The notice shall specIfy (.) the default, (b) the actIOn requlfed to cure the default, (c) a date, not less than 30 days from the date the nohce IS gIven to Borrower, by whIch the default must be cured, and (d) that failure to cure the default on or before the date speCIfIed In the notice may result In acceleratIOn of the sums secured by thiS Secuflty Instrument and sale of the Property at pubhc auctIOn at a date not less than 120 days In the future. The notice shall further inform Borrower of the right to reIOstate after acceleratIOn, the nght to br10g a court achon to assert the non-exIstence of a default or any other defense of Borrower to acceleratIOn and sale, and any other matters reqUIred to be Included In the nohce by Appllcable Law If the default IS not cured on or before the date speCIfIed m the nohce, Lender at Its optIOn, may requIre Immed,.te payment m full of all sums secured by th,s Security Instrument WIthout further demand and may lDvoke the power of sale andlor any other remed,es permItted by Apphcable Law. Lender shall be enhtled to collect all expenses 10curred 10 pursulDg the remed,es prOVIded m thIS SectIOn 22, mcludmg, but not Iml1ted to, reasonable attorneys' fees and costs of tItle eVIdence. If Lender invokes the power of sale, Lender shall give Wfltten nollce to Trustee of the occurrence of an event of default and of Lender's election to cause the Property to be sold Trustee and Lender shall take such actIOn regardlOg notice of sale and shall give such notices to Borrower and to other persons as Applicable Law may requtre. After the t,me reqUired by Apphcable Law and after publicatIOn of the not.ce of sale, Trustee, without demand on Borrower, shall sell the Property at public auctIOn to the hIghest bIdder at the 1Ime and place and under the terms deSignated to the not,ce of sale to one or more parcels and 1D any order Trustee determines. Trustee may postpone sale of the Property for a petlod or peflods permitted by Applicable Law by pubhc announcement at the ttme and place flxed In the nottce of sale. Lender or its destgnee may purchase the Property at any sale. Trustee shall dehver to the purchaser Trustee's deed convey 109 the Property without any covenant or warranty, expressed or Implied The recitals In the Trustee's deed shall be pnma faCie eVidence of the truth of the statements made therem Trustee shall apply the proceeds of the sale In the folloWlOg order (a) to all expenses of the sale. mcludmg, but not llrolted to, reasonable Trustee's and attorneys' fees, (b) to all sums secured by thIS Security Instrument, and (c) any excess to the person or persons legally entitled to [t or to the clerk of the superIOr court of the county In which the sale took place k.<;.';J rJ l' tZ/.-6(W A) (0012) Page 13 of 15 /" Y. j""', ,/ InItials ;(,,'--'_~ I Form 3048 1/01 = ZWA2 23 Reconveyance. Upon payment of all sUms secured by this Seeun ty Instrument, Lender shall request Trustee to reconvey the Property and shall surrender this SecUrity Instrument and all notes eVidencing debt secured by this SeCUrity Instrument to Trustee Trustee shall reconvey the Property without warranty to the person or persons legally entItled to It Such person or persons shall pay any recordatIOn costs and the Trustee's fee for prepanng the reconveyance 24 Substitute Trustee In accordance with Applicable Law, Lender may from tIme to tIme appoInt. successor trustee to any Trustee appointed hereunder who has ceased to act WIthout conveyance of the Property, the successor trustee shall succeed to all the lItle, power and duties conferred upon Trustee hereIn and by Applicable Law 25. Use of Property The Property IS not used prinCipally for agricultural purposes 26. Attorneys' Fees. Lender shall be entitled to recover Its reasonable attorneys' fees and costs In any action or proceeding to construe or enforce any term of thiS Security Instrument The term "attorneys' fees," whenever used In thiS Secuflty Instrument, shall Include without limitation attorneys' fees Incurred by Lender In any bankruptcy proceeding or on appeal ORAL AGREEMENTS OR ORAL COMMITMENTS TO LOAN MONEY, EXTEND CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants cont.wed In thiS Security Instrument and In any Rider executed by Borrower and recorded With It --,-N_l_\"_\Ct._"' c..vv_'--='S_8 _W_--::-(Seal) -Borrower NILAKUMARI JOHAL kJN~~1 S-. ~ (Seal) .:....::.:...:-==-""---=----'----"=-----:::-Borrower KARNAIL S. JOHAL __________ ...,,-(Seal) -Borrower -Borrower GRIGORY YELKIN __________ --,::-(Seal) -Borrower TATYANA YELKIN ____________ ::-(Seal) -Borrower (Seal) --------------------;::- -Borrower G-6(WA) (0012) • Page 14 of 15 Form 3048 1101 = = = {'> STATE OF WASHINGTON County of K IlliG On thiS day personally appeared before me GRIGORV VELKIIli. TATVAIliA VELKIN ) ss NILAKUMARI JOHAL. KARNAIL S. JOHAL, , to me known to be the lndiVldual(s) described 10 and who executed the wlthiD and forego1Og lnstrument. and acknowledged that helshe/they signed the same as his/her/their free and voluntary act and deed, for the uses and purposes therOln mentIoned GIVEN under my hand and 0111C101 seal thiS 't 111.1 day of CXJ.obvl ~(':31 G:!.-j)(WAI (0012) ~vJAY1Ah Notary PUbh0IA)O~~J ISIU of W.,hlngton. re"dlng at My Appo1Otment EXPlfes on 4\ ~ \ 04- Page lS of 15 f.-~','J tl1 In,,,,[,' 1, 7'Y Form 3048 1101 M74' = = ~ REGULAR RIDER RRRR M74 4830378-809 This nder IS made thiS 15TH day of OCTOBER , 2001, and IS Incorporated mto and shall be deemed to amend and supplement the Mortgage, Deed of Trust or Secunty Deed (the "Security Instrument") of the same date which Borrower has given to secure Borrower's Note of the same date (the "Kote") to NORTH AMERICAN MORTGAGE COMPANY® (the "Lender"). The Security Instrument covers the Property descnbed In It and located at 12632 SE PETROVITSKY ROAD, RENTON, WA 98058 Modtficahons In add,tIOn to the covenants and agreements made ,n the Secunty Instrument, the Lender and Borrower further covenant and agree as follows A. CHA.NGES A.ND ADDITIONS TO THE SECURITY INSTRUMENT AND OTHER RIDERS This Rider makes certam changes and additIOns to the attached Secunty Instrument and other Riders Whenever the terms, conrutlOns and promises contained In the Secunty Instrument and other RIders differ or are >n confhct With this Rider, the prOVISions of this RIder Will control B ADDITIONAL CHARGES Notwlthstandtng anylhtng to the contrary contained m prOVISIOns of the Secunty Instrument, unless apphcable law prOVIdes otherwIse, I agree to pay cerlaW reasonable charges (mcludmg any attorney's fees actually mcurred by Lender for the revIew and preparatIOn of documents) associated WIth the servlcmg of thIS loan, lncludlng, but not limIted to d processtng dishonored checks and tnsurance loss payments, ii) processmg my request ror an ownershIp transfer, partial release, grant or easement, mod,fIcatIOn and other agreement(s), 111) respondmg to my request for caples of loan documents andlor a loan payment history, and IV) preparation of an assignment, dIscharge or satisfactIOn of Secunty Instrument J-,.J-:J ",5,..7 Version 20 (09127199) Page 1 of 2 6' . Y )?1m:13ls LRI10USA • • <::> = = '" C RIDER VOID IF MORTGAGE SOLD TO FNMA. GNMA. FHLMC. RFC OR SMSC If the Federal NatIOnal Mortgage AssOCIatIOn ("FNMA"). Government National Mortgage AssocIation ("GNMA"), Federal Home Loan Mortgage CorporatIon ("FHLMC"), Resldenltal Funding CorporatlOn ("RFC") or Sears Mortgage Secuntles CorporatIOn ("SMSC") buys all or some of the Lender's rights under the Security Instrument and the Note, the promIses and agreements In thIS RIder WIll no longer have any force or effect, except those promIses and agreements whIch are accepted by the purchasIng orgamzatlOn BY SIOl'<lNG BELOW, Borrower accepts and agrees to the terms and prOVISIOns cont8lned In thIS Regular RIder Witness Signature PRINT Name NILAKUMARI JOHAL Borrower k~.....J.-[ J~ PRINT Name KARNAIL S JOHAL Borrower S,gnature PRINT Name GRIGORV VELK ~fi~,; Borrower SIgnature PRINT Name VefStOn 2 a 1121021971 Page 2 of 2 J..RI70USB 22US M74 ADJUSTABLE RATE RIDER 4830378-809 (I Year Treasury Index -Rate Caps) THIS ADJUSTABLE RATE RIDER IS made this 15TH day of OCTOBER 2001 , and 15 Incorporated Into and shall be deemed to amend and supplement the Mortgage, Deed of Trust, or SecUflty Deed (the "Security Instrument") of the same date given by the underSigned (the "Borrower") to secure Borrower's Adjustable Rate Note (the "Note") to NORTH AMERICAN MORTGAGE COMPANY® (the "Lender") of the same date and covenng the property descflbed m the SecUflty Instrument and located at 12632 SE PETROVITSKV ROAD RENTON, WA 98058 (Property Address] THE NOTE CONTAINS PROVISIONS ALLOWING FOR CHANGES IN THE INTEREST RATE AND THE MONTHLY PAYMENT, THE NOTE LIMITS THE AMOUNT THE BORROWER'S INTEREST RATE CAN CHANGE AT ANY ONE TIME AND THE MAXIMUM RATE THE BORROWER MUST PAY, ADDITIONAL COVENANTS. In addItion to the covenants and agreements made ,n the Secun ty Instrument, Borrower and Lender further covenant and agree as follows A. INTEREST RATE AND MONTHLY PA YMENT CHANGES The Note prOVides for an mltialmterest rate of 6.000 for changes m the IOterest rate and the monthly payments as follows 4. INTEREST RATE AND MONTHLY PA YMENT CHANGES (A) Change Dates % The Note prOVIdes ThOinteres! rate I Will pay may change on the fifst day of NOVEMBER 2004 , and on that day every 12th month thereafter Each date on which my mterest rate could change IS called a "Change Date" MUL TlSTATE ADJUSTABLE RATE RIDER -ARM 5-2 -8,n910 F,mdy - F<1nnl8 Mae/FrL!lddltt Mac UNIFORM INSTRUMENT FoiInnle Mae 4-2/5-2/6-2 ARM ~ -822R \OOO~ Form 3"1 )101 ~~~ ~1~:TL)~2 :a;:~;:';~~OJ~;I~;;Y 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111 = (B) The Index Beglnnmg with the first Change Date, my mterest rate w!ll be based on an Index The "Index' IS the weekly average yield on UOIted States Treasury SecUrities adjusted to a constant matunty of one year, as made avallable by the Federal Reserve Board The most recent Index f'gure aVallable as of the date 45 days before each Change Date IS called the "Current Index' If the Index IS no longer aVallable, the Note Holder w!ll choose a new mdex which IS based upon comparable information The Note Holder Will give me notICe of thiS choice (C) CalculatIOn of Changes Before each Change Date, the Note Holder WIll calculate my new Interest rate by addwg TWO AND 75/100 percentage POlOts ( 2.750 %) to the Current Index The Note Holder WIll then round the result of thIS addition to the nearest one-eighth of one percentage pomt (0 125%) Subject to the hmltsstated In SectlOn 4{D) below, thIS rounded amount WIll be my new IOterest rate untIl the next Change Date The Note Holder w,ll then determine the amount of the monthly payment that would be suff,c,ent to repay the unpaid pnnclpa1 that I am expected to owe at the Change Date 10 full on the Matunty Date at my new mterest rate ,n substantially equal payments The result of th,s calculatIOn w,1l be the new amount of my monthly payment (D) Lunlts on Interest Rate Changes The Interest rate I am reqUIred to pay at the lust Change Date wtll not be greater than 8 000 % or less than 4. 000 % Thereafter, my ,nterest rate w,ll neVer be Increased or decreased on any smgle Change Date by more than two percentage potots (20%) from the rate of mterest I have been paYing for the precedtog 12 months My IOterest rate wdl never be greater than 12.000 % (E) Effecttve Date of Changes My new Interest rate w,ll become effecttve on each Change Date I WIll pay the amount of my new monthly payment beginning on the fIrst monthly payment date after the Change Date unttl !l,e amount of my monthly payment changes again (F) Noltce of Changes The Note Holder w,1I deliver or mad to me a not,ce 01 any changes In my tnterest rate and the amount of my monthly payment before the effect! ve date 01 any change The not,ee wdl mclude mformatlOn required by law to be given to me and also the title and telephone number of a person who WIll answer any questIon r may have regarding the notlce Co -822R (0008) Page2of4 ~r. J KJ,'7. p [m"ab C 'I ry Farm 3111 1/01 B TRANSFER OF THE PROPERTY OR A BENEFICIAL INTEREST IN BORROWER SectlOn 18 of the Secunty Instrument IS amended to read as follows Transrer of the Property or a Benef!cI.I Interest In Borrower AJJ used In thIS Section 18, "Interest In the Property" means any legal or benef,c,al Interest In the Property, IncludIng, but not hmlted to, those benef,cIal Interests transferred In a bond for deed, contract for deed, lnstallment sales contract or escrow agreement, the tntent of wh,ch IS the transfer of tItle by Borrower at a future date to a purchaser II all or any part of the Property or any Interest In the Property IS sold or transferred (or If Borrower IS not a natural person and a benef,Ctal Interest tn Borrower IS sold or transferred) WIthout Lender's pnor wnlten consent, Lender may requlfe Immediate payment In full of all sums secured by thiS Security Instrument However, th,S optIOn shaU not be exerCIsed by Lender If such eXercIse IS prohtb,ted by Apphcabl. Law Lender also shali not exerc,se thIS optIOn If (a) Borrower causes to be submttted to Lender InfOrmatlOn reqUIred by Lender to evaluate the Intended transferee as If a new loan were being made to the transleree, and (b) Lender reasonably determines that Lender's securtty WIll not be Imp.tred by the loan assumptlOn and that the risk of. breach of any covenant Of agreement tn this Secunty Instrument IS acceptable to Lender To the extent permitted by ApplIcable Law, Lender may charge a reasonable fee as a conditIOn to Lender's consent to the loan assumptlDn. Lender may .Iso requtre the transferee to SIgn an assumptlDn agreement that is acceptable to Lender and that obhgates the transferee to keep all the promtses and agreements made In the Note and ,n this Secunty Instrument Borrower WIll continue to be obligated under the Note and thIS Secunty Instrument un\ess Lender releases Borrower tn wntmg If Lender eKerclSes the optlOn to requIre Immedtate payment tn full, Lender shall gIve Borrower notice 01 acceleration The notIce shall prOVide a perIod of not less than 30 days from the date the notice IS given tn accordance With SectIOn 15 With,n whIch Borrower must pay all Sums secured by thiS Secunty Instrument [f Borrower fatls to pay these sums prior to the expiration of thIS pertod, Lender m.y lfivoke any remedies permlttec. by this Security Instrument wtthout further notlce or demand on Borrower f::,5 J, r-fJ [n" .. ls C '( ry q -822R 10008) Page30f4 Form 3111 1/01 ~ o.n "" c-..o 0 c:::> Q"> -c::;, ..- ~ <:::> c::> '" BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contawed 1fi th,s Adjustable Rate Rtder (Seal) N;\IA~\lAh JolJ (Seal) ~Borrower -Borrower NILAKUMARI JOHAL (Seal) !(~~ ~, 7?bd (Seal) -Borrower -Borrower KARNAIL S. JOHAL C/g, -~1 YG-0.t.,"JV (Seal) (Seal) -Borrower -Borrower GRIGORV VElKIN TATVANA VElKIN Tata~tP YM6n (Seal) (Seal) -Borrow"r -Borrower q -822R (0008) Pose 4 of 4 Form 3111 1/01 = 57US M74 1-4 FAMILY RIDER (AssIgnment of Rents) 4930379-909 THIS 1-4 FAMILY RIDER IS made thIs 15TH dayaf OCTOBER 2001 ' and IS Incarporated Into and shall be deemed to amend and supplement the Mortgage, Deed af Trust, or Secunty Deed (the "Security Instrument") af the same date gIven by the undersigned (the "Borrower") to secure Borrower's Note to NORTH AMERICAN MORTGAGE COMPANV~ (the "Lender") of the same date and covering the Property descTlbed In the Secunty Instrument and located at 12632 SE PETROVITSKY ROAD, RENTON, WA 98058 [Property Address) 1-4 FAMILY COVENANTS. In addltlOn to the covenants and agreements made In the Security Instrument, Borrower and Lender further covenant and agree as follows A. ADDITIONAL PROPERTY SUBJECf TO THE SECURITY INSTRUMENT In addltlon to the Property described In Secunty Instrument, the following Items now or hereafter attached to the Property to the extent they are fIxtures are added to the Property descnptlOn, and shall also COnstItUte the Property covered by the Security Instrument butldmg matenals, apphances and goods of every nature whatsoever now or hereafter located In, on, or used, or Intended to be used In connectIOn with the Property, including, but not hmlted to, those for the purposes of supplYIng or dlstnbutlng heating, coohng, electrICIty, gas, water, alT and light, flTe preVentIOn and extInguIshing apparatus, secumy and access control apparatus, plumbing, bath tubs, water heaters, water closets, Sinks, ranges, stoves, refngerators, dishwashers, diSposals, washers, dryers, awmngs, storm windows, storm doors, screens, blinds, shades, curtillns and curtam rods, attached mirrors, cabmets, panehng and attached floor covenngs, all of which, Including replacements and add1t1ons thereto, shall be deemed to be and rematn a part of the MULTISTATE 1-4 FAMILY RIDER-FannIe Mao/FreddIe Mao UNIFORM )!:lSTIl);lMENT -fo!,1' 3170 1/01 Pagel of 4 tS'J . NJImtt.l, b->'. T Y ~-57R (0008) VMP MORTGAGE FORMS· (BOo)sii-7291 11111111111111111111111111111111111111111111111111 111111111111111111 = Property covered by the Security Instrument All 01 the foregoIng together wIth the Property described In the Security Instrument (or the leasehold estate II the Security Instrument IS on a leasehold) are referred to m this 1-4 Pamdy RIder and the SecUrIty Instrument as the "Property" B. USE OP PROPERTY, COMPLIANCE WITH LAW. Borrower shall not seek, agree to or make a change m the use 01 the Property or Its zomng classillcallon, unless Lender has agreed In writing to the change Borrower shall comply WIth all laws, ordInances, regulatIOns and requIrements of any governmental body appltcable to the Property C SUBORDINATE LIENS Except as permItted by federal law, Borrower shall not allow any hen mferior to the Secunty Instrument to be perfected agamst the Property WIthOUt Lender's pnor written permISSIOn D RENT LOSS INSURANCE. Borrower shall malOtaln IOsurance agamst rent loss In addl tlon to the other hazards for whIch msurance IS requIred by SectIOn 5 E "BORROWER'S RIGHT TO REINSTATE" DELETED. SecllOn 19,8 deleted F BORROWER'S OCCUPANCY. Unless Lender and Borrower otherWIse agree In wntmg, SectIOn 6 concernIng Borrower's occupancy of the Property 18 deleted G. ASSIGNMENT OF LEASES. Upon Lender's request alter default, Borrower shall assIgn to Lender all leases of the Property and all security depOSits made in connectIOn With leases of the Property Upon the aSSignment, Lender shall have the nght to modify, extend or termmate the eXlstlOg leases and to execute new leases, 10 Lender's sole discretion As used In thIS paragraph G, the word "lease" shall mean "sublease" If the Secunty Instrument is on a leasehold H. ASSIGNMENT OF RENTS, APPOINTMENT OF RECEIVER, LENDER IN POSSESSION Borrower absolutely and unconditionally assIgns and transfers to Lender all the rents and revenues ("Rents") of the Property, regardless of to whom the Rents of the Property are payable Borrower authorIZes Lender or Lender's agents to collect the Rents, and agrees that each tenant of the Property shall pay the Rents to Lender or Lender's agents However, Borrower shall receIve the Rents unltl (,) Lender has gIven Borrower notice of default pursuant to SectIOn 22 of the Secunty Instrument, and (11) Lender has given notIce to the tenant(s) that the Rents are to be paid to Lender or Lender's agent ThiS asslgnment of Rents constItutes an absolute aSSignment and not an assIgnment for addItIOnal security only ~-57R (0008) Pa.ge 2 of 4 Form 3170 1101 If Lender gIves notIce of default to Borrower (,) all Rents receIved by Borrower shall be held by Borrower as trustee for the benefIt of Lender only, to be applIed to the sums secured by the Secunty Instrument, (II) Lender shall be entItled to collect and recetVe all of the Rents of the Property, (III) Borrower agrees that each tenant of the Property shall pay all Rents due and unpaId to Lender Or Lender's agents upon Lender's wntten demand to the tenant, ('v) unless appltcable law provIdes otherWIse, all Rents collected by Lender Or Lender's agents shall be apphed f,rst to the costs of takIng control of and managtng the Property and collecttng the Rents, Includtng, but not hmlted to, attorney's fees, receIver's fees, premIums on receIver's bonds, repaIr and mamtenance costs, Insurance premiums, taxes, assessments and other charges on the Property, and then to the sums secured by the SecurIty Instrument, (v) Lender, Lender's agents or any JudICIally appotnted receIver shall be hable to account for only those Rents actually receIved, and (VI) Lender shall be entItled to have a rC>Ce!ver apPOInted to take possession of and manage the Property and collect the Rents and profIts denved from the Property without any shOWIng as to the tnadequacy of the Property as secunty = If the Rents of the Property are not suff,CIent to cover the costs of takIng control of and ~ managtng the Property and of collectIng the Rents any funds expended by Lender for such purposes shall become tndebtedness of Borrower to Lender secured by the Secunty Instrument pursuant to SectIOn 9 Borrower represents and warrants that Borrower has not executed any pnor assIgnment of the Rents and has not performed, and WIll not perform, any act that would prevent Lender from exercIsIng ItS nghts under thIS paragraph Lender, or Lender's agents or a JudICIally appolUted receIver, shall not be requIred to enter upon, take control of or malntatn the Property before or .fter glvlUg not,ce of default to Borrower However, Lender, or Lender's agents or a Jud,ctally apPOinted receIver, may do so at any tIme when a default occurs Any applIcatIon of Rents shall not cure or wOlve any default or Invalidate any other nght or remedy of Lender ThIS assIgnment of Rents of the Property shall term mate when all the sums secured by the Secunty Instrument are patd In full I. CROSS-DEFAULT PROVISION Borrower's default or breach under any note or agreement In which Lender has an Interest shall be a breach under the Secunty Instrument and Lender may Invoke any of the remed,es permitted by the Secunty Instrument t~·y-, 1:'l1tlals C Y ~-S7R (0008) Page 3 of 4 Form 3170 1/01 = = ('.>, BY SIGNING BELOW, Borrower accepts and agrees to the terms and provIsIons contaIned In thIS 1-4 FamIly RIder ____________ (Sean ~Borrower -1.tf...:....',-,--1 \c..~(~=.:.-~'_Cv\-_I_.-r_J_o w ____ (Seal) -Borrower NILAKUMARI JOHAL __________ (Seal) -Borrower -Borrower KARNAIL S JOHAL (Sea!) &Az-r'(o1 Izt1 ';:----0'1 -"y (Seal) -Borrower -Borrowor GRIGORV VELKIN (Sea!) Tcv#,c /!?J ~~(SeaI) -Borrower -Borrower TATVANA VELKIN q-57R (0008) Page 4 of 4 Form 3170 1101 fotfi Je~1!II B. W..orley R/W 2077A t33B ""IS ~ _ this Z:.li!OdaY af._""""'I!Q.""" .. _________ ,.19~. by and botwe:t .... II"b.y«y1!z~.1 l!.4w~ "1< "It~ het'einatterled the Grantor', and lUng County, ington, her .. nnafter cilied the <:cantee: NI'I'NI!:SS2'1'H: WheI:'8&l!l, the Grantor repcesenU and warrant.ll that he is the owner (tenant. IIIOrtgaqee) of that certain p~.rcel of land described as follows: Lot 3 in Block 1 of Benson Height5, as per plat recorded in Volu •• 48 of plata, on page 98, recorded of King County, Naanington. ~ liS Pi 8S,06,.. 13 tCr906 B ~ ;:(E:~ ~ ,I.JI) In ~ (:~5 .... 6L ............. 00 liZ) I ~~ I' and. ~ i4lereos. the G~antee ia about to) perform cerUin 1l'rlpCovement week on ~ peTROVrTSKY RO~D -PHASE II W.. Now. t."Jerefoc., In CONI"S.rotlOf1 of \:J"M! pcellu.IIea. tr.e Grantor I\eceQy gcanUi to ~ tM Grantee by this aqrHllltnt, the right to loeaee ~ipaent 4td to Wgrk ~ the ij--follow1ng descdbed lard toc tn_ p.JcpoM of carrying 00 said constr-Jetion activities coneL,tent WIth th<& pllcpo8U of the lJ("oject. To r_con.truct exieting drtv.way (centered opposite en~inee~·. Station 62.60 on the left) to a distance of 100 teet mor:e or: les8, from t~e Cente.lin~ of petrcvitaky ~oad. Contain. an area ot 2,100 sq. ft. "/L plus tlll alep •. nus agr....,t aIlall r_in 1n e.listifl"lC. ''''1tU such tiN" Grant .. will t'.411e tully C4cr1od OUt ttw ociqinal oonatruction neceuaty to caI1)ht. 1:."" PlCoject. In witneu """' ... toOf the sait1 CcantoC'"1I luve day and yee~ ftc'.t "bov. ",c!tten. A"" __ t:.-" ,.. ""-X;;tU __ .,.,w_ A-r"-II?*' 11;11 ~ ... #44(1 y ,..ttAoII -. ; ,~~ ~,;t f<"cr,1 ~r n,.' ~i, ': ,""1 r r,· 6~ 1-.i,' /11.:1;, "'" _ ., ,l< .•• Ir' T.',\1"e ,')f7 W)..3I1I:r.TC.fj ·f..t...trrt ClI' ;q~G c .; ~ ~ ~ ~~~_(L.!~~~I~f~;~,~-~-.''-________ __ ~-J ' ... IUV ...... 'l tl) :~ the ._<);'Jl/U:!u""!,, ;<;'.!." ~~ ...... ~ •. II.l .'. """~<=,--·.l,,,J ~r.e .. r.~,.,;:\ ",,~l toC"eo¥-llr\l'~ Ir·~~('~r:t <sty! .lcJc.n.::r\olCl'..qol ~~..;3~ '~ ... 't' 'U_lr,L": : ~, .. j,d/TIL} 411 t~'"':\ U·~ .t"d ·,:-:olI'ltACY 4<:;" oU",,-j :1_1, fer tt\e u~ .. .ir."l ,.';c,r."t:!i ~~~c:c::-. · .. 'f ·.l' ..... ,c, .. !. ~~J,;.~~:;, , .f..:. . ,:.~ : ':'!" ~~'~. _'.) •. ~ .... ,..,-. \~ _£...i::...~ _____ ._ ,~I, " ~ . , :, .,.:}":.'" '. IOrtb 5,t .. t of tbe SOOtb 17 f •• t of the abo •• d •• crlbed perce1 of laneS. .. ld Iortll .5 f .. & 171D9 Wortherly of aDd :,(J~,"jac.at. to • lia. 42 f .. t lfoC'tbel'ly of _rut parall.l to :.~ .. ,;;.!~; CMtel'llae oC '.tC'oyltaky bad. '. '. '. ' '. 'Co.l.e:11U1 aD al' •• of 650 eq. ft .. , .. I (JJfA/$/DI,II"p,AI: ,;J 7.s-4 . . Dniliol aiIIC .. . .. . ~ . • 00 --.00 ~ I. wI"," ......... , tIIo .. Id _Ion ... " _to .. I thol, ....... MIl _II tIIo 1M1 IfId ,.., 'I,.t .bOY. wrllUft . • lAlI Of IlUHIIGTOII ) 55 tlUlTl Of llIG ) n. orl )"UllPor W,uhln9ton. r~sl1ln9 It .. _ .. '5tfr __ WASHINCTON TITLE COMPANY 15 S. Grady Way, Suite 120, Renton, Washington 98055 (425)255-7575 FAX (4251255-0285 Seattle (206)682-5269 Sky line Properties, Inc. 606 120th Avenue Northeast, #D204 Bellevue, W A 98005 Attn: Grigory Yelkin Commitment No. R249477-1 Dear Grigory: Customer Reference: Brodka Effective June 13, 2002, the service fee for recorded documents will increase $10.00: Document Recording Fee: $19.65 -First Page $ 1.00 -Each Additional Page Except the following documents: Assignment of Deed of Trust Appointment of Successor Trustee Resignation of Trustee Substitution of Trustee Map Recording Fees: $55.00 -Base Fee All other recording charges authorized by law remain unchanged. Thank you for giving us the opportunity to provide you with our services. WASHINCTON TITLE COMPANY 15 S. Grady Way. Suite 120, Renton. Washington 98055 (425)255-7575 FAX (425)255-0285 (800)215-8404 COMMITMENT FOR TITLE INSURANCE NO. R249477-1 THIRD REPORT INQUIRIES SHOULD BE MADE TO: Unit 1 -(425)255-7472 Seattle (206)682-5269 Fred Marquiss, Sf. Title Officer Kim Read, Title Assistant Donna Roetler, Assistant Title Officer Effective Date: October 18, 2002 at 8:00 a.m. SCHEDULE A I. Policy or policies to be issued: 1992 ALTA Owner's Policy Coverage : Standard Liability : TO BE DETERMINED. PROPOSED BUYER: TO FOLLOW 1992 ALTA Loan Policy Coverage : Extended Liability : TO BE DETERMINED. PROPOSED LENDER: TO FOLLOW Customer Reference: Brodka 2. The estate or interest in the land described or referred to in this commitment and covered herein is a FEE SIMPLE. 3. WASHINGTON TITLE COMPANY agrees to issue on request and on recording of appropriate documents, its policy or policies as applied for, with coverage as indicated, based on the preliminary commitment; Fee simple title to the property described herein is vested. on the date shown above, in: HELMUT BRODKA and LOURDES L. BRODKA. husband and wife subject only to the exceptions shown herein and to the terms. conditions. and exceptions contained in the policy form. CO\Tl:'\LED Commitment No. R249477-1 SCHEDULE A CONTINUED 4. The land referred to in this Commitment is described as follows: The north 375 feet of Lot 5, Block I, Benson Heights, according to the plat thereof recorded in Volume 48 of Plats, page(s) 98, in King County, Washington; TOGETHER WITH the east 15 feet of that portion of Lot 5, Block I, said addition, lying south of the north 375 feet thereof; EXCEPT those portions thereof deeded to King County for road purposes in deed recorded under Recording Numbers 8508230420 and 8602190711. END OF SCHEDULE A 2 CO:-':TI\"l'EO Commitment No. R249477-1 SCHEDULE B Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: GENERAL EXCEPTIONS: A. Rights or claims disclosed only by possession, or claimed possession, of the premises. B. Encroachments and questions of location, boundary and area disclosed only by inspection of the premises or by survey. C. Easements, prescriptive rights, rights-of-way, streets. roads. alleys or highways not disclosed by the public records. D. Any lien, or right to a lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law. and not shown by the public records. E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the public records. F. Any service, installation, connection, maintenance. tap, capacity or construction charges for sewer, water, electricity. natural gas or other utilities, or garbage collection and disposal. G. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. H. Indian tribal codes or regulations. Indian treaty or aboriginal rights, including easements or equitable servitudes. I. Water rights, claims or title to water. J. Defects, liens, encumbrances, adverse claims or other matters, if any, created. first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this commitment. SPECIAL EXCEPTIONS: 1. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: IN FAVOR OF: FOR: DISCLOSED BY INSTRUMENT RECORDED: RECORDING NUMBER: AFFECTS: Cascade Sewer District, a municipal corporation Sewer mains August 3, 1984 8408030973 East 103.63 feet of the north 10 feet and the east 5 feet 3 CO,\Tl\l"ED Commitment No. R249477-1 2. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: IN FAVOR OF: FOR: DISCLOSED BY INSTRUMENT RECORDED: RECORDING NUMBER: AFFECTS: King County, a political subdivision of the State of Washington Drainage August 23, 1985 8508230723 Southerly 10 feet of the above described parcel of land lying northerly of and adjacent to a line 42 feet northerly of and parallel to the centerline 3. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: IN FAVOR OF: FOR: DISCLOSED BY INSTRUMENT RECORDED: RECORDING NUMBER: AFFECTS: King County, a political subdivision of the State of Washington Drainage May 9, 1996 9605091037 Northerly portion 4. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: IN FAVOR OF: FOR: DISCLOSED BY INSTRUMENT RECORDED: RECORDING NUMBER: AFFECTS: King County, a political subdivision of the State of Washington Drainage September 22, 1997 9709220330 Northerly portion 5. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN LOT LINE ADJUSTMENT, COPY ATTACHED: RECORDED: RECORDING NUMBER: October 19. 1979 791019061-1 -I CO\TI'TED Commitment No. R249477-1 6. EASEMENT FOR GRADING OF STREET SLOPES, AS NECESSARY, OVER PORTION OF PREMISES ADJOINING STREET OR ALLEY AS GRANTED IN INSTRUMENT: RECORDED: RECORDING NUMBER: GRANTEE: August 23, 1985 8508230420 King County 7. EASEMENT FOR GRADING OF STREET SLOPES, AS NECESSARY, OVER PORTION OF PREMISES ADJOINING STREET OR ALLEY AS GRANTED IN INSTRUMENT: RECORDED: RECORDING NUMBER: GRANTEE: February 19, 1986 8602190711 King County 8. NOTICE OF SEWER AND/OR WATER CONNECTION CHARGE: GIVEN BY: DATED: RECORDED: RECORDING NUMBER: Soos Creek Water and Sewer District October 3, 1988 10-07-1988 8810070472 9. Payment of Real Estate Excise Tax, if required. The property described herein is situated within the boundaries of local taxing authority of Unincorporated King County. Present Rate of Real Estate Excise Tax as of the date herein is 1.78%. 10. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED: FROM: A. F. Plant and Inez Plant, his wife, and Franklin D. Plant and Evelyn Plant, his wife RECORDED: May 29, 1953 RECORDING NUMBER: 4349507 INCLUDING BUT NOT LlMlTED TO THE FOLLOWING: Reserving to the grantors, their heirs. successors and assigns forever, excepting and reserving unto the sellers, their heirs, successors and assigns forever. all minerals of any nature whatsoever. including coal, iron. natural gas. and oil, upon or in said land. together with the use of the surface thereof as may be necessary for exploring for and mining or otherwise extracting and carrying away the same: but the sellers, their heirs. successors andlor assigns shall pay to the grantees. their heirs. the market value at the time mining operations are commenced of such portion of the surface as may be used for such operations thereon. 5 CO:-.'TJ\'LED Commitment No. R249477-1 NOTE: No examination has been made to detennine the present record owner of the above minerals, or mineral lands and appurtenant rights thereto, or to detennine matters which may affect the lands or rights so reserved. I!. RESTRICTIONS ON THE FACE OF THE PLAT AS FOLLOWS: No lot or portion of a lot in this plat shall be divided and sold or resold, or ownership changed or transferred, whereby the ownership of any portion of this plat shall be less than the area required for the use district stated on this plat, namely 35,000 square feet for S-I Suburban use, with a minimum of 135 feet. All lots in this plat are restricted to S-I Suburban use, governed by and subject to restrictions, rules and regulations of the King County Zoning Resolution Number 11373 and subsequent changes thereto by official county resolution. Health Department approval for septic tank installation in accordance with specifications of King County Health Department, except all lots in Block 2 which require individual lot approval in writing. 12. Matters relating to ALTA Extended Policy coverage andlor Homeowners Endorsement coverage: The results of our inspection will be furnished by supplemental report. 13. Title is to vest in persons not yet revealed and when so vested will be subject to matters disclosed by a search of the records against their names. 14. 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. END OF SPECIAL EXCEPTIONS NOTES: A. The language contained in the printed Exclusions from coverage and Conditions and Stipulations of the Policy committed for may be examined by inquiry at the office which issued the Commitment, and a specimen copy of the insurance Policy Formes) referred to in this Commitment will be furnished promptly upon request. B. Investigation should be made to determine if there are any service, installation, maintenance, or connection charges for sewer, water, eleclricity or Metro Sewer Treatment Capacity Charge. 6 COI\TI:\L'ED · - C. D. Commitment No. R249477-1 In the event the transaction fails to close and this commitment is cancelled, a fee will be charged to comply with the State Insurance Code and the filed schedule of this Company. GENERAL AND SPECIAL TAXES AND CHARGES: GENERAL TAXES: AMOUNT BILLED: AMOUNT PAID: SPECIAL DISTRICT: AMOUNT BILLED: AMOUNT PAID: SPECIAL DISTRICT: AMOUNT BILLED: AMOUNT PAID: YEAR: 2002 $257.87 $257.87 $1.68 $1.68 $5.00 $5.00 TAX ACCOUNT NUMBER: 073900-0026-08 LEVY CODE: 4250 CURRENT ASSESSED VALUE: Land: $23,000.00 Improvements: $0.00 7 Commitment No. R249477-1 E. Abbreviated Legal for purposes of King County Recorders Office is: Ptn Lt 5, Blk 1, Benson Hts, Vol 48/98. F. The Loan Policy to be issued will contain a Form 8.1 (Environmental Protection Lien) Endorsement. 1HIga/scmn May 15, 2002 END OF SCHEDULE B 8 CO~TI~'l'ED Comm itment No. R249477-1 COMMITMENT FOR TITLE INSURANCE TICOR TITLE INSURANCE COMPANY, a California corporation, by Washington Title Company, a Washington corporation, its authorized agent, herein called the Company, for a valuable consideration, hereby commits to issue the 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 one hundred eighty (180) days 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. WASHINGTON TITLE COMPi-NY, as Agent . : (\ i By: .1 ; Authorized Sigh ory 9 .. ... ...... .s: I I ,ISo I ' I z7~----- .. WASHINCTON TITLE COMPANY 15 S. Grady Way, Suite 120, Renton, Washington 98055 (425)255-7575 FAX (425)255-0285 (800)215-8404 COMMITMENT FOR TITLE INSURANCE NO. R249475-1 nnRD REPORT INQUIRIES SHOULD BE MADE TO: Unit 1 -(425)255-7472 Seattle (206)682-5269 Fred Marquiss, Sr. Title Officer Kim Read, Title Assistant Donna Roener, Assistant Title Officer Effective Date: October 18, 2002 at 8:00 a.m. SCHEDULE A I. Policy or policies to be issued: 1992 ALTA Owner's Policy Coverage : Standard Liability : TO BE DETERMINED. PROPOSED BUYER: TO FOLLOW 1992 ALTA Loan Policy Coverage ; Extended Liability : TO BE DETERMINED. PROPOSED LENDER: TO FOLLOW Customer Reference: Brodka 2. The estate or interest in the land described or referred to in this commitment and covered herein is a FEE SIMPLE. 3. WASHINGTON TITLE COMPANY agrees to issue on request and on recording of appropriate documents, its policy or policies as applied for, with coverage as indicated, based on the preliminary commitment; Fee simple title to the property described herein is vested. on the date shown above, in: HELMUT BRODKA and LOURDES L. BRODKA. husband and wife subject only to the exceptions shown herein and to the terms. conditions, and exceptions contained in the policy form. Commitment No. R249475-1 SCHEDULE A CONTINUED 4. The land referred to in this Commitment is described as follows: Lot(s) 4, Block I, Benson Heights, according to the plat thereof recorded in Volume 48 of Plats, page(s) 98, in King County, Washington; EXCEPT the southerly 12 feet thereof, conveyed to King County for widening of Petrovitsky Road, by deed recorded under Recording Number 5796409. END OF SCHEDULE A 2 CO\'II\ll:::LJ " Commitment No. R249475-l SCHEDULE B Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: GENERAL EXCEPTIONS: A. Rights or claims disclosed only by possession, or claimed possession, of the premises. B. Encroachments and questions of location, boundary and area disclosed only by inspection of the premises or by survey. C. Easements, prescriptive rights, rights-or-way, streets, roads, alleys or highways not disclosed by the public records. D. Any lien, or right to a lien, for contributions to employee benefit funds, or for state workers' compensation. or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the public records. E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the public records. F. Any service, installation, connection, maintenance, tap, capacity or construction charges for sewer, water. electricity, natural gas or other utilities, or garbage collection and disposal. G. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. H. Indian tribal codes or regulations. Indian treaty or aboriginal rights t including easements or equitable servitudes. J. Water rights, claims or title to water. J. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this commitment. SPECIAL EXCEPTIONS: 1. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: IN FAVOR OF: FOR: DISCLOSED BY INSTRUMENT RECORDED: RECORDING NUMBER: AFFECTS: Cascade Sewer District, a municipal corporation Sewer mains October 28, J 983 8310280761 West 10 feet 3 '. 2. Commitment No. R249475-1 AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: fN FAVOR OF: FOR: DISCLOSED BY fNSTRUMENT RECORDED: RECORDfNG NUMBER: AFFECTS: King County Slopes April 17, 1985 8504170951 South 6 feet Said instrument is a re-recording of instrument(s) recorded under Recording Number(s) 8504100805. 3. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: fN FAVOR OF: FOR: Cascade Sewer District, a municipal corporation Sewer mains DISCLOSED BY fNSTRUMENT RECORDED: RECORDING NUMBER: AFFECTS: May 15, 1985 8505150654 Southerly portion 4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: DATED: RECORDED: RECORDfNG NUMBER: PURPOSE: October 2, 1985 October 18, 1985 8510180349 Reconstruct driveway 5. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: RECORDfNG NUMBER: PURPOSE: May 12, 1994 9405120632 Application acknowledgment and grading pemlit -l CO\''TI:\L'ED Commitment No. R249475-1 6. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED: FROM: A. F. Plant and Inez Plant, his wife, and Franklin D. Plant and Evelyn Plant, his wife RECORDED: May 29, 1953 RECORDING NUMBER: 4349507 INCLUDING BUT NOT LIMITED TO THE FOLLOWING: Reserving to the grantors, their heirs, successors and assigns forever, excepting and reserving unto the sellers, their heirs, successors and assigns forever, all minerals of any nature whatsoever, including coal, iron, natural gas, and oil, upon or in said land, together with the use of the surface thereof as may be necessary for exploring for and mining or otherwise extracting and carrying away the same; but the sellers, their heirs, successors andlor assigns shall pay to the grantees, their heirs, the market value at the tim€ mining operations are commenced of such portion of the surface as may be used for such operations thereon. NOTE: No examination has been made to determine the present record owner uf the above minerals, or mineral lands and appurtenant rights thereto, or to determine matters which may affect the lands or rights so reserved. 7. RESTRICTIONS ON THE FACE OF THE PLAT AS FOLLOWS: No lot or portion of a lot in this plat shall be divided and sold or resold, or ownership changed or transferred, whereby the ownership of any portion of this plat shall be less than the area required for the use district stated on this plat, namely 35,000 square feet for S-I Suburban use, with a minimum of 135 feet. All lots in this plat are restricted to S-I Suburban use, governed by and subject to restrictions, rules and regulations of the King County Zoning Resolution Number 11373 and subsequent changes thereto by official county resolution. Health Department approval for septic tank installation in accordance with specifications of King County Health Department, except all lots in Block 2 which require individual lot approval in writing. 8. EASEMENT FOR GRADING OF STREET SLOPES, AS NECESSARY, OVER PORTION OF PREMISES ADJOINING STREET OR ALLEY AS GRANTED IN INSTRUMENT: RECORDING NUMBER: GRANTEE: 5796409 King County CO'\Tl\L'ED Commitment No. R249475-1 9. NOTICE OF SEWER ANDIOR WATER CONNECTION CHARGE: GIVEN BY: RECORDED: RECORDING NUMBER: Soos Creek Water and Sewer 10-07-1988 8810070472 10. Payment of Real Estate Excise Tax, if required. The property described herein is situated within the boundaries of local taxing authority of Unincorporated King County. Present Rate of Real Estate Excise Tax as of the date herein is 1.78%. 11. Matters relating to ALTA Extended Policy coverage andlor Homeowners Endorsement coverage: The results of our inspection will be furnished by supplemental report. 12. Title is to vest in persons not yet revealed and when so vested will be subject to matters disclosed by a search of the records against their names. 13. 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. END OF SPECIAL EXCEPTIONS NOTES: A. The language contained in the printed Exclusions from coverage and Conditions and Stipulations of the Policy committed for may be examined by inquiry at the office which issued the Commitment, and a specimen copy of the insurance Policy Form(s) referred to in this Commitment will be furnished promptly upon request. B. Investigation should be made to determine if there are any service, installation, maintenance, or connection charges for sewer, water, electricity or Metro Sewer Treatment Capacity Charge. C. In the event the transaction fails to close and this commitment is cancelled. a fee will be charged to comply with the State Insurance Code and the filed schedule of this Company. D. A survey of the herein described property was recorded under King County Recording Number(s) 8903139002. a copy of which is hereto attached. 6 co'. Tl:\LED '. E. Commitment No. R249475-1 GENERAL AND SPECIAL TAXES AND CHARGES: GENERAL TAXES: AMOUNT BILLED: AMOUNT PAID: SPECIAL DISTRICT: AMOUNT BILLED: AMOUNT PAID: SPECIAL DISTRICT: AMOUNT BILLED: AMOUNT PAID: YEAR: 2002 $728.76 $728.76 $1.68 $1.68 $5.00 $5.00 TAX ACCOUNT NUMBER: 073900-0020-04 LEVY CODE: 4250 CURRENT ASSESSED VALUE: Land: $65,000.00 Improvements: $0.00 F. Abbreviated Legal for purposes of King County Recorders Office is: Lt 4, Blk 1, Benson Hts, Vol 48/98. G. All matters have been cleared for ALTA Extended Policy coverage and/or Homeowners Endorsement coverage. H. The Loan Policy to be issued will contain a Form 8.1 (Environmental Protection Lien) Endorsement. JHIgalscmn May 15,2002 END OF SCHEDULE B 7 CO,\TJ'\L'ED '. Commitment No. R249475-1 COMMITMENT FOR TITLE INSURANCE TICOR TITLE INSURANCE COMPANY, a California corporation, by Washington Title Company, a Washington corporation, its authorized agent, herein called the Company, for a valuable consideration, hereby commits to issue the 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 one hundred eighty (180) days 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. ,/~ ,; WASHINGTON TITIfE ~O¥\A1Y' as Agent By: l rIAl t{,..; Authorized Signatory 8 "~,, /Sc :i7.:J ----- I ~ King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Permit Number: Date Issued: Expiration Date: Permit Status: Construction Permit Penn it Type, Subtype: COMLSITE, COMLSITE Title: CSDP -LA FORTUNA TOWNHOUSES Description: CONSTRUCTION OF ROAD, DRAINAGE AND OTHER UTILITIES FOR FUTURE 41 UNIT TOWN HOMES -L04P0026 Location: APPROX: 17250 127TH AVE SE List of Parcels: 073900-0020 Site Add ress: Valuation: $921,130.00 Applicant Name: LA FORTUNA LLC Comments and Conditions B03DC001 07/25/2005 ISSUED 1. Work Subject to Approved Plans and Conditions. Work authorized by this penuit is subject to the approved plans and corrections shown thereon and the attached conditions of penuit approval. Failure to comply with all conditions once construction is begun may necessitate an immediate work stoppage until such time as compliance with the stipulated conditions is attained. 2. Posting on the job site. This penuit must be posted on the job site at all times in a visible and readily accessible location. 3. Scheduling Inspections. Inspection requests for residential, commercial/multifamily, and new construction fIre permits may be scheduled by calling the DOES Voice Inspection Line at 1-888-546-7728. This request line is available 24 hours a day, 7 days a week for your convenience. Inspection requests must be called in prior to 3:00 pm, M-F to appear on the schedule for the following business day. Inspectors are available by phone M-F, 7:30 am to 8:30 am only at 206-296-6630. Scheduling and inspector availablility is subject to approved holidays. You may obtain inspection results by calling the DOES Voice Inspection Line, reviewing the inspection infonuation left on site, or contacting the inspector of record. You may obtain general inspection information M-F, 7:30 am to 4:30 pm at206'296-6630. 4. Expiration. Please note the expiration date on this permit located in the upper right corner. A penuit may be extended or renewed in accordance with the King County Code only if a request to do so is received at least 30 days prior to theexpiration date. 5. Compliance with State and Federal laws and the Endangered Species Act. The applicant is responsible for making a diligent inquiry regarding the need for concurrent state or federal permits to engage in the work requested under this penuit, and to obtain the required permits prior to issuance of this permit. It is understood that the granting of this permit shall not be construed as satisfying the requirements of other applicable Federal, State Or Local laws or regulations. In addition this penuit does not authorize the violation of regulations. In addition, the granting of this permit does not authorize the violation of the Endangered Species Act as set forth at 16 U.S.C. § 1531-1543, including the prohibition on the "take" of threatened or endangered species. "Take" is defmed at 16 U.S.c. § 1532(19). It is the applicants sole responsibility to detenuine whether such "take" restrictions would be violated by work done pursuant to this permit, and is precluded by Federal Law from undertaking work authorized by this permit if that work would violate the "take" restrictions set forth at 16 U.S.c. §1538, 50 C.F.R. §17.21,50C.F.R. §17.31,50C.F.R. §223 and 50 C.F.R. §224. 6. Fees due: Enforcement. The King County Code states that fees associated with the review and inspection of projects requiring permit applications are due at the time of application for service, or within fIfteen days of receipt of an invoice from King County's Department of Development and Environmental Services (DDES) stating that currently hourly rates are due. DOES may require a deposit of between twenty to eighty percent of the total cost of the review and inspection of a penuit application at the time of application. Failure to pay fees in a timely manner is a civil violation. It is King County's policy to take enforcement action including, but not limited to, the issuance of a Notice and Order andlor Stop Work Order, when an applicant has violated the King County Code by failing to pay fees when due. By accepting issuance of this permit, the applicant acknowledges that if helshe fails to pay fees when due, DDES may bring a code enforcement action to recover unpaid fees. 10/26/2004 INSPECTORS COPY BP]RMSOFT ---_._--. ----------- King County Department of Development and Euvironmental Services 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 June 29. 2005 B03DC001, La Fortuna, Permit Conditions: The Commercial Site Development Permit for townhouse development is hereby APPROVED. subject to the following conditions: 1. All site development shall be in accordance with approved Commercial Site Development Permit (CSDP) B03DC001. 2. Approval of the commercial site development permit shall not provide the applicant with a vested right to build without regard to subsequent revisions in building and fire codes regulating construction listed in KCC 16.04 and 17.04. Building permits for any approved building envelopes are vested for all site issues and non-building codes at the time the CSDP application was deemed complete. 3. Subsequent building permit applications may contain minor site modifications to the approved CSDP, KCC 21A.41.110. Exceeding revision limits or conditions of approval will require a new commercial site development permit for the entire site. , 4. All future buildings approved for this CSDP within the R-S zoned portion of the site must be a townhouse configuration type only (KCC21A.06.370l. Stacked flat units (apartments, KCC 21A.06.355) shall not be allowed within this area. Failure to meet this requirement may result in a substantial reduction in site density, (KCC 21A.OS.030 5.b.). 5. This CSDP permit is valid for three (3) years from date of issuance. All subsequent building permit applications corresponding to structures identified within the building envelopes must be received by DDES and deemed complete within this three-year window. Dave Baugh, AICP, Program Manager III KC Dept o/Development and Environmental Services 900 Oaksdale Avenue SW Renton WA 98055-1219 " Phone: (206) 296-7281 FAX: (206) 296-7225 E-Mail: david.baugh@metrokc.gov <mailto:david.baugh@metrokc.gov> t PREAPPLICATION MIG 118/2001 LA FORTUNA TOWNHOMES AOIPMllS ZONING, PARKING & LANDSCAPING REVIEW Nancy Hopkins, Planner, 206.296.7120 PROPOSAL: 47-unit townhouse project consisting of 10 buildings on about 5 acres Comments: The level of information submitted is not detailed enough to provide a thorough analysis of zoning code issues relative to site issues. 1. The recreation area must be very detailed with respect to compliance with 21AI4.lS0 as well as children's play area. Children's play area (must include equipment-benches per code), is 45 SF per unit. Roughly need over 2,000 SF of plat area. A detailed recreation plan is required. Additionally, the recreation area must be centrally located and close to the units. As depicted, the rec. area does not comply with the standards of2IA.14.ISO-redesign. Cannot determine the total rec. space area without bedroom types of the units. The total area (includes children's play area), is a function of bedroom type. 2. There is a significant tree special district overlay on this site. Must submit a significant tree plan survey. May remove significant trees but must replace at either 2: I or 3: I ratios, depending on caliper size and type of trees. See 2IA3S.230. 3. The ECL indicates that bldg height will be 60'. Please note that the height limit in the R-S zone is 35 d: feet. Although you can add a I: I setback for every foot above the base, there must be sufficient room . to setback the buildings. There isn't thiS room -redesign height to comply With R-S zone where J' apphcable. ]:.. C( / 4. Complete a residential density calculation worksheet. Without one it can not determine if the site ~ (p 0 meets base density or how the split zoning of the site affects density. Depict the different zoning on r..., .,("M' r J )he site. Prepare the RDCW according the varying zones. ''-"':1' _ ~.~ See density blending per 2IA12.200, when a lot or site is divlded by varying zones. Cannot exceed l~ max density (150%) in blending denSity. -N D.AJ{ \ 6. All drive aisles, parking, and other site features must be identified and dimensioned. Parking aisle width requirement is 24 feet. 7. Need 2 stalls per unit for townhouse (2IA.lS). If tandem parking in front of garages is used to meet this requirement, it must meet full stall dimension of either a standard or compact. Tandem apron parking cannot intrude into sidewalks or drive aisles. Drive aisles must be clear and unobstructed. Only allowed 50% compacts. S. All public areas, rec. space, sidewalks, mail kiosk, recyclable storage or garbage areas must be ADA accessible. 9. Must provide for pedestrian circulation, i.e., sidewalks, around the development and from the street unto the site. Minimum 4S" wide for sidewalks. 10. Landscape buffer required is IO-feet type II around entire perimeter of site. (KCC 2IA.l6). See areas on plan where there is only 5'-those must be redesigned to comply with IO-foot buffer. Parking areas must setback out oflandscape buffer. II. Will need curbside recycling letter from waste Management Company prior to permit issuance to verify PIU-otherwise must provide recyclable storage and waste bins on site per 21A14.21O 12. Bicycle racks required per 2IAI8.030.E, one indoor storage space per every 2 dwelling units is required. Or if they all have garages just indicate and show details of which storage units or garages will contain racks on bldg permit plans. 13. Per 2IAIS.lIO.H, parking and pedestrian areas must be illuminated. 14. Submit water budget/Irrigation calculations/plan, per KCC 2IAI6.300-.370 15. Site triangle-Per KCC 2IA12.21 0 must keep plants and other obstructions out of "clear" zone, 42"- S' at driveway entrance to street. 16. If any units are Type A handicap units will need details for HC units Show accessible route of travel on site plan. The rec. areas and mail kiosk areas must be accessible. All residents must have accessibility to common areas, i.e., on-site side walk connection to off-site sidewalk (or if not possible due to grades, provide drop offHC space), rec. spaces. Entrance to building must be HC accessible. 3-27-2003 WCI Comments: Nancy Hopkins 6-7120 B03DCOOI La Fortuna CSDP Page I 1) Submit a residential density calculation worksheet that addresses the density for this split-zoned site (R-S and R-12). 2) Address the site density "blending" requirements in KCC 21A.12.200B. Document how the subject proposal complies with these requirements. 3) Provide a data block on the main site plan or cover sheet that provides a breakdown of zoning requirements such as parking proposed verses required, density per zone, and impervious (i.e., 75% in R-S zone and %S5 in R-12) and building height by zone type (R-S verses R-12). 4) Submit a LBQW that includes the cost of the recreational facilities per KCC 2IA.14.l95. 5) This site is subject to the significant tree special district overlay. Submit a significant tree survey and retention plan pursuant to the criteria ofKCC 2IA.3S.230(B) 5. 6) Revise both the civil and architectural site plans to show the R-S and R-12 zone boundaries. 7) The civil, architectural and landscape plans do not match. There are numerous inconsistencies regarding rec. area figures, parking lot locations, trail locations, building numbering, sidewalks etc. Please revise all plans so they match. 8) Sheet Col shows a curved paved area that wraps around the parking area by building 7 and the rec. area. This is not reflected on the other plans. Please identify what this area is (sidewalk?) and make sure all site plans show this feature. 9) Add a note to the site plans designating the HC stalls to the appropriate HC unit in building one. 10) Delineate the Handicap ADA accessible route of travel (ART) on the site plans. An ART must be available from the HC units to all public amenities such as the tot-lot, recreation area, mail kiosk, recyclable areas and parking. If an area is not accessible via an ADA compliant sidewalk, provide a HC drop-off stall. 11) Provide HC stall striping and signage details on the civil sheet C5. 12) Indicate the HC accessible route oftravel on the site plans. 13) Sheet Col shows 2 HC curb cuts along the street by buildings 6 and 7. What is the purpose for these and how do they fit in with the circulation ofthe site? 14) Revise the garage plans to include a note that bicycle storage is available in each unit's garage per KCC 21A.IS.030.E. 15) Submit documentation from the provider that curbside recycling pick-up is available to this site. 16) Revise the orientation of the trail entrance to the open space/rec. area by building 7 so it aligns with the sidewalk. 17) Provide a curbcut at the street by the tot-lot and crosswalk for access to the tot-lot. 18) The trail/path within the rec. spaces and connecting the two recreation areas must be constructed of an all-weather, slip resistant surface. Provide a plan note and details on all site plans indicating a hard surface trial such as asphalt will be constructed. The trail width must be at least 4S inches. Provide this detail on the plans. 19) Revise the site plans to show a sidewalk along the road between buildings 6 and 7 to provide access to the recreation area. 20) Provide plan details of all the rec. facilities such as benches, barbecues, and play equipment. Add these to the landscape plans. 21) Provide a breakdown of the required rec. space by tot-lot area with required play equipment, and required rec. area for the remaining rec. area per KCC 2IA.14.IS0. Place these calculations on the cover sheet or landscape plan: 3-27-2003 WCI Comments: Nancy Hopkins 6-7120 B03DCOOI La Fortuna CSDP a) Total rec. area required at 6,970 b) Tot-lot at 1,845 square feet with play equipment c) General play area at 5125 with 2 rec. elements (specified) Page 2 22) The mail kiosks will not accommodate a HC person out of a vehicle as shown. If a person drives up to the mailbox, any following traffic will be stopped. Since there is no sidewalk adjacent to the mailbox, design a pull out in front of each mailbox for pick up. The parallel pull-out stall should be designed as a parallel stall, measuring 8 112 by 20-feet. 23) The maximum building height in the R-8 zone is 35'. Please reduce the building height of building 3 from 36' to 35'. 24) If exterior lights are proposed, prepare and submit an illumination plan for the site, including a photometric analysis. Provide light standard and fixture plan notes and details. Exterior lights must not spill over on adjacent properties or street rights of way (KCC 21A.18.110G). • ---------~ -~ • fV1lV{ k·--U~Wf;t,~~ to! £-01- • pVllV: u-v0 GJ..(..-+-~~~~' j-I~' ~r+:;{)Jb~ uWow $ t'NiD 14 tAt-~ ~ . rvvv~ck. olMa w~r-V'oJ,. ~ p&U ~{I 111 s rzu.. . tch;J.. ~It~&i fU.L.11. to etAJ UefiW-~d ~r; I~(?.. . -- $v{'bNJ~ ~/ '6 A-Ai 1-0 /2----(, -1J1ArIt 0' t' p rz.. . I 1.-4'~ ~ 12--I'Z..---~ ~ 5" _~...:::;,:~'~~I • ......,. P-c:;..{ ~'-{'2---u/::Jr(rl-Sf? t-(p SCj /. Ie-'-s~ R -t ~oYhl\L -iMvuov 5 'ISS'S ~b e~ -)P ~-~ __ • __ (Z--('l.c::;,~"'6~e, (2-t2. f.-,'Z.-SD L fl--t~ ~ ~ t;?-~ED e7jtJ (~ Jib '1<; I ~ "q?l.;-f · IWA/ft~~~~·,~-ik ___ ---__ ~o~: . , , , i~l'lA-s v,,"'"' ~ vs /v14,/,. ~ \ ~~~~~~~~' ~~~ ~ J J-~\~_ A ~ ~~. A--~ ~ 1 ~'~..s ~{(J' v ~. ~ fU---J-' fi-, 1~/g D *" .(Jrt.:1 f71\-VO 4-~C) ~. ~s 'i Jo f\ 'f ~ ~ /1« o.db . iJ.- \) . . _ \~~~~X d---tfC: ~Cr@ . ~_~-t ¥--PfllV'i)-tc#{IV~k-'ri/'-<2-.~ ~ _/~~ 1 ~(rt:-r.r. . .:2f;fD . r3 (I) ~ ('5 ) . _c_~ </ t;o~~ti~~ C~vt--6 3 I k-;---------- f0tptA--I'Vu;J ~ ~L 7 __ . ;,/~, . + J'r. /' / ~ n~ k L.//Z.. /S /'-<~)~ ~. ' v7 /hAl //~ , R-6-S0 R-4 R-18-S R-6-S0 R-4-S0 soc Page 1 of 1 King County Home Comments ' .. £1 <!.!:ceIJ!j~w_~!_... __ ._._ .... __ _ I standard Mode I Current One Parcel Found: jParcel Number Address !0739000020~ A Search Menu. 139OQQ038 .UII) 0139000Q20 - 13900001 1 Parcels Found: ,_ tII.lt> --.. --Record 1 Parcel 0739000020 Number Address Not Available Zipcode Not Available Taxpayer BRODKA HELMUT+LOURDES L .. L ~ ~ 0/_ j ;t 13900001/ S 739000012 I 0 ~r ---01 (C) :!lIOO. l<iwg fun! _____________ co I'~ , Property Available Report ISing County: I ~IS I Nll ..... S I SEtr1ii£es I G9Jnments I Se~c;l} Links to external sites do not constitute endorsements by King County. Districts Available Report By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. DOES Available Permits The_~~.ils. PREAPPLICATION MTG 118/2001 LA FORTUNA TOWNHOMES AOIPMU5 ZONING, PARKING & LANDSCAPING REVIEW Nancy Hopkins, Planner, 206.296.7120 PROPOSAL: 47-unit townhouse project consisting of 10 buildings on about 5 acres Comments: The level of information submitted is not detailed enough to provide a V thorough analysis of zoning code issues relative to site issues. I. The recreation area must be very detailed with respect to compliance with 21A.14.180 as well as children's play area. Children's play area (must include equipment-benches per code), is 45 SF per unit. Roughly need over 2,000 SF of plat area. A detailed recreation plan is required. Additionally, the recreation area must be centrally located and close to the units. As depicted, the rec. area does not comply with the standards of 2IA.14.180-redesign. Cannot determine the total rec. space area without bedroom types of the units. The total area (includes children's play area), is a function of bedroom type. 2. There is a significant tree special district overlay on this site. Must submit a significant tree plan survey. May remove significant trees but must replace at either 2: I or 3: I ratios, depending on caliper size and type of trees. See 21A.38.230. 3. The ECL indicates that bldg height will be 60'. Please note that the height limit in the R-8 zone is 35 feet. Although you can add a I: I setback for every foot above the base, there must be sufficient room to setback the buildings. There isn't this room -redesign height to comply with R-8 zone where applicable. 4. Complete a residential density calculation worksheet. Without one it can not determine if the site meets base density or how the split zoning of the site affects density. Depict the different zoning on the site. Prepare the RDCW according the varying zones. ----. 5. See density blending per 2IA.12.200, when a lot or site is divided by varying zones. Cannot exceed max density (ISO%) in blending density. 6. All drive aisles, parking, and other site features must be identified and dimensioned. Parking aisle width requirement is 24 feet. 7. Need 2 stalls per unit for townhouse (2IA.18). If tandem parking in front of garages is used to meet this requirement, it must meet full stall dimension of either a standard or compact. Tandem apron parking cannot intrude into sidewalks or drive aisles. Drive aisles must be clear and unobstructed. Only allowed SO% compacts. 8. All public areas, rec. space, sidewalks, mail kiosk, recyclable storage or garbage areas must be ADA accessible. 9. Must provide for pedestrian circulation, i.e., sidewalks, around the development and from the street unto the site. Minimum 48" wide for sidewalks. 10. Landscape buffer required is 10-feet type II around entire perimeter of site. (KCC 2IA.16). See areas on plan where there is only S' -those must be redesigned to comply with I O-foot buffer. Parking areas must setback out oflandscape buffer. II. Will need curbside recycling letter from waste Management Company prior to permit issuance to verify PIU-otherwise must provide recyclable storage and waste bins on site per 21A.14.210 12. Bicycle racks required per 21A.18.030.E, one indoor storage space per every 2 dwelling units is required. Or if they all have garages just indicate and show details of which storage units or garages will contain racks on bldg permit plans. 13. Per 2IAI8.110.H, parking and pedestrian areas must be illuminated. 14. Submit water budgeVIrrigation calculations/plan, per KCC 21A.16.300-.370 IS. Site triangle-Per KCC 21A.12.21 0 must keep plants and other obstructions out of "clear" zone, 42 P - 8' at driveway entrance to street. 16. If any units are Type A handicap units will need details for HC units ~ Show accessible route of travel on site plan. The rec. areas and mail kiosk areas must be accessible. All residents must have accessibility to common areas, i.e., on-site side walk connection to off-site sidewalk (or if not possible due to grades, provide drop off HC space), rec. spaces. Entrance to building must be HC accessible. , Pre Application or Permit File Number: A01PM115· La Fortuna Townhouses compiled by: Dave Sandstrom Date of Meeting: January 8, 2002 c • ' c • Major issues needing Redesign or Resolution ".2' ~ o 0 , ODES staff responsible .. : ~ e~! ~- Building 1 Reference section 310.2.2, UBC "more than 3000 Square feet of floor area above the first story shall not be less than one hour fire resistive John Rae construction throughout" .. " Need one hour fire resistive assembly detailing 2 Barrier free access aisleway in type "An barrier free garage 3 Need four type "A" barrier free units 4 One hour fire res,istive party walls are required 5 Need building elevations 6 Need to complete the Washington State Energy Code Compliance forms -handed out at the meeting 7 Need lateral load analysis 8 Full one hour occupancy separation between garages and units is required 9 Label the barrier free units on the site plan, plus on the site plan show the barrier free accessible route of travel , 10 Dimension the distance bet'Neen building on the site plan -reference sections 305 and 705 for maximum roof overhangs Fire 1 See written comments from Bill Mudd provided at the pre-app meeting Bill Mudd 2 Insufficient information was provided to complete fire flow calculations -needed the total square footage of each building, types of construction and elevation drawings for each building to calculate fire flow 3 Title 17 of the King County Code requires multi-family buildings with fire or more units; or three or more floor levels (not stories) to be sprinklered NFPA 13 R -Additionally, any building with an unsprinklered fire flow requirement of 2,000 gpm or more to be sprinklered -typicaUy, due to the'lr proximity to other buildings and property lines, most 4·plex buildings must be sprinklered; constructed V1-hour; or be divided at least once with a 2-hour separation wall 4 A valid certificate of water availability has to be submitted with the building permit application 5 At least two fire hydrants wiU be required within the complex -the fire hydrant and sprinkler FDC (fire department connection) locations can be established when the formal fire flow review is conducted after permit application 6 As submitted, access for fire apparatus appears acceptable -no parking will be permitted on the on-site roadways (fire lanes) -the on~sjte roadways must be marked/signed in an approved manner as outlined in Title 17 of the King County Code 7 Separate permits are required for: Fire hydranUwater main installation. Sprinkler system supply main installation, Sprinkler systems, Automatic fire alarm systems and Monitoring system Traffic 1 Internal access roads are minor access (Commercial) streets -sidewalks on one side are required Phil Barber 2 127th Ave. SE is a Neighborhood Collector Site 1 The proposed project requires full drainage review per the 1998 King County Surface Water Design Manual (SWDM) Ron Hoelscher Engineering 2 Need to provide a Technical Information Report (TIR) 3 The site is in a Level 1 Flow Control area· drainage issue downstream must be mitigated and may require a higher level of detention 4 The site may have several discharge points -if proposing to discharge to a single point, the diversion issue will have to be examined -if it is a 5 diversion, then a Drainage Adjustment must be submitted 6 Site is located within a Landslide Hazard Drainage area 7 Site requires Basic Water Quality Treatment 8 Flooding problems downstream may affect detention requirements 9 Determine upstream tributary area -you may be required to bypass the upstream runoff (Core Requirement 3 page 1·36, SWDM)· need to consider the impact to the Landslide Hazard area 10 Need to provide a conveyance and backwater analysis using the 1998 SWOM requirements 11 Provide a TESC plan consistent with the SWDM 12 Need to look at drainage complaints within the vicinity of the site -call 206-296-1900 (KC Water and Land Resource) for information 13 The site may contain unmapped floodplains -provide a floodplain analysis consistent with SWOM Section 4.4.2 (page 4-69) 14 If the site contains or is adjacent to a low lying area a closed depression analysiS will be required 15 Verify that the FEMA floodplain of Soos Creek does not encroach into the site through the culverts 16 You area proposing to cross a stream -you will be required to obtain an HPA from the Washington State Dept. of Fish and Wildlife 17 A Declaration of Covenant for maintenance access for the flow control and water quality facilities is required for privately maintained facilities 18 Retaining walls 4 feet in height and greater will require structural review ------------- S.lBSOlbpr staff file folderslOSAN/A01PM115i1·8..()2 Page 1 of 2 01/3012002 Pre Application or Permit File Number: A01PM115 -La Fortuna Townhouses compiled by: Dave Sandstrom Date of Meeting: January 8, 2002 , . . , . Major issues needing Redesign or Resolution • m, o 0 , DOES staff responsible 2:: ~ <II <II 0;; <II . . ~-=~ ~ .- Site 1 The site is zoned R-8 with a Special District Overlay for significant Trees-This will require a significant tree survey to be part of the BP plan set Nancy Hopkins Zoning identifying all significant trees per KCC 21A.38. 2 The heighllimit in the R-8 zone is 35 feet -the ECL indicates that the buildings will be over 60 feet in height -redesign to comply with the R-V zoning 3 Complete a Residential Density Calculation worksheet -at this time it is not possible to determine if the site meets base density or how the split""/ zone of the site affects density 4 See KCC 21A.12.200 Density Blending when a site is divided by varying zones -cannot exceed max. density (150% ) in blending density- 5 All drive aisles, parking, and other site features must be identified and dimensioned -parking aisles required width is 24 feet ./ 6 Need 2 stails per townhouse unit per KCC 21A.18 -jf tandem parking in front of garage is proposed -must meet full stall dimension./ of either standard or compact -tandem apron parking cannot intrude into sidewalk or drive aisles drive aisles must be clear and unobstructed 7 All public areas, rec. space sidewalks, mail kiosk, recyclable storage and garbage areas must be ADA accessible v 8 Landscape buffer required is 10 feet of type II around entire perimeter of site per KCC 21A.16 -the site plan shows 5 feet in some areas -if redesign to comply with 10 foot buffer 9 Need to address the new standards for on-site recreational space-see KCC 21A.14.180..x 10 Need to address the sight triangle at the driveway per KGG 21A.12.210 11 Sidewalks need to be provide from the street through the development measuring at least 48 inches wide-with a curb section elevated abovV the access road / 12 Provide recyclable storage for curbside pick up per KGG 21A.14.210 13 Provide for bike storage in each garage and place notes on plans -per KCC 21A.18.030 f!/ 14 Provide on site illumination to comply with KCC 21A.18.110 H 15 Parking must be provide for the recreation space area, all public features (mail kiosks, central recyclable/garbage collection points) V 16 Provide Landscape Bond Quantity Worksheet and Water Budget per KGG 21A.16.300 1,../ 17 Provide project summary block on title sheet outlining parking, zoning, Max impervious, adjacent land zoning and land uses 18 If any units are Type A handicap units -provide details of the units-show accessible route of travel on the site plan -all residents must ha"i/~ accessibility to common areas -entrances to building must be accessible 19 See written comments from Nancy Hopkins provided at the pre-app meeting Sensitive 1 Need to submit a Sensitive Areas report for the subject parcels as required by King County Code (KCC 21 A. 24.110 and 21A.96.1395) Bill Kerschke Areas 2 All sensitive areas within 165 feet of the proposed site should be delineated, described and classified per KeC 21A.06.1415 3 You propose to fill two wetlands and impact associated buffers -a Sensitive Areas study is required to determine whether or not the subject wetlands can be altered/filled under King County Code 4 RID Vaults are not permitted within wetland buffers or BSBL's -roads are not permitted within wetland buffers but may be allowed within the 15 foot BSBL -need to relocate the RID Vault and road outside of the sensitive area buffer and 15 foot BSBL 5 Per Public Rules 21 A-24-016 King County may approve buffer width averaging if you can demonstrate that the total area contained in the buffer on the site does not decrease and that the proposal will provide additional protection to the sensitive area -the minimum buffer width can not be less than 65% of the standard buffer width -if buffer width averaging can not be completed you may apply for a Sensitive Areas Variance 6 Based on the site plan you propose to discharge stormwater to a wetland -this may be allowed if the discharge does not increase the rate of flow, change the plant composition in forested wetlands or decrease water quality -to satisfy code you will need to provide a hydrologic assessment to measure or estimate elements of wetland hydrolperiods under existing pre-development and anticipated post-development conditions by a qualified hydrologist 7 Project site plans must depict alt sensitive areas, associated buffers, and 15 foot BSBL in relation to all proposed project developments -site plans must also show the extent of all clearing limits in relation to the sensitive areas and associated buffers SEPA 1 Need to provide 12 copies of the Environmental Checklist and plans and 1 copy of any special studies submitted with the building permit Angelica Velasquez application Platting 1 The Boundary line Adjustment can be processed concurrently with the building permit application -the Boundary Line Adjustment will need to be Patrick Simmons . approved prior to final zoning review of the bullding permit S:fBSDll>pr staff file foldersJOSAN/A01PM11511-8-02 Page 2 of 2 01/3012002 I DATE: l¥?p8 PROJECT REQUEST FORM PLANNINGIBUILDING/PUBLIC WORKS CONTACT: /i-;-v C;U:d5{-i'i EXT. 72E'C I I FILE STATUS /2fNEW OR 0 EXISTfNG FILE CODE (PRI·XX-XXXX) / LOCATION / 0 My Work Space: / 0 File Bay SheIf#: B(Other PROJECTNAME!F[LE TITLEcAA3£zz:..'ll //9 70<" 24 //-/0(..(,5 IF (70 characters max) S 7Dt?/V) DfZ/Q IILI UTILITY PERMIT# ______ ~ LUA# ________ WO# ______ _ ADDRESS I STREET NAME(S):,--/'+2~c~-:::~--;~O=· --+-'--'--I~~';-;'c~~~~----""'7T<::r--- DEV: _____ _ OTHER ALIASES: 8/1 tV/l7ePe 8:vs C Circle Size ofWaterllne: Circle Size of Sewerline: Circle Size of Stonnline: 10" 18" 12" 12" 24" Circle One: Circle One I CHECK EACH DISCIl'LINE INVOLVED IN PROJECT 0 TED (off site improvements) 0 TRO (Signalization, Channelization, Ughting) 0 WWP (sanitary sewer main, include basin name) 0 WTR (Mains. Valves, Hydrants) 0 SWP (eIP onlyXinclude basin name) 0 PLR _______ / (For Developer Files Only) o PLEASE CIRCLE THE DISCIPLINES WHICH NEED TO SIGN MYLARS (1etter only) WATER WASTEWATER SURFACE WATER TRANSPORTATION FIRE FOR FILE MAINTAINANCE USE ONLY ~----- File Codes File Alias Date' Entered and Labels Made -- ,-,.----_c· ~--- .. -~.,. ·.~-c -. - .. King county Department of Development and Environmental Services Date of Issuance: Project: Location: King County Permits: SEP A Contact: Permit Contact: Proponent: Zoning: Community Plan: Drainage Basin: State Environmental Policy Act (SEP A) Mitigated Determination of Non-Significance For La Fortuna Townhouses -B03DCOOl May 19,2004 Construction of a 41-unit residential development with associated parking and landscaping. Generally 150 feet south of SE 1 72"d Street and east of 127'h Avenue SE. Commercial Site Development Permit B03DCOOI Angelica Velasquez Building Permit Center Karl Best La Fortuna LLC PO Box 1790 Snohomish, WA 98291 R-8-S0 & R-12~SO Soos Creek (206) 296-7136 (206) 296-6600 (425) 238-9831 Section/Township/Range: Soos CreeklWRIA 9 SE 28-23-05 Notes: A. This finding is based on review of the revised project site plan dated January 16, 2003 environmental checklist dated February 12,2003, geotechnical engineering study dated April 15, 2003, traffic impact analysis dated April 25, 2003, technical information report dated January 13,2003, and other documents in the file. B. Issuance of this threshold determination does not constitute approval of the permit. This proposal will be reviewed for compliance with all applicable King County codes which regulate development activities, including the Uniform Fire and Building Codes, Road Standards, Surface Water Design Manual, and the Sensitive Areas Regulations. Threshold Determination The responsible official finds that the above described proposal does not pose a probable significant adverse impact to the environment, provided the mitigation measures listed below are applied as conditions of permit issuance. This fInding is made pursuant to RCW 43.21 C, KCC 20.44 and WAC 197-11 after reviewing the environmental checklist and other information on file with the lead agency and considering mitigation measures which the agency or the applicant will implement as part of the proposal. The responsible official finds this information reasonably sufficient to evaluate the environmental impact of this proposal. MAIN FILE COpy • -. . La Fortuna Townhouses -B03D~_JI Date or issuance: May 19,2004 Page 2 Mitigation List The following mitigation measures shall be attached as conditions of permit issuance. These mitigation measures are consistent with policies, plans, rules or regulations designated by KCC 20.44.080 as a basis for the exercise of substantive authority and in effect when this threshold determination is issued. Key sources of substantive authority for each mitigation measure are in parentheses; however, other sources of substantive authority may exist but are not expressly listed. The increase in pedestrian and vehicular activity on the stub street proposed to serve the development will have an adverse impact on safety for pedestrians walking along the existing section of roadway to the location where paved shoulders exist along SE 172nd Street [KCC 14.80.0308]. The applicant shall either: a) extend the urban improvements required for the interior access road to the north, to the southeast corner of the intersection of 127th Avenue SE at SE 172nd Street, including concrete curb, gutters and sidewalks along the easterly side of 127th Avenue SE, or b) construct a paved walkway with a minimum paved width of five (5) feet, with an extruded curb separating pedestrian traffic from vehicle traffic. Plans for the off-site walkway improvements shall be submitted to King County DOT for review and approval. Comments and Appeals This Mitigated Determination of Non-significance (MDNS) is issued under Washington Administrative Code (WAC) 197-11-340(2); the lead agency will not act on this proposal until after June 14,2004. Comments must be submitted to the Department of Development and Environmental Services by, June 14, 2004. Since this MDNS is for a Type I Permit, there is not a King County Administrative SEP A appeal, according to King County Ordinance 14449. Any appeals to this project must be submitted to King County Superior Court. Comment deadline: Address for commeut; Responsible Official; Greg ~C~lanning Supervisor Current Planning Section Land Use Services Division Date Mailed; May 19. 2004 Juue 14, 2004 King County Land Use Services Division 900 Oakesdale Avenue SW Renton, WA 98055-1219 ATTN: Current Planning Section Date Signed Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 , Topic Index I Contact Info r 'F' 'T'" Safety Claims It Insurance Workplace Rights Trades It licensing Find a Law or Rule, Get a Form or Publication Look Up a Contractor, Electrician or Plumber General/Specialty Contractor A business registered as a construction contractor with Lal to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License KRCON"020BG Licensee Name K R CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 600103567 Verif~ Workers Camp Premium Slatlli Ind. Ins. Account Id Business Type INDIVIDUAL Address 1 19707 FI LBERT RD Address 2 City BOTHELL County KING State WA Zip 96012 Phone 4254871360 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 1/7/1998 Expiration Date 1211212005 Suspend Date Separation Date Parent Company Previous License FUTURRCD,66LH Next License Associated License Business Owner Information https:llfortress.wa.gov/lnilbbiplDetail.aspx?License=KRCON**02OBG 07/2512005 Cara Lockrem Full Name: Last Name: First Name: Company: Business Address: Business: Business 2: K. R. Construction Construction K. K. R. Construction 19707 Filbert Road Bothell WA 98012 (425) 487-1360 (206) 999-1237 State Contractor # KRCON**020BG lvt-o ~ oltlcL \ ~Q r-b{'1 y l~/{\ {io,t Y~ ~. ( J • 1 ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton. WA 98055-1219 August 13, 2003 Karl Best K -Best Construction P.O. Box 1790 Snohomish, W A 98291 King County Project Number: Project Name: Project Address: Dear Mr. Best: B03DCOOI La Fortuna Townhomes 12632 SE Petrovitsky The DDES Site Engineering and Planning (SE&P) section has reviewed the submitted site engineering plans and Technical Information Report (TIR) for this permit application. The red marked plans and TIR are available for your review and can be picked up in the SE&P section at DDES. Please contact Julie Kubota at (206) 296-7245 to schedule a pick-up day and time. In addition to the comments on the plans, TIR and the enclosed sheet, please address the following: SITE DEVELOPMENT: 1. A Declaration of Covenant for maintenance access, incorporating the two (2) proposed combined wet vault!detention vault facilities must be submitted for review and approval prior to recording. Provide the legal description and map exhibit of the each of the facility. 2. Submit the structural details and calculations of the combined wet vault! detention vaults, along with the soil report supporting the analysis. 3. Per Special Requirement #2 of the 1998 KCSWDM, if a proposed project contains wetlands, closed depression and is adjacent to IOO-yr floodplain, then the 100-yr floodplain boundaries based on an approved flood hazard study shall be delineated on the site improvement plans and profiles. If an approved hazard study does not exist, then one shall be prepared based on the requirements described in Section 4.4.2, "FloodplainIFloodway Analysis". Any impact to the floodplain capacity of the wetlands and the closed depression must be mitigated consistent with the guidelines of the 1998 KCSWDM. 4. Please schedule a meeting for discussion of the comments and subseqnently the resolutions. Traffic: Comments not included in this letter. Landscaping/Zoning: Comments not included in this letter. All review comments in this letter and marked in red on the plans and TIR must be addressed before the plans can be approved. Due to the nature of the comments, further review may be necessary. rfyou have questions regarding these comments or the site development requirements, please contact the undersigned at (206) 296-7249. rfyou have questions on Traffic, please call Cindy Callan at (206) 296-7228 and for Landscaping, please call Nancy Hopkins at (206) 296-7120. To help expedite the review of the submittal, please provide a response letter to the comments. Please submit two (2) sets of corrected plans and 1 completed TIR to the CommerciallMultifamily Permit Center, 900 Oakesdale Ave SW, Renton, W A 98055-1219, within 60 days of the date of this letter. The red marked plans and TIR must be returned with the revised plans and TIR. When submitting the plans and TIR, please use the enclosed Submittal of Additional Information As Requested By BUilding Services Division form. Per King COunty Ordinance 8184, the corrected plans and TIR must be submitted by October 17, 2003 (60 days). rfyou do not either provide.the information requested or contact our office to request an extension within 60 days, we will assume you are not proceeding with your proposal. At that time, we will cancel your application. To continue the project after that time will require a new permit application. Sincerely, n erII Site Engineering & Planning Section Enclosures Cc: Building Main File SE & P Section File ... . B03DCOOI 08/13/03 ERO A. Plans: La Fortuna Townhomes -SDR Comments 1. Provide the plan view of the existing pond on the northwest area of the site. In addition, provide a cross section of the pond showing the outfall protection and the inlet pipe and the outlet pipes. 2. The flow path of the proposed development must be well defined/illustrated on the plan (sheet 6). B. TIR: 1. In reference to comment #3 of the cover letter, discuss/examine the impact of the floodplain analysis on the design of the detention facilities. A backwater analysis maybe required if the outlet of the control structure is submerged during the designed storm of the pond. 2. This project is proposing Level 2 flow control due to downstream flooding concerns. Thus, the downstream point of compliance is more appropriate in the KCRTS analysis. Examine the KCRTS Downstream Point of Compliance methodology as it relates to the proposed development. 3. Page 56 of the TIR says approximately 2 acres of the 5.5 acres will be collected by upstream development and bypasses the site. Provide verifications that the Bypass requirements as defined by the 1998 KCSWDM are met. If these requirements are not met, then runoff bypass is not allowed and or permitted. 4. Examine the combined flows of the pipe segments in the Conveyance Design. Revise backwater analysis accordingly. 5. Determine the conveyance system design velocity. The required outfall protection will then be verified per Table 4.2.2.A of KCSWDM. 6. The flow dispersal trench shall only be used as an outfall as described in Core Requirement #1, Section 1.2.1. Provide verification that it meets this requirement. Ifso, show how the trench was designed. 08/13/03 B03DCOOI Geotechnical Conditions of Approval: 01) The project shall be completed in accordance with the project geotechnical reports by Geotech Consultants Inc., dated April 15, 2003 and May 7, 2003. The following geotechnical special inspections must be performed by the project geotechnical engineer or his designee: • Observe site stripping and overexcavation in all areas where foundations, structural fill, or other structures are planned prior to construction or placement of fill that will conceal the stripped surface. • Evaluate compaction of subgrades prior to placement of structures or structural fills. • Observe and perform density tests on all compacted structural fill. Density test frequency should be at the discretion ofthe geotechnical engineer and depends on the material being placed. All structural fill beneath structures shall be compacted to 95% of maximum dry density per ASTM D 1557 (modified proctor) unless otherwise approved in writing by the project geotechnical engineer. • Evaluate the need for subsurface drainage measures and verifY their implementation. Written documentation of all inspections must be provided to the King County Inspector as work progresses. Copies of all inspection reports must be maintained on site during construction. .® King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 Karl Best La Fortuna, LLC PO Box 1790 Snohorrrish, VVi\ 98291 RE: Financial Guarantee Requirements DDES File Number: B03DCOOI Project Title: La Fortuna Town Homes Dear Mr. Best: July 8,2005 The above referenced permit is ready to be issued pending receipt of the listed items on the enclosed Permit i\pplication i\ction Notice. i\s noted on the notice, this project will require a right of way and site restoration financial guarantee, a sensitive area performance financial guarantee and a landscape performance financial guarantee posted prior to issuance of the building permit. In addition to the guarantee, we need the enclosed Land Use Inspection Section final fee quote signed and returned. Please contact me at 206-296-7009 to obtain your financial guarantee forms and for any fee or financial guarantee questions you may have. Sincerely, ;&atvfoutM Stacy Graves Financial Guarantee Management Unit Enclosure cc: Robert Stewart, Permit Review Coordinator, Permit Center Financial Guarantee Unit • King County Department of Development and Environmental Services Permit Application Action Notice 900 Oakesdale Avenue Southwest Renton, W A 98055-1219 Name and Address: Date; 1-V'-05 JU[ 01 2005 lONG COUNTY FGMU This notice is to inform you that permit number B 03 OCo 0 I for Sin d «".f!!~ 1m- located at a fpro)( '. (7250 (27"" dvE 'Ii G has been review and approved for issuance. Please bring this notice along with the following fees and/or items that must be received prior to the issuance of your permit. Total Due for Permit Issuance: $. ___ &_q..!.....:::3'-/:...::2~-_()_L/'--- Itemization of Fees: $ ___ 3 D9Bt././ J.:. Remaining Application Review $ !/.2Jfi ,.Q.G Building Inspection $ 23 !0;{t;i.f Site Inspection (Activity # to $ S r /lit )* $ School Mitigation Impact $ Road Mitigation "iL '3 $ ~S':1'· 'if Landscape Inspection (Activity # 1206 -:Co I Z ) $ Other ( ) Financial Guarantee: $ 37'!5 88 ~ Right of Way and Site Restoration Financial Guarantee (Thisym: refunded after Final Construction Approval has been issued. FGMU # di2!2!3AJ 2/~ $ $ Items I Sq37 ,f?P-Sensitive Area Restoration Financial Guarantee Activity # Ao3B1Jt& 0) /55 V () q-. ~ Landscape Performance Financial Guarantee Activity # A 0513 AJ 2 ~ D x Copy of Current Contractor's Registration or Owner Affidavit o Submittal of liability insurance with additional insured endorsement (This is required prior to commencing construction -see attached liability insurance requirement form) o Submittal of Public Agency Agreement FGMU # ______________ _ o Two (2) spPie. s Recorded Sensitive Area Notice on Title~ .>c:[ Other: I5tcei p}:r 6 t · '-005, aLJat{ 4 lJt..~~oo5 'f&p#d'f ~.r o Other: _________________________ --.:~ o Other: __________________________ _ Please make all checks payable to the King County Office of Finance. If your permit is not issued within 60 days, your application will expire and will be canceled in compliance with King County Ordinance 10608. Any request for extension of this time should be directed in writing to the above letterhead address, attention: Permit Center Supervisor. If you have any questions regarding your permit application, please contact the Permit Center at 206-296-6600. If you have any questions regarding your financial guarantee requirements, please contact the Financial Guarantee Management Unit at 206-296-7009. To better serve you, our customers, we (DDES) have decided that we will not delay the issuance of your permit simply because all charges may not be in at the time of issuance. Please be aware, however, that you may receive an invoice for any hourly charges associated with the review of your permit that had not been recorded in our billing system at the time of P'~H~htJ.~!L, ~ PAAN ,12I0S InRS/ D. R. STRONG Consulting Engineers Inc. 10604 N.E. 38TH PLACE, SUITE 101 • KIRKLAND, WA 98033-7903 (425) 827-3063 • TOLL FREE (Washington State) 1-800-962-1402 • FAX NUMBER (425) 827-2423 May 22, 2003 James Chan, P.E. Site Engineering and Planning Supervisor King County DOES 900 Oakesdale Avenue SW Renton, WA 98055-1219 Re: La Fortuna Commercial Site Development K. C. Tracking No. B03DCOOI 12632 SE Petrovitsky Road Dear Mr. Chan: Project No. 01261.600 \0) rn©rnowrn [0 lnJ MAY 29 2003 K.C. D.D.E.S. Thank you for your coordination of the review of this project. We have carefully considered each of the comments in your letter dated April I, 2003. Additional information has been provided and revisions have been made as appropriate. Following is a summary of the actions taken in response to each comment. General Comment I. The need for a pre-application meeting prior to building permit intake has been noted. Site Drainage Review 2. The TIA did not reveal a need for any additional R.O.W. improvements. Therefore, no changes have been made to the storm drainage facility. 3. No reviewer's comments revealed a need for any changes that would significantly impact the impervious area calculations. Therefore, no changes have been made to the TIR or the stonn drainage plan. Zoning, Landscaping, and Parking 4. A residential density calculation worksheet has been included for your review. 5. This project complies with KCC21A.12.200B density is transferred from the area of lower density to the region of higher density. This is documented on the cover sheet under the heading "Zoning Requirements". 6. A table describing the zoning requirements has been added to the cover sheet. 7. A landscape bond quantity worksheet will be provided by the landscape architect. 8. As discussed in our phone and email conversations, the significant tree survey and retention plan is described on Sheet C3 of the plans. The replacement tree infonnation is now more fully described in the landscape plan. James Chan, P.E. May 22, 2003 Page 2 of3 9. The zone boundaries have been added to the engineering plan cover sheet and the architectural plans. 10. All plans have been modified so that they are consistent throughout. 11. The curved path you see is simply a lawn area. This should now be depicted accurately on the landscape and architectural plans. 12. The HC stalls have been labeled with their related unit. 13. The ADA ART has been added to the dimension plan on Sheet C2. 14. The ADA details have been added to Sheet C2 because of space constraints on Sheet C5. 15. See Item No. 13 above. 16. It is convenient for people with strollers or wheeled moving equipment to have a ramp down to the existing grade at the terminus of a sidewalk. For example, someone who lives in Building No.8 walking with a stroller along the sidewalk in front of Building No.7 may use the ramp when crossing the road to their unit. The same applies to the ADA ramp in front of Building No.6. 17. The architectural plans have been revised to note bicycle storage. 18. Waste Management services the Site and a memo from them is provided for your records. 19. The landscape plan has been revised so that the trail aligns with the sidewalk. 20. A curb cut and crosswalk has been added for access to the tot-lot. 21. Additional information regarding the trail has been provided on the landscape plans. 22. A sidewalk has been added along the East Side of Building No.7. 23. The landscape plan has been revised to show all necessary details. 24. The recreation space area breakdown information has been added to the landscape plans. 25. As per our phone and email conversations, the mailbox unit closest to the ADA housing has been moved behind the sidewalk so as to place the unit within the accessible route of travel. 26. The building height has been revised on the architect's plan. 27. No exterior lights are proposed at this time. Traffic Issues 28. A Traffic Impact Analysis has been prepared, and is included for your review. 29. The applicant has chosen to conform strictly to the requirements of the King County Road Standards. Geotechnical Issu es 30. The geotechnical engineering report has been expanded to address Issues of subgrade preparation and drainage. James Chan, P.K May 22, 2003 Page 3 of3 SEPAIssue 31. A Traffic Impact Analysis has been prepared, and is included for your review. Thank you for your attention to this project. If you have any comments or questions, please do not hesitate to contact me. Sincerely, D. R. STRONG Consulting Engineers Inc. Jeremy S. Febus, E.LT. Design Engineer JSF/sjw Enclosures IISTRONGSERVERIDOCUMENTSlkO/12W/26/IL030505-Chan.doc Pre Application or Permit File Number: A01PM115 -La Fortuna Townhouses compiled by: Dave Sandstrom Date of Meeting: January 8. 2002 ----~----- c • • c • Major issues needing Redesign or Resolution ' a, o 0 , DOES staff responsible QI C; .. on:;:: '" -.. e -= ~ 0'- Building 1 Reference section 310.2.2, USC "more than 3000 Square feet of floor area above the first story shaH not be less than one hour fire resistive John Rae construction throughout ...... Need one hour fire resistive assembly detailing 2 Barrier free access aisleway in type "A" barrier free garage 3 Need four type "A" barrier free units 4 One hour fire resistive party walls are required 5 Need building elevations 6 Need to complete the Washington State Energy Code Compliance forms -handed out at the meeting 7 Need lateral load analysis 8 Full one hour occupancy separation between garages and units is required 9 Label the barrier free units on the site plan, plus on the site plan show the barrier free accessible route of travel 10 Dimension the distance between building on the site plan -reference sections 305 and 705 for maximum roof overhangs Fire 1 See written comments from Bill Mudd provided at the pre-app meeting Bill Mudd 2 Insufficient information was provided to complete fire flow calculations ~ needed the total square footage of each building. types of construction and elevation draw!ngs for each building to calculate fire flow 3 Title 17 of the King County Code requires multi-family buildings with fire or more units; or three or more floor levels (not stories) to be sprinklered NFPA 13 R -Additionally, any building with an unsprinklered fire flow requirement of 2,000 gpm or more to be sprinklered -typically, due to their proximity to other buildings and property lines, most 4-plex buildings must be sprinklered; constructed V1-hour; or be divided at least once with a 2-hour separation wall 4 A valid certificate of water availability has to be submitted with the building permit application 5 At least two fire hydrants will be required within the complex -the fire hydrant and sprinkler FDC (fire department connection) locations can be established when the formal fire flow review is conducted after permit application 6 As submitted, access for fire apparatus appears acceptable -no parking will be permitted on the on-site roadways (fire lanes) -the on-site roadways must be marked/signed in an approved manner as outlined in Title 17 of the King County Code 7 Separate permits are required for: Fire hydranUwater main installation, Sprinkler system supply main installation, Sprinkler systems, Automatic fire alarm systems and Monitoring system Traffic 1 Internal access roads are minor access (Commercial) streets -sidewalks on one side are required Phil Barber 2 127th Ave. SE is a Neighborhood Collector Site 1 The proposed project requires full drainage review per the 1998 King County Surface Water Design Manual (SWDM) "on Moe,sener Engineering 2 Need to provide a Technical Information Report (TIR) 3 The site is in a Level 1 Flow Control area -drainage issue downstream must be mitigated and may require a higher level of detention 4 The site may have several discharge points -if proposing to discharge to a single point, the diversion issue will have to be examined -if it is a 5 diversion, then a Drainage Adjustment must be submitted 6 Site is located within a Landslide Hazard Drainage area 7 Site requires Basic Water Quality Treatment 8 Flooding problems downstream may affect detention requirements 9 Determine upstream tributary area -you may be required to bypass the upstream runoff (Core Requirement 3 page 1-36, SWDM) -need to consider the impact to the Landslide Hazard area 10 Need to provide a conveyance and backwater analysis using the 1998 SWDM requirements 11 Provide a TESC plan consistent with the SWDM 12 . Need to look at drainage complaints within the vicinity of the site -call 206-296-1900 (KC Water and Land Resource) for information 13 The site may contain unmapped floodplains -provide a floodplain analysiS consistent with SWDM Section 4.4.2 (page 4-69) 14 If the site contains or is adjacent to a low lying area a closed depression analysis will be required 15 Verify that the FEMA floodplain of Soos Creek does not encroach into the site through the culverts 16 You area proposing to cross a stream -you will be required to obtain an HPA from the Washington State Dept. of Fish and Wildlife 17 A Declaration of Covenant for maintenance access for the flow control and water quality facilities is required for privately maintained facilities 18 Retaining walls 4 feet in height and greater will require structural review ---.-.----~~ -~~ , . ---~ S:IBSDlbpr slaff file foiders/DSANIAO 1 PM11Sf1-6-02 Page 1 of 2 0113012002 " Pre Application or Permit File Number: A01PM115 -La Fortuna Townhouses compiled by: Dave Sandstrom Date of Meeting: January 8,2002 c • • c • I Major issues needing Redesign or Resolution . m, co, DOES staff responslblel ~ ~ ~ <II:.:l III ~ .-~ ..:!.~ Site 1 The site is zoned R-8 with a Special District Overlay for significant Trees-This will require a significant tree survey to be part of the BP plan set Nancy Hopkins Zoning identifying aU significant trees per KeC 21A.38. 2 The height limit in the R-8 zone is 35 feet -the EeL indicates that the buildings will be over 60 feet in height -redesign to comply with the R-8 zoning 3 Complete a Residential Density Calculation worksheet -at this time it is not possible to determine if the site meets base denSity or how the split zone of the site affects density 4 See KeC 21A.12.200 Density Blending when a site is divided by varying zones -cannot exceed max, density (150% ) in blending density 5 AI! drive aisles, parking, and other site features must be identified and dimensioned -parking aisles required width is 24 feet 6 Need 2 stalls per townhouse unit per KeC 21A.18 -if tandem parking in front of garage is proposed ¥ must meet full stall dimension of either standard or compact -tandem apron parking cannot intrude into sidewalk or drive aisles drive aisles must be clear and unobstructed 7 All pubHc areas, rec. space sidewalks, mail kiosk, recyclable storage and garbage areas must be ADA accessible 8 Landscape buffer required is 10 feet of type II around entire perimeter of site per Kee 21A.16 -the site plan shows 5 feet in some areas - redesign to comply with 10 foot buffer 9 Need to address the new standards for on-site recreational space-see KCG 21 A.14.180 10 Need to address the sight triangle at the driveway per KCC 21A.12.210 11 Sidewalks need to be provide from the street through the development measuring at least 48 inches wide~with a curb section elevated above the access road 12 Provide recyclable storage for curbside pick up per KCC 21A.14.210 13 Provide for bike storage in each garage and place notes on plans· per KGG 21A.18.030 E 14 Provide on site illumination to comply with KeC 21A.18.11 0 H 15 Parking must be provide for the recreation space area, all public features (mail kiosks, central recyclable/garbage collection points) 16 Provide Landscape Bond Quantity Worksheet and Water Budget per KCC 21A.16.300 17 Provide project summary block on title sheet outlining parking, zoning, Max impervious, adjacent land zoning and land uses 18 If any units are Type A handicap units p provide details of the units-show accessible route of travel on the site plan -aU residents must have accessibility to common areas -entrances to building must be accessible 19 See written comments from Nancy Hopkins provided at the pre·app meeting Sensitive 1 Need to submit a Sensitive Areas report for the subject parcels as required by King County Code (KeC 21A. 24.110 and 21A.96.1395) Bitl Kerschke Areas 2 All sensitive areas within 165 feet of the proposed site should be delineated, described and classified per KCC 21A.06.1415 3 You propose to fill two wetlands and impact associated buffers - a Sensitive Areas study is required to determine whether or not the subject wetlands can be altered/filled under King County Code 4 RIO Vaults are not, permitted within wetland buffers or BSBL's -roads are not permitted within wetland buffers but may be allowed within the 15 foot BSBL -need to relocate the R/D Vault and road outside of the sensitive area buffer and 15 foot BSBL 5 Per Public Rules 21 A-24-016 King County may approve buffer width averaging if you can demonstrate that the total area contained in the buffer on the site does not decrease and that the proposal will provide additional protection to the sensitive area -the minimum buffer width can not be less than 65% of the standard buffer width -if buffer width averaging can not be completed you may apply for a Sensitive Areas Variance 6 Based on the site plan you propose to discharge stormwater to a wetland -this may be allowed if the discharge does not increase the rate of flow, change the plant composition in forested wetlands or decrease water quality -to satisfy code you will need to provide a hydrologic assessment to measure or estimate elements of wetland hydrolperiods under existing pre-development and anticipated post-development conditions by a qualified hydrologist 7 Project site plans must depict all sensitive areas, associated buffers, and 15 foot BSBL in relation to aU proposed project developments -site plans must also show the extent of all clearing limits in relation to the sensitive areas and associated buffers SEPA 1 Need to provide 12 copies of the Environmental Checklist and plans and 1 copy of any special studies submitted with the building permit Angelica Velasquez application Platting 1 The Boundary Une Adjustment can be processed concurrently with the building permit application -the Boundary Line Adjustment will need to be Patrick Simmons approved prior to final zoning review of the building permit S:/BSD/bpr slaff file foidersiDSAN/A01 PM115/1·S.Q2 Page 2 of 2 01/3012002 ® King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 Land Use Inspection Section Fee Quote May 23, 2005 Permit Name: La Fortuna Townhouses Permit Number: B03DCOOl (x0001279) Permit Activity Sub-Type: INSPCT -BC Permit Activity Number: L05SI114 Based on the permit information provided by the applicant, the Land Use Inspection Section (LUIS) has estimated the following fees for this permit's site inspections. The following fee quotes are ONLY for the fixed and bourly fees estimated for tbe LUIS inspection pbase of this permit application. The Counter Services Fee is a fixed amount. The Hourly Fee is the product of the estimated hours times the current hourly rate. The hourly fee quote and the fees total amount will be adjusted ifthe hourly fee rate changes. Counter Services Fee: $102.64 Hourly Fee: 231 Hours @ $144.901Hr. $33,471.90 TOTAL FEE QUOTE: $33,574,54 The above fee quote covers only the period of 12 months starting on the date of plan approval/permit issuance. If Final Construction Approval has not been granted prior to the end of the specified period, a new fee quote will be prepared by LUIS and provided to you. Notice to Applicant: Please read all pages of this document, sign and date where indicated with an X and return the signed original within 30 days of the date at the top of this fee quote. If you have any questions about this form or the fee estimating process, please contact the project manager at 206-296-7236. ' Approved by: ~2l[~ Project Manager Land Use Inspection Section, Land Use Services Division Land Use Inspection Section Fee Quote Activity Number: L05SIIl4 Page 2 Disclaimer: The above fee quote is for SI (site inspection), PM (project management) and FG (financial guarantee management) time only and is based on historical data collected on projects of similar type, size, scope and costs of construction. Following plan approvaVpermit issuance, the fee quote derived from the historical data will be adjusted to reflect the specific information submitted by the applicant during the engineering review process, information disclosed at the pre-construction meeting and any additional information discovered during the adjustment evaluation. After the adjusted fee quote is issued it is subject to re-evaluation and possible re-adjustment under circumstances such as, but not limited to, plan changes, code violations and unusual andlor undisclosed site issues. Below is a comprehensive list of items that may make a: re-evaluation of the fee quote necessary. Please note that a re-evaluation mayor may not result in a change of the estimate. Disclaimer List The issues listed below are not part of the fee estimate. If any of these issues are encountered after the fee estimate is made, the estimate will need to be re-evaluated and possibly adjusted. • A Design Plan Change is issued. • The Applicant andlor Contractor do not follow or are not familiar with the standard LUIS pre- construction meeting notification requirements, inspection process and prescribed inspector notification procedure. • A Notice of Violation is issued, a Stop Work order is posted or a Notice and Order is initiated. • The Bond Quantity Worksheet does not accurately reflect the permit's scope of work. • Soil amendments are proposed which were not included in the original design approval. • Hazardous andlor dangerous waste materials are discovered on site. • There are plan notes such as "field design" or "match existing". • There are soil failures (including but not limited to slope instability, rockery failure and subgrade instability). • More than two (2) proof rolls are required for subgrade approval. • More than one punch list and one re-inspection punch list (No Approval) are issued. • Any offsite construction easements required to enter onto adjacent properties is granted prior to permit issuance. Land Use inspection Section Preliminary Fee Quote Activity Number: L05SIl14 Page 3 Disclaimer List (continued) • If any Special Inspection reports, including, but not limited to, those listed below, are not complete upon first submittal to LUIS or are not provided immediately following the completion of the work. which requires special inspections. Reports shall include all required information and a summary report from the applicant's engineer verifying completeness, accuracy and compliance. a. Required reports from Erosion Control Supervisor. b. Geotechnical reports for wall and rockery construction c. Placement and compaction reports for Retention Pond berms d. Backfill and compaction reports for large tank installation e. Backfill and compaction reports for utility trench and embankment fill construction' f. Special Inspection reports for concrete structures in compliance with UBC g. ESC supervisor ensures TESC compliance on highly sensitive sites. • If any required construction outside of the road prism, including but not limited to rockeries, retaining walls, trails and drainage systems, has not been completed prior to recording the subdivision. • For Infiltration Facilities: a. If field testing of the facility determines that the actual infiltration rate does not meet the design rate. b. If field testing is not possible and a groundwater mounding analysis is required. • The permit is annexed into a city. • It is necessary to involve any other County Department to review and/or resolve design or construction issues. • There are problems related to the bonding and/or insurance requirements. • The permit's inspections exceed the time allowed by County Code and the permit enters into DEFAULT status. By completing and signing below, you acknowledge that you are the APPLICANT, as indicated on the attached Applicant Status form, and have read all pages of this document. PRINT NAME ADDRESS CITY STATE ZIP CODE x ____ ~~--------------------------~------Applicant Signature Date ® King COunty Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055·1219 206-296-6600 TTY 206·296·7217 Certification & Transfer of Applicant Status Alternative formats available upon request Permit Number: 803 DC-OVf) ')i orro 12-:rq FOR CURRENT OWNER: 7 c.oS"SI 1I.ol\- I, , (print name) hereby certify that I am an/the owner of the property which is the subject of this application for permit or approval. If I am not the sale owner of the property, I certify that I am authorized by any and all other owners of the property to make this certification and transfer any an all rights l/we have to apply for this permit or approval to the person listed below. I, therefore certify that (print name) is the "applicant" for this permit or approval and shall remain the "applicanf' for the duration of this permit or approval unless "applicant" status is transferred in writing on a form provided by this department. By being the . "applicant," that individual assumes financial responsibility for all fees and will receive any refunds paid. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Signature of Owner Date Signed FOR INDIVIDUALS: I, , (print name) hereby certify that I am the "applicant" for this permit or approval. I shall remain the "applicant" for the duration of this permit or approval unless "applicant" status is transferred in writing on a form provided by this department. I accept financial responsibility for all fees associated with this permit or approval and will receive any refunds. My mailing address is: I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Signature of Applicant Date Signed OR FOR CORPORATIONS/BUSINESS ASSOCIATIONS: I, , hereby certify that I am an authorized agent of , a corporation of other business association authorized in the State of Washington and that this business association is the "applicant" for this permit or approval and Is financially responsible for all fees and will receive any refunds paid. This association shall remain the "applicant" for the duration of this permit or approval unless "applicant" status is transferred in writing on a form provided by this department. The mailing address of this business association is: I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Signature of Applicant Date Signed Check out the DDES Web site at www.metrokc.qovlddes Certification & Transfer of Applicant Status Ic~cer-trapstat.pdf 05/30103 Page1of2 ® King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest . Renton, Washington 98055-1219 208-296-6600 TIY 206-296-7217 For alternate formats, call 206-296-6600, Permit Number: B0 3DC"c0l/ XClW 12-'14 Activity Number: L..C?5~:r.l [± PennltName: LA. &;;12...1un 1+ TOWNHDMFS FOR INDIVIDUALS: I, ___ ----------------(print name), hereby certify that I am the/an owner of the property which is the subject of this permit. If I am not the sale owner of the property, I certify that I am authorized to represent all other owners of the property. My mailing address is: , I further certify that I am the "Applicant" for this permit and as such am financially responsible for all fees and will receive any refunds paid. I shall remain the "Applicant" for the duration of this permit unless I transfer my "applicant" status in writing on a form provided by DOES. * Signature of Applicant ·OR· FOR CORPORATIONS/BUSINESS ASSOCIATIONS: . Date Signed I, (print name), hereby certify that I am an authorized agent of , a corporation or other business association authorized to do business in the State of Washington, which is the sale owner of the property that is the subject of this penni!. If this corporation or business association is not the sole owner of the property, I certify that this corporationlbusiness association is authorized to represent all other owners of the property. The mailing address of this corporation/business association is: I further certify that the above named corporation/business association is the "Applicant" for this permit and as such is financially responsible for all fees and will receive any refunds paid. This corporation/business association shall remain the "Applicant" for the duration of this permit . unless it transfers its applicant status in writing on a form provided by DOES . • Signature of Applicant's Agent Date Signed • By signing as the Applicant or the Applicanfs Agent, I certify under penalty of perjury under the laws of the State of Washington that the information provided above is true and correct. Check out the DOES Web site at www.metrokc.govlddes Certification of Applicant Status IC-cer-apstat.pdf 01/08104 Pago1of2 King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 June 23,2005 Walter Shostak D.R. Strong Consulting Engineers 10604 NE 38th Place, Suite 101 Kirkland, WA 98033 Re: B03DC001. La Fortuna CSDP Dear Mr. Shostak, The purpose of this letter is to confirm our phone conversation of earlier today concerning the final review steps for the "La Fortuna" Commercial Site Development (CSDP) proposal. I mentioned to you that several minor plan discrepancies still exist. These issues involve cross walks and curb access points shown differently on civil, landscape and architectural plans. We agree the civil plan represents the final site approval. All other plans should be designed to match the approved civil site drawing. Therefore, please submit revised corrected drawing sheets A 0.1, L - 1 and L - 2 depicting the final site configuration as shown on sheet C 2 of 9. You mentioned the owner's desire to get bonds determined as soon as possible anticipating issuance of the CSDP shortly. I may have misled you and later Karl by indicating that the landscape bond could wait until the buildings were completed. I was wrong. Stacy Graves tells me that with CSDP permits, the landscape bond must be collected at permit issuance. The building permits, which will come later, do not have any landscaping activities associated with them and thus bonding does the County no good at that point. All landscaping installations for CSDP must be completed and approved with the developed site. Stacy Graves will prepare the bond forms for the applicants use. I should be able to complete m£ site review and conditions, including the landscape portions, by Tuesday, June 28 . Please call me at the pOint you are ready to deliver the revised plan sheets noted above. If I get them Monday or Tuesday at the latest, I can complete the review and plan re-assembly work before leaving on vacation Wednesday afternoon. Sincerely, Dave Baugh, AICP, Program Manager III (206) 296-7281 cc: Stacy Graves <® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 September 3, 2004 Karl Best K-Best Construction P.O. Box 1790 Snohomish, WA 98291 King County Project Number: B03DCOOI Project Name: La Fortuna Townhomes Dear Mr. Best: The DDES Building Services Division (BSD) has reviewed the submitted structural design of the detention vault for this permit application. Listed below are the comments to be addressed: I. The east side wall of the tank is next to Building No.7 (5 units). The wall shall be designed to be able to carry the surcharge load from the building'S footing foundation bearing pressure. This was not considered in the submitted structural design calculations. Refer to civil drawing plan sheet C6 of 9. 2. Submit the structural calculations for the design of the baffle wall, wood planks and connection. Tfyou have questions regarding these comments, please call Hou-Ching Chow at (206) 296-7058. Please submit two (2) sets of corrected structural calculations and (2) sets of structural plans to the CommerciallMultifamily Permit Center, 900 Oakesdale Ave SW, Renton, W A 98055-I 2 I 9, within 60 days of the date of this letter. Wben submitting the plans, please use the enclosed Submit/alof Additional Information As Requested By Building Services Division form. Sincerely, ~.~ ri: i '~ , -'/'t OMR OIiM"', ,grn= IT Site Engineering & Planning Section Enclosure Cc: Hou·Ching Chow, Plan Examiner III, BSD ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 April 14, 2004 Karl Best K-Best Construction P.O. Box 1790 Snohomish, WA 98291 King County Project Number: Project Name: Project Address: Dear Mr. Best: B03DCOOI La Fortuna Townhomes 12632 SE Petrovitsky The DDES Site Engineering and Planning (SE&P) section has reviewed the submitted site engineering plms and Technical Information Report (TIR) for this permit application. The red marked plans and TIR are available for your review and can be picked up in the SE&P section at DDES. Please contact Julie Kubota at (206) 296-7245 to schedule a pick-up day and time. In addition to the comments on the plans and the TIR, the following are still yet to be submitted for review: 1. Declaration of Covenant 2. Structural calculations and plans ofthe combined wet vault! detention vault 3. Recorded easement for the upstream bypass conveyance system Traffic: Comments not included in this letter. Landscaping/Zoning: Comments not included in this letter. All review comments in this letter and marked in red on the plans and TIR must be addressed before the plans can be approved. Due to the nature of the comments, further review may be necessary. If you have questions regarding these comments or the site development requirements, please contact the undersigned at (206) 296-7249. If you have questions on Traffic, please call Phil Barber at (206) 296-7228 and for Karl Best 04/1412004 Page 2 Landscaping, please call Nancy Hopkins at (206) 296-7120. To help expedite the review of the submittal, please provide a response letter to the comments. Please submit two (2) sets of corrected plans and 1 completed TIR to the CommerciallMultifamily Permit Center, 900 Oakesdale Ave SW, Renton, W A 98055- 1219, within 60 days of the date of this letter. The red marked plans and TIR must be returned with the revised plans and TIR. When submitting the plans and TIR, please use the enclosed Submittal of Additional Information As Requested By Building Services Division form. Per King County Ordinance 8184, the corrected plans and TIR must be submitted by June 18,2004 (60 days). If you do not either provide the information requested or contact our office to request an extension within 60 days, we will assume you are not proceeding with your proposal. At that time, we will cancel your application. To continue the project after that time will require a new permit application. Sincerely, ~ h, f}J7~ ~:~ Olinares, ~glneer II Site Engineering & Planning Section Enclosures Cc: Building Permit Main File SE & P Section File Walter Shostak, P.E.-D.R. Strong 10604 N.E. 38 th Place, Suite 101 Kirkland, W A 98033-7903 ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 January 20, 2004 Karl Best K-Best Construction P.O. Box 1790 Snohomish, WA 98291 King County Project Number: Project Name: Project Address: Dear Mr. Best: B03DCOOI LaFortuna Townhomes 12632 SE Petrovisky Our records indicate that you were notified on August 13,2003 that further information would be required in order to proceed with drainage review and that processing of your permit could not continue until requested information was received. Subsequently, Luay Strong and Walter Shostak ofD.R. Strong Consulting Engineers requested for extension on December 5, 2003 and December 19, 2003, respectively. The latter requested that submittals be submitted by middle of January, 2004 or by January 16,2004. Attached is a copy of the 60-day letter and project's comments regarding extension request. The extended deadline for the submittal of requested information has expired. If the requested information is not received, or an extension has not been requested in writing by the close of business hours of February 6, 2004, this application will expire and will be canceled. In the event it is necessary to cancel this permit application, you will be billed for any services performed for which payment has not been received. If any overpayment has been made, a refund will be processed. Please contact the undersigned at (206) 296-7249 if you have any questions. Sinc ... t:~Jn, /' /' /~,/7 ~{uj, { .. )L/ Elena R. Olinar'!, kngineelin I Site Engineering & Planning Section Building Services Division Enclosures cc: Building Permit Main File SE &P Section Type: !Coument E nit; .... IIIlIfked by -are c ..... enll,p in effect T ext: her reqye$llor exteNion per Walter Sho.tak 10 middle 01 Janu"'l' or J.nuaI)l16, 2004. Entered By: fthn<:\it-« E!(::-rtB U ... h± 18':c~EDU Entered; I LJ19/ARB T ooIBar Ordtr Tuesday, Jan 20, 2004 08:48 AM Effective: I 1211912003 TMt I 1213112020 Inheritance Oplion# ._." .... _ ....... ,.:/,://. r Project; InheritU1N Type: lComment:::::l Entries_ted..,·· ""' cunenll .. .., effeet. T .KI: Lu.y Strong (O.R. Strong Consulting) asked 101 submittal el<tensi<ln on Octobel17. 2003 to another 60 day •. The .ubmittal. should badue December 17. 2003. Entered By.IEr,:,,,,,,::: C!;ne'8t U.erld: la':E?Ei.:L: Entered: I 1 ;·-)[;/2003 ! Licensee: KING COUNTY. WA Tuesday, Jan 20, 2004 08:48 AM Effective: I 121512003 I~I~I aok E' Thru: I 12/3112020 Inheritance Option. ----.-··--·--,1 .. :i.:: .... : .•. :: : .. f:. r Ptojects Inherit LHN --..... -....... -... -.--... --.-r-·-·:· __ ·····-···········-· .. -.. ··-·-.... ·-f·-·---~···········-··-· .. -.. i'--"- ,SerialNtmbet: 6136 Uoets: 150 I V ... ,on: v. 4.7.24 ': LANDSCAPE BOND QUANTITY WORKSHEET FORM ® KINGCOUNfY Dept. of Development r:1 "";; '~." .~ PROJECTNAME LaFortuna Commercial Site DmJi~ [5 0 W ~ 10\ DOES PROJECT #: B03DCOOI MAY 29 2003 ~ and Environmental Services 900 Oakesdale A venue Southwest Renton, WA 98055-1219 ADDRESS: 12632 SE Petrovsky Road. KING COUNTY PREPARED BY: THE JAY GROUP Bonds are based upon required landscaping only and will be posted for performance and/or maiotenaoce. Required landscaping includes perimeter landscaping, srice parking area landscaping, (KCC 21A16) and any landscaping required by SEPA environmental review, The maintenance period is for the life of the project, however, after posting for maintenance, the performance bond will be reduced to 30% ($1,000,00 minimum) and be held for a two year period. Upon re-inspection of the site the bond will be released if the site has been properly maintained (21A 16, 180). A landscape maintenance inspection deposit of $316.80 is required prior to permit issuance to cover the costs of the 2-year maintenance inspection. Landscape inspections are billed at tbe current hourly rate once the initial deposit is exhausted. If the project has not been maintained and there are dead trees, shrubs, ground cover, or other deficiencies noted in the required landscaping, the bond will be held until the deficiencies are corrected. UNIT PRICE UNIT TYPE QUANTITY PRICE SOD LAWN AREAS $500.00 MSF (JOOO SQ, FT) NA HYDROSEEDING $50,00 MSF (1000 SQ. FT) 9,61 $480,00 SOIL PREPARATION A TOPSOIL (6 INCHES DEEP) $25.00 CY (CUBIC YARD) 548CY $13,700.00 B. MULCH (2 INCHES DEEP) $4,00 SY (SQUARE YARD) 165 SY $660,00 C. PEAT MOSS (TWO INCHES DEEP) $2,30 SY (SQUARE YARD) NA D. COMPOST (3 INCHES DEEP & TILUNG $26.00 SY (SQUARE YARD) NA E, FERTILIZER $6,67 CY (CUBIC YARD) NA PLANT MATERIALS A DECIDUOUS TREES 1.75 -2,00" CALIPER (minimum height JO') $250,00 EACH COST & LABOR 33 $8,250,00 PERIMETER & PARKING AREAS 1.5 -1.75" CALIPER (MIN. lIT. 10') $225,00 EACH COST & LABOR 63 $14,175.00 INTERIOR LANDSCAPING OR OTIIER B. EVERGREEN TREES FIVE (5) FEET ORP.JlOVE $150.00 EACH COST & LABOR 50 $7,500,00 C, SHRUBS $35,00 EACH COST & LABOR 873 $30,555.00 BOND AMOUNT SUB TOTAL: SUB TOTAL BOND AMOUNT $ $74,661.16 $74,661.16.00 '. UNIT PRICE UNIT TYPE QUANTITY PRICE D. GROUND COVER $4.00 EACH COST & LABOR 946 $3,784.00 MISCELLANEOUS TREESIAKES 3fIREE $2.65 EACH PER STAKE & 292 $773.80 LABOR FENCING: LlNEARFooT SOLID WOOD CEDAR $28.50 INCLUDES LABOR BERMING $17.50 LlNEARFooT INCLUDES LABOR IRRIGATION 80¢ SQUARE FOOT 29,610 SF $23,688.00 ADDITIONAL ITEMS Play Structure $10,755.00 EACH $13,981.50 1 $13,981.00 Deluxe Park Grill $115.00 EACH $149.50 2 $299.00 Permanent Angle Leg Bench $295.00 EACH $38350 1 $383.50 Standard Picnic Table $409.00 EACH $531.70 4 $2,126.80 . SUB TOTAL BOND AMOUNT BOND SUB TOTAL: $119,697.76 Add 30% of the Bond Sub-Total for Contingency in accordance with 30 % CONTINGENCY: Financial Guarantee Ordinance 120220, Section 13. $ 35,909.33 TOTAL BOND PRICE TOTAL BOND PRICE: $155,607.09 [(ev;sed LBQW 8129/2001 Em [)c,,~n "'()I~: ,,\,., CII.di"' l~~" r1al"i"ll'ILIlO $10,755 CHALLENGERS® $12,694 PLAYMAKERS® 'urTONI --0 o • 0, -:~~:~~, As Shlnnl: :::3 BOI"d<.;![ Timbas 23·(i (23-1.S1111) Capacity: Size: ll.~e Zone: Weight: Install<ltiot1: o;;;l1ld <;cnar,ILdv on \XI.>!C 75 350-0103 500-0103 Play Events Challengers Up t(\ -10 children ,\gc~ :'i Ll' 1:2 yr~ I)laymakus Ur Lo .. H'l chjlJr~n age~ 5 to I ~ yL\. Challengers 22' '\ J l' x 11' (6.71111 .\. 9.--1."111 .\ 3,3Sm) 1'1a~'lllakl'Ts '2.:1' x 32' \. 1'2' I7,Y2111 x 9.751n '\ 3NlIlli Challcngl'rs _,_"i' x -+-+' i 1~l.67Lll X. 1 :~.-+ 11111 Playmakers )(1' x -1-1' IIO,lrlm ,\ 1:;..+lm) Challengers 2()OtJ lb,~ [lJflY.92kg) Playmakcrs ::.6(1() Jbs. { 12m.20kgJ Appro,\. 53 hour)' All play C'IllipmCllll1lll'>t be inslalkJ cn'cr:..tll Illll")'lct-'lb~()rhillg _~ulfacC. IJJ!!A .... ,.' ...... -... . .:I STEEL BIKE RACK Mode! St~'le O~enings Size Wei~ht Price ZZXXl641 Portable 5' ([,52m) 77.72 lhs. (35,25kg) $269 ZZXX1642 Attachable 5' (l,52m) 80.361bs. 136,45kg) $269 ZZXXl643 Porrable 18 10' (3m) 142.091bs.I64,45kg) $475 ZZXXl644 Attachable 18 10' Om) 144.731bs.165,65kg) $475 ll1cse attractive, cnsy-to-assemhlr. hike racks can be portable Uf lagged ontu existing hard sunnees. Main framework is 1-5/S" D.D. g~[vanized pipe with 1-1116' 0.0. g<.llvanized pipe. All fa.~teners are plated. Available in yOur choice of paint color (see page 145). Model ZZXXl641 shown in Seafoam. LOOP BIKE RACK $219 ZZXX1353 IN-GROUND Style: 78" ([,98m) Weight: ~7.41 Ibs. (J9,64kg) $209 ZZXX1353S SURFACE MOUNT Style: 78" (1.98111) Weight: 79 lhs. (35,80kgJ Easy-lo-in~tall unit fcalLtres live opening, and is made of 3" D.D. galvanized-steel tubing. AvaiiDb!e in your chuice of paint color (see page 1.:i5J. Mode! ZZXXlJ53 shown in Red. DELUXE PARK GRILL $115 ZZXX1451 Style: Permanent Weight: 8:2.7J Ibs. (37.52kgl Tough enough to last Cor yea",,,! Fire box i~ made 01"3J16" ~lecl plate and swivds 360 0 JOr draft CDutrol. Cooking grJle is made of 1/2" and 5/8" sleel bm"!; with 293 ~qllare inches of cooking surface and is 4-way adju~tuhle [or cooking CUlitrol. FeaLures a 2-3/8" 0.0. galvanized pipe thefl-resisL~ll supJXlrt PO:;!. $359 PORTABLE STRAIGHT LEG BENCH RECYCLED PLASTIC ZZXX9030 Size: 6' x ~J (1,83111 x O,GOJll) Weight: 105.77 Jbs. (:17.98f\g) Mud"i ZZXX90J[) shown wilh I'latinum ir;lme $295 PERMANENT ANGLE LEG BENCH RECYCLED PLASTIC ZZXX9010 Size: 6' x 2' (l.S3m x 0,6001) ,""eight: 105.72 los. (47,95kg) PbyworJd Systems"" dLlmhJe Park Benches require very little maintenance, making them ideal additions 10 ,.my park or playgruund ~ite. ScaL~ <Ire made of Recyded Plastic planks. All frames are 2-]/8" 0.0. galvanized pipe with Aluminum end caps and arc available in yOUT choice of pain! color (see page 145). $325 STYLEX I BENCH RECYCLED PLASTIC ZZXX9020 Size: 6' { 1.R3mJ Weight: 117.n Ib~. (53,43kgJ The open de~ign of tile Stylex I ,illoW6 for flexibility in pl'Jcement and seating. Leg., are Y' 0.0. galv<Jnizcd pip~ uno 1/4" 3" x 3' angle iron finished in SUpcI1(1l1gh puwder coating. BEl ~ 6' Style>: I Benches can be shipped via UPS. $399 KINGSWOOD BENCH RECYCLED PLASTIC ZZXX1540 Size: 6' (1.S]ml "';eight: 1 n. J 4 lbs. (80.ROkg) 'j"Jli., Lmdi!ion-~t)'le hench feJLlJre~ ~ix 4" A ~" Recycled Plastic plank; for bad: and seal. making it as durahlc and weather-resistant as it j):. beauLiful. HEAVY-DUTY PICNIC TABLE $465 ZZXX911 0 Size: Weight: 6' X 2'6" (1,83m x 0.76m) 247.5 Ibs. (112,27kg) The.~e highly durable tables feature one-piece end frames made of 2-3/8" a.D. galvanized pipe with 3/16" x 4' x I" fonned steel board-mounting brackeL~. 1-1/16" 0.0. galvanized pipe cross braces provide exira strength ami rigidity. Wheelchair-accessible tables are designed to accommodate wheelchairs with tabletops extending an extra foot beyond the Frome at both end,. Seats and tnbletop planks are Recycled Plastic. Frame available in your choice of paint color (see page 145).6' Heavy-Duty Picnic Table shown in Recycled Plastic with Ruby Frame. STANDARD PICNIC TABLE $409 ZZXX9100 Size: Weight: 6' x 2'6~ (1.83m x O,76m) 216.51bs. (98.20kg) Our Standard Picnic Tables feature one-piece end frames made of 1-518" OD. galvanized pipe with 3116" x 4" x I" formed steel board-mounting bracket.<;. 1-1/16" 0.0. galvanized pipe cross braces provide strength and rigidity. Seats and tabletop planks are Recycled Plastic. Frnme available in your choice of paint color (see page 145). Shown in Recycled Plastic with Azure frame. • ~ LIllER RECEPTACLE PERMANENT $265 ZZXX8020 Volume: Slat'i: Weight: 32 gal. (121,10 lilerS) Recycled Plaslic 92.741bs. (41.07kg) REPLACEMENT CONTAINER $20 ZZXX8060 Volume: Slats: Weight: 32 gal. (121.10 iiler.\j Plastic 5 \bs. (2JOkgJ Steel frame with 2 x 4 slal~ in Rccyc1<,d Plastic !\\'ailnN~ m dlher rennanenl 01 freestanding models. All recc:pl:lcks ~hippcd cOlllplde with 32·g~\llon black rlCi~lic container and lid. ( The Jay Group I Inc. Landscape Architects, Civil En~ineers and Environmental Consultants WATER BUDGET CALCULATIONS Date: Project: For: 5/21103 La Fortuna Townhouses Karl Best (425) 397-0739 Total Lawn Area: Total Shrub Area: Total NativelBuffer Area: Total Area: Shrub Plant Factor: 9,650 SF 8,910 SF 11,050 SF 29,610 SF .04/.25 Drought tolerant NW Native shrubs were used in buffer areas and a mix of ornamental trees, shrubs and groundcover using low to medium water requirements were planted in parks and common areas. Irrigation zones have taken local exposure factors into account. Irrigation Water Budget WB= (ETO) (AF) (LA) (CF) WB= 14.49 x.8 x 29,610 x 0.62 = 212,808 Gallons per growing season Estimated Water Use EWO= (TO) (PF) (HA) (CF) / (IE) Lawn EWU= 14.49 x.7 x 9,650 x 0.62 / 0.625 = 97,097 G/S Shrub EWU= 14.49 x .04 x 8,910 x 0.62 / 0.625 = 5,123 G/S Native EWU= 14.49 x .25 x 11,050 x 0.62 /0.625 = 39,708 G/S Prepared By: George Kaage Paul Jay EWU = 141,928 Gal. Per growing season WB = 212,808 Gal. Per growing season Washington Registered Landscape Architect 1927 -51h Sireel • MarVlville, WA 98270 • (360) 659-8159 • ~ax; (360) 651-7252 • e-mail: mail@jaHroupllc.com ";, ,/-< " :,' ,. /~ ... ( ('.... \, '~>~; ) The Jay Group, LLC --~~$ ----------- - ----------------- ~.j 'l}: Landscape AHhitecl1 and Environmental (onlulLuil WATER BUDGET CALCULATIONS Date: Project: For: 12116/02 La Fortuna Townhouses Karl Best (425) 397-0739 Total Lawn Area: Total Shrub Area: Total NativelBuffer Area: Total Area: Shrub Plant Factor: 9,650 SF 8,910 SF 11,050 SF 29,610 SF .04 I .25 Drought tolerant NW Native shrubs were used in buffer areas and a mix of ornamental trees, shrubs and groundcover using low to medium water requirements were planted in parks and common areas. Irrigation zones have taken local exposure factors into account. Irrigation Water Budget WB= (ETO) (AF) (LA) (CF) WB= 14.49 x.8 x 29,610 x 0.62 = 212,808 Gallons per growing season Estimated Water Use EWO= (TO) (PF) (HA) (CF) I (IE) Lawn EWU= 14.49 x.7 x 9,650 x 0.62 I 0.625 = 97,097 GIS Shrub EWU= 14.49 x .04 x 8,910 x 0.62 I 0.625 = 5,123 GIS Native EWU= 14.49 x .25 x 11,050 x 0.62 I 0.625 = 39,708 GIS Prepared By: George Kaage Paul Jay EWU = 141,928 Gal. Per growing season WB = 212,808 Gal. Per growing season Washington Registered Landscape Architect 1927 -51h Street • MarYlVille, Wi 98270 • (360) 659-8159 • ~ax: (360) 651-7252 • I-mail: maii@iily~roU9Ik(lm ~c ) The Jay Group, LLC _ -~_~O __ LandHape Ar(hitects and Environmental (onlulhnh WATER BUDGET CALCULATIONS Date: Project: For: 12116/02 La Fortuna Townhouses Karl Best (425) 397-0739 Total Lawn Area: Total Shrub Area: Total NativelBuffer Area: Total Area: Shrub Plant Factor: 9,650 SF 8,910 SF 11,050 SF 29,610 SF .04/.25 Drought tolerant NW Native shrubs were used in buffer areas and a mix of ornamental trees, shrubs and groundcover using low to medium water requirements were planted in parks and common areas. Irrigation zones have taken local exposure factors into account. Irrigation Water Budget WB= (ETO) (AF) (LA) (CF) WB= 14.49 x.8 x 29,610 x 0.62 = 212,808 Gallons per growing season Estimated Water Use EWO= (TO) (PF) (HA) (CF) I (IE) Lawn EWU= 14.49 x.7 x 9,650 x 0.621 0.625 = 97,097 GIS Shrub EWU= 14.49 x .04 x 8,910 x 0.621 0.625 = 5,123 GIS Native EWU= 14.49 x .25 x 11,050 x 0.62 I 0.625 = 39,708 GIS Prepared By: George Kaage Paul Jay EWU = 141,928 Gal. Per growing season WB = 212,808 Gal. Per growing season Washington Registered Landscape Architect 1927 -51h Sireel • MarYlvilie, WA 98270 • (360) 659-8159 • ~ax: (360) 651-7252 • e-mail: mail@j.v~rou.ll(.nm ~ •.• The Jay Group, LLC Landscape Architects and Environmental Consultanh WATER BUDGET CALCULATIONS Date: Project: For: 12116/02 La Fortuna Townhouses Karl Best (425) 397-0739 Total Lawn Area: Total Shrub Area: Total NativelBuffer Area: Total Area: Shrub Plant Factor: 9,650 SF 8,910 SF 11,050 SF 29,610 SF .04 I .25 Drought tolerant NW Native shrubs were used in buffer areas and a mix of ornamental trees, shrubs and groundcover using low to medium water requirements were planted in parks and common areas. Irrigation zones have taken local exposure factors into account. Irrigation Water Budget WB= (ETO) (AF) (LA) (CF) WB= 14.49 x.8 x 29,610 x 0.62 = 212,808 Gallons per growing season Estimated Water Use EWO= (TO) (PF) (HA) (CF) I (IE) Lawn EWU= 14.49 x.7 x 9,650 x 0.62 I 0.625 = 97,097 GIS Shrub EWU= 14.49 x .04 x 8,910 x 0.62 I 0.625 = 5,123 GIS Native EWU= 14.49 x .25 x 11,050 x 0.62 I 0.625 = 39,708 GIS Prepared By: George Kaage Paul Jay EWU = 141,928 Gal. Per growing season WE = 212,808 Gal. Per growing season Washington Registered Landscape Architect 1927 -5th Street • MarVJville, WA 98270 • (360) 659-8159 • ~ax: (360) 651-7252 • e-mail: m.il@iav~rouolluom CUb "'''0 7<!<!5 ;303DC(~Ol ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055·1219 February 12, 2003 Luay R. Joudeh, P.E. 10604 NE 38 111 Place, Suite 101 Kirkland, WA 98033·7903 RE: Pre·Application No. AOIPMl15 Dear Mr. Joudeh: r~: :.: ,--. In our phone conversation today, you clarified your justifications for requesting waiver of another mandatory pre·application meeting. This project proposal has already had two pre· application meetings, one voluntary and one mandatory. Although there have been changes in the project proposal since the first pre-application meeting, staff has spent significant review time on the major issues. You have also acknowledged that possible delays may occur if issues are identified after application submittal and you have accepted this risk. I will waive the mandatory pre-application requirement with two conditions. One, the balance owed on the above pre-application ($138) is paid at the time of penn it submittal and two, you strongly consider signing up for the project management program (Dave Sandstrom 206-296-7184) for this project. If you have any further questions, please contact me at (206) 296-6740. Sincerely, ames Chan, P.E. Site Engineering and Planning Supervisor Building Services Division cc: Dave Sandstrom, Project Manger, BSD Bill Kerschke, Senior Ecologist, LUSD ® King County Department of Development and Environmental Sen-ices Building Services DivisionIPermit Center 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 La Fortuna LLC C/O Karl Best P.O. Box 1790 Snohomish, WA 98291 02/20/03 Dear Karl Best, FILE COpy This letter is to provide you with notice that application B03DCOOliocated on parcel 073900-0020 has been accepted as a complete application. This initial screening is intended to determine completeness only for the purpose of applying the time periods for permit decisions. Supplemental information may be requested as necessary for the continued review of your application. This application is considered complete on 02/20/03. Your application should be processed and a decision made within 28 days. The complexity and reviews required will affect the actual review time. This time period will be impacted by: • Any request made by the County for additional information, • Changes requested by the applicant, • Appeals or mutually agreed upon requests to stop the time clock. If you have any questions about your application or the decision time periods, please contact Rose Andres at (206) 296-6702. Respectfully Yours, . I) t eXLt-(/r/{/ct'1£ {/ Rose Andres -Lead Building Permit Technician cc: permit file FILE COpy Notice of Application Worksheet TJ.n,'~ r( (lfll Application Number UU '/; Iv,) 'v '1 1/,1. In ') Date Application Filed_---","'X"1' <--1-,../)+'''''_/)'''' ____ _ Project will be Determined Complete on_-"12"+/-,,1..,"_,,,(,-\ f-/,,-[~),",3 ____ (I'fthiS has already happened, flag as URGENT) r , I, I "i Date Application Notice must be posted by: ? I [' /O,'J, ( I 5 days from date Determ ined Com plete -d-:-a-y-d"-e+ie-'r"'m-fln-e~d:"-c"-o-m-p-:-Ie-te-co-u-n-ts-a-s-d'. y I) The 21 day Comment Period ends on:,_~;2,+/",it,,--,J,-+!-,-[-,-\!'-1L' __ (Date posted counts as day 1) I I , Name of Applicant (must match the CTAS),_",",",O'i1-LP-![<-) ,-V-,i--"I/,-,-ILV-,--l("-,'l,--""L-,L,,,--,-(,,-->_~ ________ _ • Name of Contact Person /(,6{V I [>Jest-Phone No, (ttQ5)'H1~ D'la1 '_~~~-L~~~_________ , Address of Applicant~-,-P-",-O-,--,8"---,;i;,,,-K---,-I-,1,---ti-,-f--,-,C,-i _________________ _ List of permits requested at this time or in this application If ( (,11/11 (TIl III/ vrl-Ii/ me 12 r1l/ d i ~(;:) Other Permits that are known and needed but are not included in this application _____________ _ , - Current Zoning of site R -f{ (60) ,f R -Ie:;" (5 () ) i ? Total Area of the site {J. H 1 Acvl'S (If there are multiple parcels, be sure to total all the parcels) List of all parcel numbers 0;:; ,Yl 00 -() 08, C Project Description (0 n£,h'(,{ { h 01-1 r;I R Q4 d I o rclll-1 tl3.e , I H t ,lth es fa '( fvrrvr y e ifl To vlll''1//f {i/:11/ S '- Are there any special comments or concernS that should be included in the notice or in preparing it? ' Are relevant environmental documents available at DDES? _____ ~_YES ./ ___ --'v'--__ NO If NO, where are they located? Name of the nearest City_.c:R"--'<vv-<-'.,l1.!..W-"-"i-'c.:L'=-_______________________ _ Number of Posting Boards required _______ _ Location of Posting Boards (street name) or special instructions __________________ _ This sheet should be turned in with the following information: • Three sets of address labels (one set will be forwarded to SEPA with. copy of the Notice of Application) Please remember there must be at least 20 different property owners; if not, you need to order more • One copy of the site plan on 8 W' x 14" paper; please double check to see that the north arrow is correct, that any streets are correctly labeled and that all adjacent property shows the cOI'rect zoning, King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Application Acknowledgement An application has been received for the following work: Application Number:B03DC001 Application Date: 02/13/2003 Applicant:LA FORTUNA LLC Location:Lot 4 Blk 1 Benson Heights Add Site Address: Parcel: 073900-0020 Permit Type:COMLSITE, COMLSITE Title:La Fortunate Comm. Site Dev. Description:Construction of Road, Drainage, & Other Utilities for Future 41 Unit Townhome Project Valuation: $725,930.00 Questions about this application and it's status should be directed to the permit service center at: 206-296-6600. Date Printed:02-13-2003 bp_appt 8·20·99 soc DOES King County Department of Development and Environmental Services 900 Oakesdale Ave SW Renton, Washington 98055Ul9 February 13, 2003 Summary of Charges at Application Applicant: Description LA FORTIJNA LLC c/o KARL BEST P. O. BOX 1790 SNOHOMISH, WA 98291 425-397-0739 Bldg FireFlow Review Counter BSD Level 4 Deposit Based on Est Hrs Sens Area Rev Res Complx Site Engr Rev Com Bldg Totals By Category: Total Fees: Activity Num ber: Project Number: Development Number: Perm it Type: Status: Due At Application $69.00 $828.00 $8,362.80 $713.00 $828.00 $10,800.80 Page 1 of 1 B03DCOOI COMLSITE PENDING Due At Settlement $0.00 $10,800.80 The fees shown above represent current charges as of this date and are an estimate based on the information provided to DOES at the time of application. For services that are rendered on an hourly basis, the cost of those services will be based on the actual hours worked. Hourly fees are charged at the rate in effect at the time of service, and will be billed monthly, along with any other outstanding fees. Fees that have been posted prior to permit issuance will be collected at that time. Fees subsequently posted will be billed to the applicant All fees must be paid in full before DOES issues Final Approval, T.C.O. or C.O. Commercial Submittal Requirement Check List PERMIT #:B 0 3 J) COO 1 Submittal Date: '''/!1,/I,:, (i!,o'! I, " ! C' ~ p I i Preapplication #: fie / PM f ;:; 1/ Jj' (' Preapp Date: _-'-,' /-' "'-t'-f-lL.'/ ... ".:::/'--__ I I PIa Sets: C plete Sets of Plans (architectural, structural, civil, landscaping) ,/Sjte Development Plans (site, civil, landscaping) ,/Sjte' Plan for Addressing (legal or letter to engineering scale) <-"Site Plans for SEPA (12 required) Site Plans for Health Department if on Septic Complete Set of Plans for Health Department if Food Service/School Other Plans ________________ _ Other Plans _________________ _ Ce nates. Recei ts and Forms: ter Availability Certificate/recorded Well Covenant Sewer Availability Certificate S~ic Design Approval ~istrict Receipt "Affidavit for Application C~ficate of Applicant Status vtransportation Concurrency l/H(i','-cw-rlfCUr:> FiLbJl' O.~IF C§ Ci Doc" ents: er Sheet/Project Description ./l~ Description of the Property 4s06f of Legal Lot (only if first structure on site) vSEPA Checklists (12 required) Easements For: ________________ _ Short Plat (recorded copy) Plats (recorded copy) vtot Line Adjustments (recorded copy) Variances for: ________________ _ Calculations and Reports: Structural Calculations Wind Exposure Letter Energy Calculations Lighjjng Budget Calculations ~C Load Calculations v1'echnical Information Report Ge6technical Report ~2nd Report/Delineation 1:~~ Report/Analysis /GRfcling/Earthwork Calculations Y5jMBond Quantity Worksheet v1andscaping Bond Quantity Worksheet V~r: P(,)ltf~wH [1' .0,,:;1,1 H'l ({,h't(ttr7i/l-1 ~:r: A ~ X-? (')~' t' '). I'll t~I), , Other: iJC2!t" PI ("r.[, i'vett,,,!:1/' I?~J J!~" 'A1,'i'- Other: ' -, Submittal Form Information Input By: 12111\1 i) QTY: 8 QTY:---,--1_' __ _ QTY:--LI __ _ QTY: ":-L QTY: ___ _ QTY: ____ _ QTY: ___ _ QTY: ___ _ QTY:--L __ _ QTY:--L __ _ QTY: ____ _ QTY:-----'-__ _ QTY:-----'-__ _ QTY: ____ _ QTY:---L __ _ QTY: aVI viM!> QTY: J I QTY:----,-I __ _ QTY:-1IQ3..:"'---__ _ QTY: ___ _ QTY: ___ _ QTY: ___ _ QTY:-!..-__ _ QTY: ___ _ QTY: ___ _ QTY: ___ _ QTY: ___ _ QTY: ___ _ QTY: ____ _ QTY:~j ___ _ QTY: ___ ~ QTY: i i< I lIZ's to :3 '11,t1!J""h-t QTY: ___ _ QTY: ,,1 r If!, '5 ,. I2lflH; , r QTY: ,,,111<.''> QTY:~3_! __ _ QTY:---4'.3~ __ QTY:--l-I __ _ QTY:---'.! ___ _ QTY:----LI __ _ QTY: ____ _ (,-.-.-' ~ -' ~ o o o Q ~ o ~ ,co UJ !-'-v ! ! , - -I I ~, I ~! :~ > I, '1 i -, , i i 1 l , j ! ! i • I I H I t -0 ., ~ ., , 0' J ;1 ~ " 1 ~ { , " H i , l " ~ E. " " ~ , , ~ IIII I I I fii ~ <~~ , Ii" ::0 ~ ~ <: ihi ft ~> L ! ill . E~~! , ,! f , , I i § '" i},;: t I Wi II " 'I" : ! " w w • " • 0 5 w • I ,.·1" ""i-7C! :<;C~) i'.'i.:.;£ ~.!I' ·h·'O,r''):,.'::'8S· NOlLI/WLS-,v"O.') J,S:J8-)j h ~ -5,. A'r,-']-'-' , O~~,d v'O;'i.(;~,3 .... _'''' :,;,:.:: :~~jON O,V'o' /;'.'/<1 ,)Sj, x XjJ~~X / x X / o ~ ®®® , , , ., '~D'-;" -.:.:..:. ..... :~~"i!-- °0 o ~f=~ -"-",, ", -==-~ ,--, eN "'"'~'''' ----~t!1 XGE ()'" ---- --NOd,) JCI.L~l\!O;) lS38-)i ~ ",. /,! Nfl / i:~ I Ilf! li~~ ~~i/I'~t i Illl) Iii' m Hf'r-)-~ii i~i '!! ,'" '" ~!g r----:-.~ NO~:J~',_'iC; rY "~!I:1D~ ,,~,.'>' o~"'" J)iJi,,;]i!_~-;-JE c~·-g, ~-'!':.i Y(' ~'':Ji c I' -' c ~ ."". J O~/ i XN] '0'0' X:Y..i..):]CfJ.S'NG5 1.538-)J N,~J~),V,'.-!S/.4\ 'dl!'~';} ,),\'1>1 .1'el..' ,L"'5~dJ~',.J" 1:; ::5.'9':". ;,nc :',;:Cod";' alii" r;"o~ '. ,': ~ c .'.;.' ':~ .. ~;; , ~~ ~~~ ~ ~, <~" U~~ §~~ ~', !~! ~; T~o U ~m ,.~~ ~~ " !~i 65 ~~ p ~ ~ ~'i~~ ·5~~ ~~ !!I! JI~~ ~~ ~o ~~~~ ., ,j: " ~;~~ ~~ ;, ',. " !:i ~~~I ~ ~ h ~I:~ ~iB ~h 11 " lill " .' ~~;;~ " g " ii ;j!! ~!ii I' ~~ f' ~iii ~~~ " i~ " ~I" " '!; ~ ,~~ ~~f! :<"g ~~ ~i ~~t~ .d. ;~ -0. d 'r ;~ 8 H ~. ~o tl~ h l .~~ ~~~ i~ " H Si ," ~~ ~~ ii\ ~~ ~, ~~~ ~? H ~~ ;n " ,. (i ~~ " ~~ P!; ~~ ." .' ~~ ~ ~~ ;!l m ~~ ~~ ~~ ~~~ .~; s~ :;;~~ "" ~' ,- ,,~ ~~ ~, ~~ , " ~ H ~ ~~ , H , , , ii i ! '. j ,. l K!l , , ; , • ~ ""t , ~~~ , , ; ;1; , 1 ~ .. , ~~~ ti'_ , l ~~~ 1 , , , i§; , ~' ~~:l --'. "l" . " ; " ~ , ~ li ~ ~; , h ~ ~.r. , " ,-"r eo " l ~~ " ~~ ~ , i~ , iif i " , c, H ; ~'o , I~ , , .' ~ ,~ ~ " ; " " , s~ . !.! ,",e ",-' ~1f~i ~ii f.~~~[ ii~!~ ~H~5 , in~~ ; i ~~"~~ 1 i~"~~ iii' • 1 t~g~~€ ~ ~gH~~ , ",D'::"I .. H:;~II ',<c'I.:-'O:, ~,"",' (7"Od A,~SJ,i,Oi:J"J,· '5 ::,9,; Nr-'d '''~~'!';.~C f,'cfC~S ~ ~ ~ ~ ~ , , ;d H~ ~~ ~i H 'co;; • ~i': : ~t ,,-n; -.;: :~ , ~. ~~ ; H !:o: ~~' " n~ .\~ H! , " ! B h i :~ g t~ ~" i~ -, 1~ I ~ ',~' ,. ~ ~" ~~~ d ~~ ~ ~ iH , i: ., a . ~ "- ~~ ~H ~ ~; ~~ ; ~ i." ii ~; A~ ;: ~~, ,~~.o ~ .i .,- Iii! ; ~g! i~~ . , ~~ i~ ~~ ~~~ ~ ~; " II !;! i~! ~;h H ~ ~ ~~ t, ~~~ ' , ". ~ ; ; , ~U B!~~ ~~ ;;1 -·,iSjl Iiflj~ .3!f~~HU~~' '- ... ~. , i' ~~ ¥ ~ ~ f ,,', ~ , ;~~ ~f ~ ; ~ ~ , Ii:! c • € , ~~ , -n ;i ~ i~~' ~~~; ~'" q ~~~~ " H~~ , ; e" ~. § ~~~ ~ ! ~~i~ £ , I , ~~~~ ! i jIll , ~ l ~ ~ , , ! I H~~ ;;~ ~~sj ~~ l--__ _ I c----t- --, --' ~~~~l-.~',;:,'~ __ ~i;·~I·---.::::~,::,- I I~--j I I , I ~i I ! I ' -~~ I I i I I . I ---,----! I I ! --.. ---.... ---, "' ,ri'''l;'M, ~ ," "J c ,~ ~. i :;-, ~ ~. ~: , ~;,~ !" ~; ! ?! .,. ~~, ~~~ ~ . ~i , F.: -' ~: : -U~· , ;~ g J~ H ~~ "~ " -<; ~ :-, 91 s -;:, ~ W; ::11 H ~I ~ ~ fij eJ :l I ~I j ~ E':: ;:J 0 [Il . ~~~ H~~ ,. ~-.? I II " I H " B ~~ H .. ~~ I I 1- '/, V. ~ I '-::::: • .::1 ' -~';;I i~ -::: : ~~--;-~ I , ,~cl, i', ,--.."::;-.:"1 ~--.:.--~' , -, ~'---- c.:::-..;::.; . _.' __ -=-I , ~i..J: ~::-~.~ ,--- ,-' _,I~ <, ~-- ,----------, , _, i i ,.-----;--' _-'. I L~~]:~'~;i~: -~-~;~-'.".- __ __ ._L_..:-.-:_---=-~-:::.....:.....;·L:"-:::-; , i';·_." ___ I : ~;:-=> ,-, I "e> I !~-~---<--~ ,~~~~: i' c;:....--'----'.J.i i l,:.-=-~ I t"i:::= '-'-- ~ "c., ---_.- :---------l , ---::: '" ~ '" :~ S' "~,t ~.~ ~ t, : i ::.; ,'0 '1M NmN38HNn08 DNI~ SOoNOO "Nn10~ Vl lI) z LL ~ 0 ~ ~ « , , L,----___ _ ;=-~ --~ i -'-,. _;_ :::.---' ~ ==>--, _._-' i; 1 __ ,--:'~'~?_" J.---~d ~" rn r I Ll ~.,-., 1-... . '.'/ .·cfIJ~1 .LT.,I l if :,:;~~ > ;:I~. I"['<~ '. ~·· .... I Ie . -. I' ,1,1 If'1~ .. '1 ," ~1)",111n 0,' _ '''-,..,-' _ ~ , I' >,.. ~," G--1 pd;11' :'n", '\",1' V~l: P'" c'n; :L (-~ I L 1 I:'(:~I::I'"'' Hili ' ::::;'""" CI ~'I ; 1 J "', ,",",,., : ; ~_.c_~_ -___ J I • __ _ --, ---, +-----~']~~.~~ ~- Ir~-! \~)n~ 'i. I : ~;:;;J.='.' '.~ '" b"-~ -.~ J[Q. ,I "1C:2 fSJ, ! I " + __ 11 ...... J UNIT A MAIN FLOOR UNIT 4 " UPP=R FLOOR UNIT B -MAIN FLOOR UNIT B -UPPER FLOOR .",,, t,,·,·,' •• , rl I, .j II L,.~ UNIT D UPPE R Fl.OOR. r~'~ r:""J ~ L UN!T D MAIN FLOOR --- ~ I I I ~ Ll UNIT D GARAc:.E ,·,',,)rT ,M·"., .'_.~ 5"'""'1 11:'«""",r,- "",°'0" ,-,,. """" , 'I' I':::' -:;. 'f ~?;~5:" V--l" I ----.,1.- ~. ,1_. I I 1 '11'~1 I -;-'!ltf~ , l,jJf~ I II~I~ ," , "i i Jl'B] IIJ UNIT E UNIT E LIPPER FLOOR MAIN FLOOR ------ ,,~,,' ,'t i,l h I' -ut:, -II 'l Ij r~l~ J L--_.~-:_ UNIT C UPPER FLeOR ,':;, -50 '.-;" I / --.!'-- " [I~ [ I :"1: I', I I i~l; "1,' , ..l~-, (li II II 1 i II II I II II . .<,. L-..Ji !! ' UNIT E GARAGE (:~YU~~1 :L:~ _ 'ri ~l , ,S'C'd n r I::", II"! l. c! I -\ 11 r: i: I 1 L>~ : .31 I 1I1':'lr l1.'ldl,:1.I":::' ~rIQ:] I~ II I, II tl ~ .~ I LJ ,.:/,27;" I~ ' , ~-~[ UNIT C J"iI, C MAIN FLOOR c::.-':P':'GE P-CT -,r, -"rlil~" '1,li~, ~II: -sell 'I b" ' , , I II I' .. . j' ! ,~_ I ~-l j .,~ ,J L--":l " ~1[ /~Il., 1, ~ClT,.,,L2'1~' ~,'I-C-,,",. I" , , -.;",/ 'D' ","':r-'ff' i lE" I' (1'. _ ,; -, , '" >:_ ,-;: ;!"-' ~,_J , " '-'7 " r, ' . ", "or ,.I, 'L~] 1~1-J~~IIT-L~'~, j. H I III, Ii I \ II '" ,1 " [f I, I L _____ LL_ ,lL-~_L . .J UNiT F .:;." S' -M""IN FLoeR -----,------- .'-" ur·JIT PL,~N A-F A2 OF 5 ;:: I---~r=-l I , I [-::11: ~ ~ ,::".-,,-; ~ G a , -" :~ ~ ~ w ~ ~ ~ ~ ~ z " " 0 z g l!l 5 ~ LL " z 0 Q ! <t ci « I \ Q " > ~ !\ w ~ 1;. WI [l: ; c\ '" ~ ~: 5 LO ~ !.L ~O ~ ~ ~ .. , BUFFoR IM1'~'1"EC" 'MPI<Oy,AAENTS lO.~r . 'OTTONWboD_ll <OrtON'NOOn\, i ,>,> BOULDER. :, 'lbEA_~ . ~lOo~·,. ~l~E~·~ AIIlfR·. A'oE~·7 '~_7,' AS'i·) 'l.oEO-b ' .... ·8 A!.OEH • -~ )-_1 ~lDER-l~" <P /' --.,...-~---ALoeO-l0 ~ J!;" ~LDE~-~ . >. I c ~ I \ "L.llEo.' ~ll)'R.l~; ;' Al~c~'~ .. : !LDE'-!~ ',A\.D!R_6 !.",t~t~ ~:\I'-7 .~. P).OEU ; ALDER·B "It;EIY6 ':~lDi'R·t ~L'.lER"" "\.D"~_~ _ AL~~~·; : ; ~SH·~ 8"""'ll "'SlH , AWER·! 3"ltf~.J ~: A'~~._' ' ~,;H.I-~lN·~·~ ~l~E""l" ,'. ",~.T , "LIl€l>:-~ ~; "~E~-i; I, ...,0: Ak.~-9 ~lDCIl-r C"",...p_l arfTaNWOOtl·" I ! OL<>G. ! , CASCADE VISTA NO.3 TYPE II UNDSCA>E Alh.E~_I~ I ' , MLU:HPnH ~'Dr"~._. ~;-7'~Ule~-I~ (.,;' .. , " ~Q.~/ -'" /:.c.OfR-ll 'V: '~ "" " • "'~DOOl .. ; WETLAND A CLASS 2 ~, ALOH·~ , ',CThlWtH~ C()~Ot#i~:41 . m'~'-' >'''lCE'O-~ ~ .~><·1 PLANTING Sr::.HEDULE ,..(...-; '\----'\ \:,,-,,;;'" ,i;;;N--;;iiC·!fo;., 'rn f.kooij ')' illV Ti, \~~ "':~.~ @ ." (, m .fi¥"" (ell " ", ~ ~l.OO~ SF rT.TliO' " ~LD~R-O ~l.()E"'!Z \ • c:: = <= "" ~ ~ ~. P" itOriii,: I "i'"o","-n M=~ Ex,lsn ...... TIlEr .. :'- Play Structure Challengers #350·0103 35'x44' = or"" I __ --~ IM~Lo-!~' . r'-cc,'-.[' / .,.",';:;;-;lr",- Bj.: Play World 5y~t£ms Ava.loble through NW Ployground equ.p '" (800)726-00)1 or oppro~ed ~~al ~ PicniC Table #llXX9100 1\ !' U\ I '~ Dy' Piny World Sy$tM1S A-/mlable threug~ NW Playground E,uip C~ (800)726-0031 ",,,,,,' ... deo~ Permanent-Angle Leg Bench ft llXX9010 B~' Play World Sy5telTlS Avoilable tnrou9~ NW Playground Equip CO (BOO)726-0031 "''''''''''''"'100' c:::J DellJ)(e BBQ Gr,jJ #ZZXXI45! BY' Play World 5y~tem5 AlI<lilabJe through NW Playground Eq'Jip. OJ (BOO)726--OO31 ".oppro,.;,~",1 ~OC~~RY FiCN1~lA8L"' i:I' - Q 10 20 " 1" = ?O' "''''''''''''''''''l co , \ ~ [~' ~'~-.... ,,--', _./-':---, , ~:' " ~'; :' .:.: -- IILL W,"'THE~pn>< ,~ '. TYPE:: LAtJt'"A', .. ""~_13 ~lf:'tR.1\ ~ 'J -' -' 0-;;;; 2 '.9 >-;;; .::? t ." • 1; '" '" , ~.:; ;/ ~) \S"~ 1-~c I '... Z lfl<: <:w -' Zlfleo.. ::>::> w f-0 eo.. "'I <: Oz Jl LL~ D <:0 Z -' f-<: -' e- '" w ~ ~ " " y a o ~ 5<".ole: l"'~2(o'O" Dot!':' !(- D~aw" "y -', ~,IJ' Sheet :# L-1 OF 2 m;YJI'mii~j Ii '.W ;1 1 ii} l'~ !,~ U h.! -i II =-l~ 1 h 'i tq~ ~{l~ In r! ~1 ;t ~-~ [t , I~! !l ~r jf !l' ,I ;\ 'il ' II ,; Id It If ", !~ ~l 1 i.E h _1 jf ff u 'Ii" 11 II I! ! I l,~ ! I' "~ " • m l'f H a } I fl-r '1 4 i , • l It ~l !' "' i ~ • ! t i , ! HI iI( .I" -tt H i~ <"I i-! ,( ~i j q~ ,; Iii' ~ i '\ H i! i I t f H 1 rl " ;;; , i I . ~~ .. ~ iPI ~ q" a tt t z n i ~ ,. 1 '" "j 'J 1\. I ~ I i'1! • ! \ ' I a! i=r H_ q", j1 Hi ~ 'I ~ 111 .ki:rp;t !V- ! of ~/_,~'" ~"'i'1. • I" 6i= '.';.';'"1".'1'" ", .. --.-; r :,,.' ~ 1 -"::::'-~ I J :.:~:i1' l l '1-.", , :'~l~ i -~"" .,. ,~ r ~ ,.~! ' l' , I i , ~-------, " " " o ~ i'; , , ! • ~ c ~ .o"~,, ""IN ___ "000'" ~ , ~ ~ ~i o i!l! ,: !! ~ ,i ! o , ~ ("\:,E ~ 'm ~ , o i i'! , . -d: i--~ ~~ >,~ '. ~ i '-e---~ -G ~ ~ ~ .. \; '"~-! ~~" .~~ ~ \ ~ ,~' ~~,~ .~ \ ~ / m-~"''' 'l! " ,. ii\ \ ,>/:"~". . ' F ' __ --t',. • ~ ~ '6- ~r' "'> ~Z '" ~ "~ ,0"< ~h 0\ • 0' " r ~ \.,~~, ':'-'". _@::: -<-,_~n /.-I~ ~ ~Ql "'~.' .• ·do t< ~ : ,..~;:~ , I -t,,,,,,t" I·~. ~ ;" ~,~-~-l ~ ~ "--~ ~ '~-~ , ".,---.. C_' __ '~-I' -\, ;!l " , \-,_ I N "". , ---------=------ ~ " ~ ~ • ~ ~ .---...."' '4 I' ~ .j" -;: ' < '~ ~ 'L=~~~~~,:~~ I ~-----'-~-:-, .' " . ~ " ! 1 'I. '" " ~--'-~ '-. -.-~--'-" 'i • ; , . , ! I I , > g , , ~ ~ , ~. ~ " -'. 0 ,... J '.' ' I' "i~ L i -~ )'?H 1,_ _ i 1-, r _ I : >L_ . 1_ .. , ~~:"li~_~,_ --~:f '-:?~ ::::,~;t::~~:,iy~~;~·j·~'~;"-::~~<~c;,','t~~~~:~:~:~;J, ~a'X'. ~ 1!tI'/-~ ~ t!~ ~ , 2 , r 'i? o " Or ' ~ ~ ~ LA FORTUNA ~I The Jay Group. llC TOWNHOUSES ~ N :", ",;,r" j,', -, " -n, LANDSCAPE PLAN ..... ~" 1', -,;, '.ox p-"k, ',l ',,1,,",' eoN , 0 ,:,:,)',,-;,1'_""1', ''-.''l'-Q FOR' KAR~ BEST --' .--.--. " '.',F),C',-'·";:'"'; o z :';Z_ '-',l""'\"l"I,-'C"(- "'_~.'"\',\, ·'1" "T. I ,u" '" t,'1 ,~' ,,':''''''....,,''"1· "'-"".'< ~r"l )11 'dnoJ!) Aef alll I " ~ 2 , , g , .; t ! 8 ! , ! ~ 8 'r,~ s3·;{1~ ~~"","~jO'd NVld NOll V9Il:J~I S3SnOHNMO.L VNnHOd 'oil Ii I , i - " :~--- , -, '8 215 :t~ *~ ~ E 1 ~ w'i 5' 0 w I v ~ z· 0 ~ ;:;1i ~ ~ 0 ~ "0 ~ ~ D ~ ~ jI • ., 1-~i , ~g. ~ -, , :-.,.g -" • i~ , ~~ ] ~ ~~ ~ g~ , +-,e.~ , , Z ~'li < .c: 51> 1 .2 ..!:::1 ~ g"::: i .2"'-~ ~ s~ • !~ ~~ •• ~i ~~ H ," J.l ~j ·i ~{: 9l i;<l ", ", '" "Ii ",0 ., j~j ~ ~ .. <'<l~ 8~@: '·1 :2 2 11 . ,. -~. 1 I H~ "JI"t 't' 1., .. "'ell, jo,' "' !:"" ~ "' c " .--. N ~ ~ , ~ • H a , (~ , : 0 < • i ~;I'i.; ~::: ~ :f: , o " f!i--] -Eo ~ 1" ~ ~ ~ t ft~ ~;~f :i~1 l ~ ,!~ un , J .,~ I ~ ~£i ]l ~ i~, f , i {:l , lif! 8 ! • I ;;~~ 1." Ii> j= 1 • .::"lS..,,,': I!j! f ~-fiJ • l " "D'gf1j " jlli • • ~~]j i , ~.". :!-~~~ ~i~i , ., ~~ !-~ , i ~!8§' ~ ]j~! ~·t 1 , , ~~ ~d i , , • :1 " .~ " -_;i ~ o. ~ ii ~ :., , ~';l l,ii ~ + 5' ~ f-' ~ ;,j i .!! ~ i 5 ~g'l <> ;0 ~ ];~ ~ ~ ~ • § "';:; '" ~ i H 03 ~ 1l n J 1 ,i n;!!; t ~1,~!~~ !!~Ej:~ Hd3"'~ ;,-:r " ! '"0 , " I t ~;~_a SEE 5~,fT L·I MATCH LINE J~l[}(P-l .' ~SH-! Alt:>f~·6 ~S~:1 CTNI'it>_7 C¥A~,:6 I ·/:'~ .. -~! , ~: P i : ",LDE~-7 l:',OER·6 l·S~·7 ~lOE~·6 .LDEl>_!l l ~lOE~·7 WEllAND"A" CLASS 2 .• 41,OO~Sf --~L~t.·1 --;O'L~t:l>-6. ~j.~·la " Al~~·1C c~w~·il ~l.tlE~-~ ~LCE~,lC ,.,,~-.' , COTTONWO<ln_,a , ~LDE~_6 OTN"/Il.9 'I: I mfR-" ) ':1 I '. ALllE~,~ 1"""'_ 1Z /' _,;~TNwt;_Js ! AL~ll / I I' .un<~.6 :': :./.1 I J. FUHo , ,cm'~_7 .' . , / OTNWD.6 -'*;.DcEf~!i ,I_PI,~~' " . Fr._Ii ALl>EP 11 _ ~~-"" ~loeR.IO ( . v I ~L-D,R-6 , ASfl.9 • ~OI>E .... !! l'll>l'~-7 ",-oEO-. Alt>E~·IO '~ "':' :Ii c'rNw~-u.' Jf FIR\~ ,_'_ :_FIlHWil' . '.~'_P;,.:' , CEOAR-S . ;' '. • .. "".EO, •.. / . , '"cmW\l-? AL,I'B>-6 ALD~R·7 2AL:JEO-IQ. \ ~lt.:o_~ .A1-~~~-~ cEDAR',h' -• ,-, ' ,ALOoo,'i / .unE~,\O ,. '."OO.-. ; CTNW~.IZ . cn~-<~ ~,~06 FI~.i4 I ,--',/ fEl>AR·2(] / ~LO'~·1 ,1__ /. , 'CfI'>~ll-d'/ ,I I 'b \ALC€H~ ~tJU:l5 qn-.wl>_' \' ""~ ! .~/ ;' ! I ! l~W>lA~[' • _ . _! ~~F~HE't~;:_\ HlGH WA. TFR J.~ EAR;.' I .. '. '.~. '. r');,.:'",,~," OC D'"''' I I ~Eo ~ilIeErr-l I ; R ~' FOR ~ij!Ar'"DE DF z~NE 'JI1 ! '" 1 ,1-.\<, BUrt.6ING 4 ~ --~' AOb MULtl-1'p~TH /:' :1 __ ,_, ", I==' _' ~-,_,. 5.<5"'_, _I _. ,~. -,' 7"'.'-.----,'''''~·'1 F<.'R~F..Dr~ zotJt#~. "-,!: I' .. '. 'u~ Of' . ' ~~_~ot<WooD:~I .. ' I ' . '! ill. Ii ) l':1 --~r-----: ·,.4~ \'-'-.,.~-,,:... -_. __ ~hiE_,la _, ./ M~FU,jz " i" dl~ i! iii' . ~: ALDf~! .AlUFFERMIRG., o\;TI~AREA 'I ! /.IOcR"" ,I t B LDIN~~ l' /1, r, . '-, : I~' ,,""~O]' ,E€N.l-110'''r::»>lANHOO I~I _ I..,. : . ,._. __ ,~~'.:-,_FW-l! ~ il-..:~;'lLi· 1L!t.r.rs .. Ii:' ;:1 ',.,..:"c,-.. ''', -'J-;~~ :t::'lUE~-O / ~l', ,,"" r~·;\ ~ lit! ~-': '/ :'.1 .. ·l.·.: ....' '.f ': .coo,,, I __ ,,~_~,,-:: hs."~ ---.:~ -):/ il '":-:-:+-, I •• " I ,I il'""1 \ ;i~ ~ .. ",,-~. ~-~. --' -~/l' "i, .. 'I··~~.'.a.· BU;*~' .•. " .. , '"{ ". I ' , Ii I' I I "T':" , 1 :1 I' I J • --~-.'~~.-~~ ~-,~ 111 , .• ' , n I' I \' "..... . ., ~II "I 't" RECR TATION " II' l_ l I I " ".,';LANs>"C . ~t. "'~ , , .. DOo"._" 9' ?1~~f ROCrloR,. 'E~~R'7 F1R·\5 I Al~e" 1~ ALDER·tO I'. ' A1.6.:~ '" AlD6>_lO ~ -"'lD~Q-I~ : ~_1\-.6 _'E'~""-~""~2~ , ¢p .. _' '---,J nR_!9 _I Nl\e'07'5~-w \ ;'._"_oi, II... ~"1' ,:,~-),1 j r=--' .. I fl':~> ~, II·"-j.~=;', :;.1 ' , . OPE SPAC.' . • LDINiJ, lr~. I j, t" 'o~c~'-w..El' ,,' 6.ltjSF {.. , 'I I '[~ I -I • ~ lUoe,F ;/ :: I . 'f. !fTll_14 , "\ I, , ~, 'I I , ' " ' " .. , lit· I A1.DE~_lO ALof:~-IO A1.DE~ ~ 'A1.0ER-Y I ! \ • i J A,De~-~ I ',.-II ALOER,l2 \ ~lbER' I _ I o~,,.""'~u,' ::;'''''''1 :~' .. ="'" I , •. ~"",",,,,,,. i 1<\l,r:lfli~I!\I'.!ilW'l!tlil'\il"'"'-'" i '" .w , , ~I "~''''''''''''''",'' ~~j',.';.'c!"D"'-"' ~~~~~..;" I .'''''''''''''' I DOUBLE CHECK ASSEMBLY .. _\ -i-- i r ,-!~: '" ' :~ 1~'. ' III '\, ',-~-'I~-I l~_-'-~"r'l ' ,. ".' .. , .•... -, . 'I ~ , , . , _. , \ NO. '~-l~r,.' -J .~~~::"':',:::~~_: t. ' . _~ _ .. " , ,, __ ',. , ,_)" 'I ~~ I:' i /000, .!l , . ~··'"_ .. w. ".0'00=, .'0000',". "'~~~-i • ) C " I ' . "'!U I "II \ I ,,' \ I( FTII·'I ALDER·II ,'. '~,'.' ",;' I.. 1 ___ -___ (" "'~'C,"' F, : "r ';-1; ; , ~"'.:'~/ '\~~;:;:"'~-" ""0: "'_'~ J~ "_DOG"_." I -/-~L~NT1% ~Et AREA , ',il _, " /1 , I L"WI .. mIUMW"EkU~f~REA "'1. ," MAtJ<JIJ<' r·:! _ ", / :,;' ,JlHl .... :'~ . Un' ~'-i';' ~;;]~TS' ,~, . s:t~j:;,m","< i ~z1,71~Y-, f.~!~~~~ ~~~'~Ol,,,,,,n" ~~,'i.':'t.'"'~ " -< 1 !' ~~i'i,'i'::i -'!l~g,l':.~. i't:,'.'~;;"""-'" :,~~, '"'''''''>0-,,''' ,,,..-.,,.~.,,,,,,,,", ·F, I; I: i FIR-I' 'tl I'" i !_ ~ ~' I SU! INGIB I I! I~ i ~I_. I b 51 : I I iil 1 ::: :.<-±-.,,-c:-o;'.--.. ~~L, .• ,i_ .. ,J=",l."""J ;; : .' ..... _ .. ""_" .. --'-..... ,,· __ ,'c ... ',-." __ .... ' ___ ' N8!\"'~-5~W ,--l5 .. -o< (I>""'rl5Q0IJ1P) , F1R·IJ FW: I. "1~_t1 N"TTVfQUFFER AaE" ~o'" WATE~ l'SE "R,A Fl'-l\ ~'-~------!' -'-...1-- ~ 10 20 '" 00 " , \ • PEB SERIES CONTROL VALVE TURF HEAD POP-UP 1"" = 20' u -' -' g- o ,.!5 __ ~ >-t " ~ '" -C f- :'; " !-;~ .~ ~ • r> , Z « lfl.-l «UJ c:L Zlfl Z t;; ::J::J 0 ~ I-0 1--1 ~ elI I-~ Oz«~ lL3: <.D 3 «o~~ -'I-Ci. H 5"<1le: l' -~O'O' Dot,,· Drawn By: ,_" '.'"'J Sh~et #- I-2 OF Z .... T,lis certificate provides information necessary to evaluate development proposals. SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF SEWER A V AILABILITY Type: Preliminary Plat or PUD Applicant's Name: Kamail S. lohal Proposed Use: 51 Multi-Family Units Location: Lot: 3 Block: 1 Development: BENSON HEIGHTS Parcel: 0739000015 Address: 12632 176TH AVE SE, RENTON Information: See attached proposed layout, includes parcels 073900 0020 & 0026 ( Attach map & Legal description if necessary ) SEWER PURVEYOR INFORMATION 1. a 0 Sewer service will be provided by service connection only to an existing sewer main Null feet from the site and the sewer system has the capacity to serve the proposed area. b ~ Other (describe): Service to the project will require the installation of approximately 920 If of sanitary sewer main. All plans must be approved by and meet the requirements of KCWTD and Soos Creek Water and Sewer District. 2. "~ The sewer system is in conformance with a County approved sewer comprehensive plan. b D The sewer system improvement will require a sewer comprehensive plan amendment. 3. a ~ The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city. b 0 Annexation or Boundary Review Board approval will be necessary to provide service. 4. Service is subject to the following: a ~ Connection Charge: Yes, including but not limited to Latecomer No. 23 & 115 b ~ Easement (s): Onsite c ~ Other: See lb above and conditions below. Service is subject to the applicants agreement to comply and perform to make such installation and/or connections to the standards, regulations, requirements and conditions of this District and such other agency or agencies having jurisdiction. This District is not representing that it's facilities will be extended or otherwise modified to make such service available to the applicant. It is the re~poIl.sibi;ity of thG appE~a!1t to make a~y !"~qllired. extensjon of facilities to serve their property. I hereby certify that the above sewer purveyor information is true. This certification shall be valid for one year from date of signature. SOOS CREEK WATER & SEWER DISTRICT Lori Westendorf 2113/02 Agency Name Signatory Name Development Coordinator Title So,,~ C"",kWm<'r & S",w~r District "rpIAvailSiull-kPurcdAlidSewer" 2/6196 • EXHIBIT~SEWER ~AVAILABILITY CERTIFI . VX'1:--~1)--)AIt1/{p! ~ SO~CREEK WATER AND rrWER DISTRICT -----------_._---_ ................................... __ .. _------_. __ ...... " ......... . :~ .. I~ .---.' ® Environmental Senices ~ 3600 -136th place Soutbea~t Bellcvue, Washington 90006-1400 , ,Name of Project/Proposal: ILoca~of Project/Proposal: , , /21.,12 -i ~. () , SEC ;.2)(' TWN ,-2,:5 Name of Applicant: -l15..c ;- HU:3DCO-O-r- RE DISTRICT RECEIPT _ Fire District # __ PL' -,,1_' __ _ / A "j/jik, //cj~~C'{<.· rL-//C/ (/~ ~ (Address, parcel number, tax account number, legal description)' 'ONE OF THESE REQUIRED FOR PROCESSING OF APPlICATION RNG.~,-",---___ KROLL PAGE, _______ _ Address of Applicant: -r (). -7;d x: )' Z1() ( <Ilk' dlD221f Ii, !{JA--t}, 79' (! Telephone Number: __ 1..LL2'""f:"-:_----'-7""'-tj-'-~)'__-_LI...L'7~/"=:;;,::..-' __ ' _" _______ ' ______ _ DESCRIPTION: TYPE OF PROJECTIPROPOSAl Check Appropriate Box(es) Y Apartment I Multifamily 0 Short Subdivision' Short Plat o Commercial I Industrial 0 Rezone o Retail o Residential: Single Family Residence o Duplex o Subdivision D Conditional Use o Unconditional Use D Planned Unit Development o School , Classroom o Others: Describe __________________________ _ ~ortz couplings required on Fire Hydrants Issuance of this receipt does not imply an approval, disapproval nor review of referenced project/propo~1. This receipt shall be valid for 30 days from da~, e of signature. I / ' r!liE ;/)5/Xl/ff -10 -.'7!1k'/J/fA fflY)?(l;< Agency Name 7)O}J;"1 b£E J14t1-5//1L 07JJ /c5 Title Distribution: White: Applicant (See note below) Yellow: King County Building Services Division Pink: Fire District Note Applicant: at the time of application to DOES the white copy must be presented with project/proposal submittal Date Fire District: mail copy to: King County Building Services Division 3600-136th Place Southeast Suite A Bellevue, WaShington 98006-1400 Attn: Fire Engineering RR·RCFT.CHP R£V ..... 2 B03DCOOl _ --,.., LEGAL DESCRIPTION Parcel 'A' of King County Boundary Line Adjustment Number LOIL0082, as recorded under recording number 20021107900008 in King County, Washington. B03DCOOl LEGAL DESCRIPTION . i i Parcel 'A' of King County Boundary Line Adjustment Number LOIL0082, as recorded under recording number 20021107900008 in King County, Washington. :B03DCOOI LEGAL DESCRIPTION Parcel 'A' of King County Boundary Line Adjustment Number LOIL0082, as recorded under recording number 20021107900008 in King County, Washington. ClibPOF· www.l'$liQCM' KING COUNTY, WASHINGTON ® BOUNDARY LINE ~ ADJUSTMENT .' NO. L01 L0082 3DCOO APPROVAL OEPARl),jENT or DEVELOPYENT AND [NVlRONYENTAL SERVICES APPROVED THIS l~~_ DAY OF ~~!I!!!-_,2D3 ~-~_=,",_e~~_ ~~~~iilNC UNIT, LAND US[ S(1l",CES OMSlotl APPROVAL NOTES: THIS REOUEST QUALIFIES FQR E)(E~PTION UNDER Kee 1911..28 IT DOES NOT GUARANTEE THAT THE LOIS WILL !:IE SUIlABLE FOR DEVfLOPMENT NOW OR IN lHI:. FUTURE. THE LEGAL TRANSFER or THE PROPERry t.lUST BE DONE BY 5(PARoI.T[ INSTRUMENT UNLESS ALL LOTS HEREIN ARE UNDER SAME THE OWNERSHIP. RECOROING NO. SCALE: NONE KING COUNTY DEPARTMon CF ASSESSI.IENT$ DECLARA TION E)(AYINED &: APPROVED THIS ..oJ.. DAY OF lJo.~ 2003-SW SE 28 23 '-f~~~·~~j~-~~~<---~-===~j1fr~~~~~~~~{~M~t~ht~.~~~ ______________________________________ ~ ________ ~--=-=-~'/~' __ o'_-=-=-=-~'/~'_.~'_.~-=-=-._,_.=--=-=-="= .. R.~r..w.M'l PORTION or KNOW ALL MEN BY rnESE PRESENTS THAT WE THE UtlOER-KING COUNTY ASSESSOR OEPUTY KING COJ~HY ASSESSOR SIGNED O'M-lER(S) OF THE LAND HEREIN DESCRIBED 00 HERESY I.AAKl A IlOUNOARY LINE AO..I.JSTMENT TI-IEREOF PURSUANT TO Ilew 58.17.040 AND DECLARE TI--lIS AD.uSTI.!(NT TO BE THE GRAPHIC REPRFSFNTATION Of THE: SAME. ANO THAT SAID AO.}JSTMENT IS MADE WITH THE FRf"E CONSENT ANO IN AC- COROANC WITH nil DCSlRes or TilE Q'M\ICR(S) IN WITNESS Wt-i'[RE .WE-JIAVE SET OUR HANDS AND SEALS. . /rHYt-r"'-.,,,,,,,,n<: ~,,4 U,,"'''''T "" .... ,,~. ~':"~,~~ BRO"~' A _____ , A NORTH AMERICAN IiIORTGAGE COMPANY STAW 01' -~~-l 5S ..oArED ··'@;,~:.';:;~ii~~1~~~ ;"t . ,·;,'K.'+O~t:_"~~"'., ·..,V _0Itl1~ EXPlfES ~ :'". -',', .. ,- STA TE ~ \.OA-------) CO'JtHy a' ~ __ ~ SS I CERnrY 111M I KNOW 00 11.0.'01: S~l1~~CTORT (\'IOENCE THAT b"Llnl'.w· ...... ,...; oI--A:::a.r1'"'<'tIL S·~\ (lJS SlC>lEO lttIS D£CLARAnON AND AO;><NOWl£[}GEO Ir 10 BE (I<IS/HER) f"RE£ .o.t'ID ~UNTAIIY ACT rOlf WE USf'i NIl> PUfIPOSES MENl1OtI[D IN ruE INSTJOU~~.!:Lt...~, ... "" /-:r:.~:.~~/~"', f S:;~~ON~ .. ~".\ f io lillTAA~ t:\ ~ \,\.~~)j II~~'~-~"~.f "\l',~~/ O ..... lI~I"1]O::t __ ~g:~~ PU~C ~a /Jyy:.lA., :~~~~ ~~~c ~~ $ -5httjd.5. :~~~~~ rl!\.lOttICE IliM SI('.H\1) ,,",s O(o.AIIHOH A/tO'ACKNOYlUo&D!T TO B£ (HIS/f«R) fREE /NO II(l)JHR~~ ACT ref< THE USES oW!! P!JRPOS(s ue:NTlON£O '" THE: INS~ s'h~"" .f'v~·· .... ···.":'-¢\ O"'JE()fi}/~ fs..-I:.s\ON~.~ I, ~~~ , '0,.0"'''., \ _m'_ ~ \, \: ... ~~ .. j } ':r:;;;;i~ I~"'~':Z UY"""_WIOtH2:4). ",,<:,::,~,---'. RECORDER'S CERTIFICATE ):.rv fiLm FOR !'![CORIl THIS ... '1. ... OilY OF Il-,"",.-!..,?Oc>.a. "Tr.td IN BOOK (?'];: .... ~. AT PAGE".>..;.s .. AT THE REOUEST OF IJICTOR J. BANKS ··s(jji;;fYOiFs··NA~iF.··· ~.A.M·A~Gi:"i~:i1.'· .. · ~lfREi.'OfE"" ~ ~ , " ~!, rL. .( t: "'j (I .-. ~ ~ N88'1"21~W 2666.02' N881\'21"W 2576.16' " ~ • II @SITE KING COUNTY SUR""';Y GONTROl SECTION SUBDIVISION SECnQN 28, TWP 2.s N, RNG 5 £. W.I.I NOT TO SCAlE SlAl[ Of" __ ~ __ ) )~ II' ________ ) N88114'27"W 2652.38' I C£Wllty m~1 I MNOW OR IIAY[ s.o.llSI"ACTtIIY (I'IOENCE: mA, SlGN(D 11115 DWJ.RATlQN ~o,o ACI("Il\IItFllGO IT .0.5 HI'. ___ _ ~ w·C':':":':''':CC'=O:''='''':_=-.~_=-~'~='_=';;:1"IG[l) SOlD ItlS1J!U~ENT TO BE mE FREE !\tiD IIOWHTMV ACT 10>10 DEED 01' s.<.ID lXN' ..... V fOR 11-1( Us[S .vm PURPOSES m£Rtltl ~£NTlOHED. !\NO []!.I IIA1H STATED THAI I-€/SH!: MJ1HORtlUl 10 EXECUIE SAAJ INSIRUW(NT ~~:TU'~"';-;O~;-------- ~~~~~COf",---------- ~'~~~;;~~~~~~~~~= m I.IY APPOWTiI£lH [Xf'flES LAND SURVEYOR'S CERTIFICATE THIS BOUNDARY UNE ADJUSNENT COORECTL Y REPRE- SEN 15 A SURVEY MADE BY ~£ 00 UNOEIi MY DlliECllON IN CONrOrU.lANCE WIT!! STAT[ AND COUNlY SlAlUrES. IN !~1.·M,ftl. .. " 20P~ ~ (rNrz ....... (//~~ ..... CEfHlFICAT[ NO ....•. J1.1.1;; ..•. ~ ~ 1: .. ~ z SU~,JfCI, m, 1:::d.O .. ·~T'!A "'NO B SUBJECT TO LOT UNE -A1lIJ\JS'I'l.IENJ PER AFN: 7910190614. I ,", 2-Ql-O··CDi A, BAND C SUIl.£CT TO LAT[COIoIf'R CHARGES PER AFN: 8Bl00704n. J-OLD LOT B SUAJ'".CT 10 IlRIVfWAY RECONSTRUCTION PER AFN: 8411060316. 1--OUJ LOT C SUIlJfCl TO DRIVEWAY LEGAL DESCRIPTIONS: OLD LOT A: (TAX PARCEL 10739000026) THE NGITH J75 FEET OF LOl 5, BLOCK 1. BENSON HEIGHTS, ACCOROING TO PLIIT THEREOf RECORDED IN VOLUME 4B ~ PLATS, PACl:(S} 98, IN KING CCUNT'I', WASHINCTON; TOGETHER WITH THE EAST 15 FEET OF THAT PORTION or LOT 5, BLOCK I, SAID ADomON, LYING SOUTH Of THE NORTH J75 FEET THEREOF: E)(C[PT TH05E PORTIONS THEREOF DffDED TO KING COUNTY FOR ROAD PURPOSES IN DEED RECORDED UNDER RECQROIN(; NU~BERS 8508230420 "NO 8602190711. _ RECONSTRUCTION PER AFN: 8510180349. lEGAl DESCRIPTION PROV1DED 6'f WASHINGTON TInE OOUPANY COUI.IITMENT NO. R249477-1. , . ~-0l0 LOT C SUBJECT TO TERI.IS OF "'fN: 9~05120632 6-0W LOT 0 SUBJECT TO TEMPORARY CONSlRUCllON EASEtdENT PER AFN: 85061 30905. 7-0LD LOT 0 SUBJECT TO DRIVEWAY RECOOSTRUCTIOO PER AfN: 8506IJ0906. REfERENCES- I-PLr..T or BENSON HEIGHTS RECORDED IN VOlUI,IE 46 OF PLA rs II T PAGE 98. 2-PlAT Of CASCAIl( IJISTA RECORDEO IN Vet.UME 62 OF PI A TS II T PAGES 22 & 2J. 3-R[CORQ Of SURVEY FILED UNDER RECORDING NO. 690J139002 4-KING COUNTY SUR'Io£Y coo mIX.. DATA SHEETS 5-KING COUNTy ASSI'SSQR'S MAP or THE SOUTHEAST OONHER Of SECTION 28, TO\\t.ISHIP 23 NORTH. RANGE 5 EAST. 6-I<INC COUNTY PliBUC WORKS ROAD PLANS Er-InTlED 'PETROVITSKY ROAD-PHASE II·, SURVEY NO. 29-2J-5-15, PfW.l;CT NO. 700162, OLD lOT B: (TAX PARCEL 10739000025) LOT 5. BLOCK 1, BENSON HEIGHTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOlUME 46 OF PLATS AT PAG( 96. IN KING COONTY, WASHINGTON; EXCEPT THE NORTH J75 fEET: AND EXCEPT THE EAST 15 rEET THEREOF: AND EXCEPT THAT PORTION ot SAID LOT 5 DESCRIBE:[) AS FOLLOWS' BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 5: THENCE Na:!TH 01'52'15" EAST ALONG mE ~ST LINE TT1EREOF HIB.DO rEET; THENCE Na:!1tI 89"22'15~ EAST 100.10 fEET TO TH( (AST LINE OF THE WEST 100 ITEr or SAID LOT 5: THENCE SOUTH 01""52'15" WEST 84.42 FEET TO A POINT WHICH BEARS NORTH 01'52'15" EAST 77.30 rEET FROM THE SOUTHERLY UNE OF SAID LOT 5 AS MEASURED ALONG SAID EAST LINE: THENCE SOUlH 2015'26" EAST 72,12 FEET TO THE SQUTIlCRLY UNE or SAID LOT 5; THENCE SQUlH 70'H'J4" WEST 136.33 FEET TO ll-IE POINT OF BEGINNING: EXCEPT Pa:!TION, IF ANY, LYING WITHIN P(lROVITSKY ROAD, LEGAL DESCRIPTION PRO\l1DED 8Y WASHINGTON TInE COMPANY C0t.4MITMENT NO. R249476-1. OLD LOT C: (TAX PARCEL 60739000020) LOT 4. 8LOCK 1, BENSON HEIGHTS, ACCORDING TO PLAT THEREOf RECORDED IN VOLUME 48 OF PLATS. PACE 98, IN KING COUNTY, WASHINGTON; E)(CEPT THE SOUTHERLY 12 FEET THEREOF, CONVEYEO TO KING CCUNTY FOR 'MOENING OF P[TROVlTSI(Y ROAD. BY DEED RECOROEO UNOER RECORDING NUMBER 5796409. LEGAL DESCRIPl1(lN PROVIDED BY WASHINGTON TInE COt.lPANY COMMITMENT NO. R249475-1. OLD LOT D: (TAX PARCEL 10739000015) LOT J, BLOCK I, BENSON HEIGHTS. ACCORDING TO PLAT THEREOf RECOR[)(l) IN VCt.U~E 48 OF PLATS, PAGE 98, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTHERLY 12 fEfT THEREOf, CONVEYED TO KING COUNTY FOR 'MOENING or P(lROVITSKY ROAD, BY DEED RECOIWEO UNDER RECOODING NUYBER 8506130904. lEGAL DESCRIPTION PROVIDED BY CHICAGO T1TI.E INSURANCE COt.lPANY COt.tMIThiENT OIlOER NO. 5634J1. IDRSJ D. R. STRONG U, .-:II Consulting engineers Inc. ~GlNURS • PLANNERS • 9JRVEYORS LA FORTUNA BOUNDARY LINE ADJUSTMENT 10600l ME lEI'" PUCE. $UTE 101 IOIOKI.AN;I-, WA teOl.) Ph. ('25) 827-lO!I3 r ... (d5) B2J-2~2J CHI(D. 8Y WB SII(ET 1 ao' or 2 . . ® King County Department of Development and EnvlronmanlaLServices 900 Oakesdale Avenue Southwest . . Renton, Washington 98055-1219 (206) 296-6600 TTY (206) 296-7217 FOR INDIVIDUALS: Certification of Applicant Status Alternative formats available upon request Permit NullO 3D COOl I, , (print name) hereby certify that I am an/the owner of the property which is the subject of this application for permit or approval. If I am not the sole owner of the property, I certify that I am authorized to apply for this permit or approval by any and all other owners of the property. My mailing address is: I further certify that I am the "applicant" for this permit or approval and am financially responsible for all fees and will receive any refunds paid. I shall remain the "applicant" for the duration of this permit or approval unless I transfer my "applicant" status in writing on a form provided by this department. By being the "applicant," that individual assumes financial responsibility for all fees and will receive refunds paid. Signature of Applicant OR FOR CORPORATIONS/BUSINESS ASSOCIATIONS: Date Signed I, liar! f3~5f-,(print name) hereby certify that I am an authorized agent of La $~a:... Li-C, , a corporation, or other business association authorized to do business in the State of Washington which is the subject of this application for permit or approval. If this business association is not the sole owner of the property, I certify that this business association is authorized to apply for the permit or approval by any and all other owners of the property. The mailing address of this business association is: e CJ-g~x /79(7 I further certify that the above-named business association is the "applicant" for this permit or approval and is finanCially responsible for all fees and will receive any refunds paid. This association shall remain the "applicant" for the duration of this permit or approval unless it transfers its "applicant" status in writing or on a form provided by this department. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and:re;t. /'17 ___ L~ ":'0" 2-/J,-03 , Signature of Applicant Date Signed Certification of Applicant Status Ic·cer-apstat.pdf 08/27102 Page 1 of 2 NOTICE TO APPLICANTS: By law, this department returns all engineering and other plans to the applicant. If, however, you wish to authorize the department to return engineering and other plans directly to the engineer, architect, or other consultant for the limited purpose of making corrections, please designate below: ~ I authorize this department to return plan directly to my consultant(s) for the limited purpose of making corrections as designated on this form. CONSULTANTS: Lu4 ( h<fPl?1f ;J~. I ZJ.j2 -sr,et'#o/: 4-//5" /I7:y C")//;C''-::/s 4<- Certification of Applicant Status Ic.cer-apstat.pdf 08/27/02 Page 2 of 2 This certificate provides information necessary to evaluate development proposals. Certificate: 3544 B03DCOOI SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF WATER AVAILABILITY Type: Preliminary Plat or PUD : Applicant's Name: Karnail S. Johal Proposed Use: 51 Multi-Family Units Location: Lot: 3 Block: 1 Development: BENSON HEIGHTS Parcel: 0739000015 . Address: 12632 176TH AVE SE, RENTON Information: See attached proposed layout includes parcels 0020 & 0026 WATER PURVEYOR INFORMATION 1. a 0 Water will be provided by service connection only to an existing Null inch water main, Null feet from the site. And I Other b I>1l Water service will require an improvemnt to the water system of: Service to the proposed project will required the installation of approximately 2000 If of water main. Looped water system is required. All plans must be approved by and meet the requirements of the Fire Marshal and Soos Creek Water and Sewer District. 2. a I>1l The water system is in conformance with a County approved water comprehensive plan. b 0 The water system improvement will require a water comprehensive plan amendment. 3. a I>1l The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city, or is within the County approved service area of a private water purveyor. b 0 Annexation or Boundary Review Board approval will be necessary to provide service. 4. a I>1l Water is/or will be available at the rate of flow and duration indicated below at no less than 20 psi measured at the nearest fire hydrant 0 feet from the building/property (or as marked on the attached map): Rate of Flow: 1,000 gpm Duration: 2 hours or More b 0 Water systems is not capable of providing fire flow. Cross Connection Control devices must be in conformance with state laws. Service is subject to the applicants agreement to comply and perform to make such installation and/or connections to the standards, regulations, requirements and conditions of this District and such other agency or agencies having jurisdiction. This District is not representing that it's facilities will be extended or otherwise modified to make such service available to the applicant. It is the responsibility of the applicant to make any required extension of facilities to serve their property. I hereby certify that the above water purveyor information is true. Thi, certification shall be valid for one year from date of signature. SOOS CREEK WATER & SEWER DISTRICT Agency Name Development Coordinator Title Soos Crecl:W!lter & Sewer Dislril:t "rptAwilSiDgIfIPan:elAddWllter" 216J96 1}\O ~I \ , t,lL-' ;=- (. AS5Y suus 15' Pl!IZM. &6""'T. &,O'l-030QS'7 ~ M..J. F"I..lbAie: \'AIJ.J\.IS.ILlTY ---"!IQ_- 10 I ..... , . 10' P'II«M ... "",'T. 870~OlOq5B <!8~2tS) M.J. ~UGAT&. . " .00 • " ~6.,0>4 " ® 1f£'f"\~O\i '= King County Ls \\-? ~ U '/1! ~ Department of Develo t ' __ C . and Ehvironmental Services MAY 2 9 2003 Building Services Division J 900 Oakesdale Avenue Southwe~ COD E S Renton, Washington 98055-1219 • • • ••• (206) 296-6600 TTY (206) 296· 7217 206 296 7225 Alternative formats available upon request Drop-Off Cover Sheet for Building Services Division p_2 DATE: ___________ TO THE ATTENTION OF: __ :k--'-,_"''::==C:-:HA,-=':N=-=-======:-___ _ (BSD STAFF/SECTION) Return this form and related submittal items to the King County Building Services Division Permit Center. If you have any questions, please call 206-296-6600. This slip MUST accompany all submittals of additional information to King County Building Services Division. SUBMITTALS WILL NOT BE ACCEPTED WITHOUT THIS COMPLETED FORM. KING COUNTY TRACKING NUMBER: _13~o"'-'?L.:O~c.~O..::~...:/ ___ _'_ __________ _ PROJECT NAME: LA ro&rVNA & ....... ~AL 5,7C (JEV€t.OIWQff ADDRESS OF PROJECT: 12' 3.2 5"E feTntJVITSKY ~OI'lO ANY QUESTIONS ABOUT THIS ADDITIONAL INFORMATION SHOULD BE DIRECTED TO: NAME: :fI::It£~t rEl$vf FIRM NAME: a.8 • .$7"RtJ/'" E"yG'~CJ($ PHONE NUMBER: _( .... 'f-'--'2""-"-S."L)..."g"'2""7'-.-.....:30=--' ... 3'---_ MAILING ADDRESS: 10(,0'1 AI'£ 3fPH ~tAa; #101 CITY, ST & ZIP: __________ _ K IItf(lMI'4 VA 1 tt>33 STATE THE SCOPE OF ANY CHANGES OR DEFINE THE ADDITIONAL INFORMATION PROVIDED WITH THIS DOCUMENT. aEvlJIONf TP Pl.A-#1' PeA. /..c1TE"J( 6£41'1 JiM ("/tAl' DAna DOCUMENTS SUMITTED (LIST ALL DOCUMENTS AND THEIR QUANTITIES): ITEM QTY DESCRIPTION 1 2 3 4 5 6 BSD Drop-Off Form b-cvs-dropoff.pdf 05'30-02 Page 1 of 1 fD1 [g©~DW~ lill tRl MAY 2 9 2003 King County DepaJ;tment o~ Dev~l~p.mcnt and EnvironmentR:e-virJ. D. E. S, llmldmg ServIces DIVISlOll • , 900 Oakesdale A venue SW Renton, WA 98055-1219 (206) 296-6600 RESIDENTIAL DENSITY CALCULATION· WORKSHEET Tilis worksheet will assist you in correctly applying specific portions of the zoning code related to allowable density and will be used to determine if a proposal meets the density provisions of the King County Zoning Code (Title 21A). NOTE: Use this worksheet ONLY if your proposal is for a residential development on an existing legal lot or for a residential development associated with a residential condominium binding site plan. A separate density worksheet is available for residential subdivision proposals. This worksheet is prepared to assist applicants, (lnd does not replace compliance with adopted local, state and federal laws_ A pre-application conference is required for all Type 1 development proposals if the property will have 5,000 square feet of development site or right-of-way improvements, the property is in a critical drainage basin, or the propelty has a wetland, steep slope, landslide hazard, erosion hazard, or coal mine on site. A pre-application conference is required for all Type 2, 3 or 4 development proposals_ Exempt from the requirement for a pre-application conference are I) single family residences and their accessory buildings; and 2) other structures wllere all work is in an existing building and no parking is required or added_ You may call 296-6600 to find out if a pre-application conference is needed for your proposal and how a pre-application conference can be arranged. DATE: /_/S""_()2- NAME OF DEVELOPMENT: _=L=:;a"----'-h~o:..:'---'-7'__/ -=--u:...:.l"1..:.-o\--=---____ FILE NO. ___ _ COMPREHENSIVE PLAN LAND USE DESIGNATION: _________ _ ZONING DESIGNATION(S): R-6· So j(-/"2 'SO COMMUNITY OR SUBAREA PLAN: _______________ _ Ifmore than one zone designation exists on the property, the architectural site plan must show the boundary between Ihe zones and the area within each. In such cases, the transferring of density across zones on the lot may be permitted subject to the provisions of K_CC. 2IA.12.200. Please complete only the applicable portions of the form. l. Site Area (K.C.C. 21 A.06.1172): Site area (in square feet) is the gross liorizontal area of the project site, less submerged lands as defined by K.CC 21 A.06_126S, less areas which are required to be dedicated on the perimeter of a project site for public rights-of-way. + _____ square feet in submerged land (any land below the ordinary high water mark -see K.C.C 21 A_06.1265 and 21 A.06.82S.) _____ square feet in perimeter rights-of-way which will be required to be dedicated (area 30 feet from center line ofroad) Total Calculation: 19 bs z. 4 gross horizontal area of the project site 14 4(3'11-( R -&')~ 5Z,IH (R-I2.)"" p,3J~ Ac... /. I '1. t Ac.. . \ Total submerged lands and rights-ot~way /961 52.4 Site area in square feet NOTE: To continue calculations, convert site area il1 squa!"e feet to acres by dividing by 43,560 4-, S 12. Site area in acres &541,7' DDes (;1 S liIf"h-r -Z~,I"/e ioOUttdane':!' II. Base Density (K.c.c. 21A.12.030 -.040 tables): Tile base density is determined by the zone designation(s) for the lot. i(-g ~ __ 8_ dulacre j7. -12 : April 22, 1997 Ptlge 1 of 4 /'2- III. Allowable Dwelling Units, Floor Area and Roundiug (K.C.C. 21 A.12.070): J1A-.n. "Z.UV B.r a.. OWIV"\('_~~ C'> C':;-"'(" 4 10 ..... r, t.-t. The base number of dwelling units is calculated by multiplying the site area by the base density in dwelling units per acre (from K.C.C. 21A.12.030 -.040 tables). 5,31'0 )( g R.( 2; L:!~I __ site area in acres (see Section 1.) X / Z base density (see Section II.) R'15 ~ Z-b.5""2 allowable dwelling units "> 40, as -? 4 f R'/-L /4-,3(" 0 The allowed floor area, which excludes Sh11ctured or underground parking areas and areas housing mechanical equipment, is calculated by multiplying the site area by the floor to lot area ratio (from K.C.C. 2IA.12.040). ~ ____ site area in square feet (see Section 1.) X ~~ ___ floor to lot area ratio (K.C.C. 21A.12.040) _____ allowed floor area in square feet When calculations result in a fraction, the fraction is rounded to the nearest whole number as follows: I. Fractions of .50 or above shall be rounded up; and }tt..; S I (X~'Vl.U<'\ ... G Iv../) 2. FractIOns below .50 shall be rounded down. . -'--zi.. l~.e....e-'--~. - , {t£··\ ... A.j IV. Required On-site Recreation Space (K.C.c. 21A.14.180): (!. . ~-jl'h ---e. "Q [9--{(L A .. ooi -?-I ''i-, ) '---/ 1'80 1,4 .. -1.-<" When more than four dwelling units are proposed in any residential development in the UR and R zones, stand-alone I (5YL'- townhouses in the NB zone on property designated Commercial Outside of Center in the urban area, or within any f.l ~ mixed use development, then the proposal is required to provide recreation space, When recreation space is required, ,0, ( recreation space must be computed by multiplYUlg the recreatIOn space requirement per unit type by the proposed number of such dwelling units (K.C.C. 21A.14.IS0). NOTE: King County has the discretion to accept a fee in lieu of all or a portion of tbe required recreation space per K.C,C, 21A.14.185. Apartments and townhouses developed at a density greater than eight units per acre, and mixed use must provide recreational space as follows: 4/,,, n; f s ;.9. I ., 0 4 / -,J-tllllrS' de. , ,5"' tiC 90 square feet X __ proposed number of shldio and one bedroom units 130 square feet X __ proposed number of two bedroom units 170 square feet x..±L proposed number of three or more bedroom units + Recreation space requirement Townhouses and single family detached proposals developed at a density of eight units or less per acre must provide recreational space as follows: 390 square reet X __ proposed number of units Mobile home parks shall provide recreational space as follows: 260 square feet X __ proposed number of units V. Net Buildable Area (K.C.c. 21A.06.797J: Tbe net buildable area is the site area (see Section I.) less the following areas: e areas within a project site which are required to be dedicated for public rights-of-way in + '11,0/8 excess of sixty feet (60') of width sensitive areas and their buffers, to the extent they are required by King County to remain undeveloped + __ ..Y=---_ areas required for above ground stormwater control facilities including, but not limited to, retention/detention ponds, biofiltration swales and setbacks from such ponds and swales + 0290 areas required by King County to be dedicated or resenred as on-site recreation areas (see Section IV.) +----regional utility corridors, and + other areas, excluding setbacks, required by King County to remain undeveloped ~ 97,q 08 Total reductions Calculation: 19 b,>z4 site area in square feet (see Section I.) Q7'108 Total reductions April 22, 1997 Page 2 of 4 980/0 net buildable area in square feet NOTE: convert site area in square 2,2..63. net buildable area in acres feet to acres by dividing by 43,560 VI. Minim 11m U Tban Residential Density (K.c.c. 21 A.12.060): The minimum density requirement applies only to tile R-4 through R-48 zones. Minimum density is determined by multiplying the base density in dwelling units·per acre (from K.C.C. 2 I A.12.030 table) by tile net buildable area of the site in acres and then multiplying the resulting product by the minimum density percentage from the K.C.C. 2IA.12.030 table. The minimum density requirements may be phased or waived by King County in certain cases. See K.C.C. 2IAI2060(A-B). Calculation: R-B: g /<,-'21 /Z. ~ 8570 ,Q.g: !3~3 12>(1./'17 X Z.7..6 3 -:. Z Z- base density in dulac (see Section ll.) X +.5"11' net buildable area in acres (see Section V.) X minimum density % set forth in K.C.C. 21 A. 12.030 or as adjusted in Section VII. minimum dwelling units reqUired> 5 .7 • L rt. '-' 20. i11ln. WrliTCS'/'f,vt R-12 7/2.-A proposal to locate a single residential unit on a lot is exempt fro111 the minimum density requirements if the residential unit is located within 15 feet of one or more interior lot lines or the site is pre-planned to demonstrate that the proposed residential unit is compatible with future division of the site to meet the minimum density requirements .. in!erio lot line L.. Residence within 15 feet of interior line -15 feet proposed residential unit Pre-planned site proposed residential f-jilture lot line unit Jillure residential lInit VII. Minimum Density Adjustmeuts For Moderate Slopes (K.c.c. 21A.I2.062): Residential developments in the R·4, R-6 and R-8 zones may modi!)' the minimum density factor in K.C.C. 2IA.12.030 based on the weighted average slope of the net buildable area of the site (see Section V.). To determine the weighted average slope, a topographic survey is required to calculate the net buildable area(s) within each of the following slope increments and then mUltiplying t.he number of square feet in each slope increment by the median slope value of each slope increment as follows: sq. ft o -5% slope increment X + sq. ft 5 -10% slope increment X + sq. ft 10 -15% slope increment X + sq. ft 15 -20% slope increment X + sq. ft 20 -25% slope increment X + sq. ft 25 -30% slope increment X + sq. ft 30 -35% slope increment X + sq. ft 35 -40% slope iocrement X Total square feet in net buildable area Calculation: 2.5% median slope value =:; 7.5% median slope value ~ _____ + 12.5% median slope value ~ + 17.5% median slope value == + 22.5% median slope value ~ + 27.5% median slope value ~ + 32.5% median slope value = + 37.5% median slope value = + _____ Total square feet adjusted for slope _____ total square feet adjusted for slope divided by total square feet in net buildable area ~ _____ weighted average slope of net buildable area _____ % (Note: multiply by 100 to convert to percent -round up to nearest whole percent) Use the table below to determine the minimum density factor. This density is substituted for the minimum density factor in K.C.C. 21 A.12.030 lable when calculating the minimum density as shown in Section VI. of this worksheet. Weighted Average Slope of Net Buildable Area(s) of Site: Minimum Density Factor: 0% -less than 5% 85% 5% -less than 15% 83%, less 1.5% for each I % of average slope in excess of 5% 15% -less than 40% 66%, less 2.0% for each I % of average slope in excess of 15% EXAMPLE CALCULATION FOR MINIMUM DENSITY ADJUSTMENTS FOR MODERATE SLOPES: April 22, 1997 Page 3 of 4 _____ sq. ft 0 -5% slope increment X 2.5% median slope value = + 10,000 sq. ft 5 -10% slope increment X 7.5% median slope value = 750 + + .. 20,000 sq. ft 10 -15% slope increment X 12.5% median slope value = 2,500 + + sq. ft 15 -20% slope increment X 17.5% median slope value = + + sq. ft 20 -25% slope increment X 22.5% median slope value = + + _____ sq. ft 25 -30% slope increment X 27.5% median slope value = + + sq. ft 30 -35% slope increment X 32.5% median slope value = + + sq. ft 35 -40% slope increment X 37.5% median slope value = + _~3,-,0"-,0,,-0,,,0~_ Total square feet 3,250 Total square feet in net buildable area adjusted for slope 3,250 total square feet adjusted for slope divided by 30,000 total square feet in net buildable area = .108333 weighted average slope of net buildable area. II % (Note: multiply by 100 to convert to percent -round up to nearest whole percent) Using the table above, an II % weighted average slope of net buildable area falls within the 5% -less than 15% range which has a minimum density factor of 83%, less 1.5% for each 1 % of average slope in excess of 5%. Since 11 % is 6% above 5%, multiply 6 times 1.5 which would equal 9%. Subtract 9% from 83% for an adjusted minimum density factor of74%. This replaces the minimum density factor in K.c.c. 21A.12.030 table. VIII. Maximum Dwelling Units Allowed (K.C.C. 21A.12.030 -.040): This section should be completed only if the proposal includes npplication of residential density incentives (K.C.C. 21 A.34) or transfer of density credit (K.C.C. 2IA.36). Maximum density is calculated by adding the bonus or transfer units authorized to the base units calculated in Section III. of this worksheet. The maximum density permitted through residential density incentives is 150 percent of the base density (see Section II.) of the underlying zoning of the development or 200 percent of the base density for proposals with 100 percent affordable units. The maximum density permitted through transfer of density credit is 150 percent of the base density (see Section II.) of the underlying zoning of the development. ____ base density in dwelling units per acre (see Section II.) X 150% = maximum density ____ maximum density in dwelling units per acre X site area in acres = ___ _ maximum dwelling units allowed utilizing density incentives (K.C.C. 2IA.34) ____ base density in dwelling units per acre (see Section II.) X 200% = maximum density ____ maximum density in dwelling units per acre X site area in acres:::: c-:::-::-c::-: maximum dwelling units allowed utilizing density incentives with 100 percent affordable units(K.C.C. 2IA.34) ____ base density in dwelling units per acre (see Section II.) X 150% = maximum density ____ maximum density in dwelling units per acre X site area in acres = ___ _ maximum dwelling units allowed utilizing density transferS (K.c.c. 21A.36) Calculation: ____ base allowable dwelling units calculated in Section Ill. + bonus units authorized by K.C.C. 21A.34 + ____ transfer units authorized by K.C.c. 21A.36 ____ total dwelling units (cannot exceed maximums calculated above) April 22, 1997 Page 4 of4 ® King County K C Department of Development and Environmental Services' . Building Services Division 900 Oakesdale Avenue SW Renton, WA 98055-1219 (206) 296-6600 D.D~~SIDENTIAL DENSITY CALCULATION WORKSHEET This worksheet will assist you in cOlTectly applying specitic portions of the zoning code related to allowable density and will be used to determine if a proposal meets the density provisions of the King County Zoning Code (Title 2IA). NOTE: Use this worksheet ONL Y if your proposal is for a residential development on an existing legal lot or for a residential development associated with a residential condominium binding site plan. A separate density worksheet is available for residential subdivision proposals. This worksheet is prepared to assist applicants, and does not replace compliance with adopted local, state and federall.ws. A pre-application conference is required for all Type 1 development proposals if the property will have 5,000 square feet of development site or right-of-way improvements, the property is in a critical drainage basin, or the property has a wetland, steep slope, landslide hazard, erosion hazard, or coal mine on site. A pre-application conference is required for all Type 2, 3 or 4 development proposals. Exempt from the requirement for a pre-application conference are I) single family residences and their accessory buildings; and 2) other structures where all work is in an existing building and no parking is required or added, You may call 296-6600 to find out if a pre-application conference is needed for your proposal and how a pre-application conference can be arranged. DATE; /-/5""-(') z.. NAME OF DEVELOPMENT; La J:;r/--urJO\.. FILE NO. ___ _ COMPREHENSIVE PLAN LAND USE DESIGNATION; _________ _ ZONING DESIGNATION(S); R-8-50 R· /2-$0 COMMUNITY OR SUBAREA PLAN; _______________ _ J f more than one zone designation exists on the property, the architectural site plan must show the boundary between the zones and the area within each. In such cases. the transferring of density across zones on the lot may be pennitted subject to the provisions of K.C.C. 2IA.12.200. Please complete only the applicable portions of the form. l. Site Area (K.c.c. 21A.06.1I72): Site area (in square feet) is the gross horizontal area of the project site, less submerged lands as detined by K.C.C. 21 A.06.1265, less areas which are required to be dedicated on the perimeter of a project site for public rights-of-way. + square feet in submerged land (allY land below the ordinary high water mark -see K.C.C. 21 A.06.1265 and 21 A.06,825.) square feet in perimeter rights-of-way which will be required to be dedicated (area 30 feet from center line of road) Total Calculation: 19 b§].. 4-gross horizontal area of the project site __ rfl,-__ Total submerged lands and rights-of-way 144(3'l'HR-&,)~ 5Z, 13"Z: (R ~(Z.):. :7,3/5" Ac.., /,1'1'/1(.., \ / q6. ,24 Site area in square feet NOTE: To continue calculations, convert site area in square feet to acres by dividing by 43,560 4.$/2 Site area in acres &s.ed &1-" DDeS' GI S Inf" J;r "Z-fJI'le hOWl clane.s II. Base Density (K.c.c. 21A.12.030 -.040 tables): The base density is detennined by the zone designation(s) for the lot. R-g , __ 8 __ dulacre i< ·r2 : April 22, 1997 Page 1 of4 • III. Allowable Dwelling Units, Floor Area and Rounding IK.C.C. 2JA.12.(70): The base number of dwelling units is calculated by multiplying the sile area by the base density in dwelling units per acre (from K.C.C. 21A.12.030, .040 tables). /(,8', 3,'3!'$" )( 8 f,( 2; 1,19/ R'6 ~ R·/,-0 site area in acres (see Section I.) X ~.c/~2-_~base density (see Section II.) z..;,5'2 allowable dwelling units > 40,88 -7 41 14-,3 (" The allowed floor area, which excludes stl1lctured or underground parking areas and areas housing mechanical equipment, is calculated by multiplying the site area by the floor to lot area ratio (from K.C.C. 21 A.12.040). _____ site area in square feet (see Section I.) X _~~~_ floor to lot area ratio (K.C.C. 21A.I2.040) _____ allowed floor area in square feet When calculations result in a fraction, the fraction is rounded to the nearest whole number as follows: 1. Fractions of .50 or above shall be rounded up; and )I'Li S I (XAJ'v< ,L"'l.x 2. Fractions below .50 shall be rounded down. i - '<~-'" '-- ~ flJ!-'-..v' ..f; . '/c IV. Required On-site Recreation Space IK.C.C. 21A.14.1S0J: C'P'&/i,1=; -f?~. C (He lc -D'ol '').1 ''-\-. I '-j I '8 () I.J-L.<" When more than four dwelling units are proposed in any residential development in the UR and R zones, stand-alone I (/»'L- /tUL townhouses in the NB zone on property designated Commercial Outside of Center in the urban area, or within any /' I) cD",,€. mixed use development, then the proposal is required to provide recreation space. When recreation space is required, recreation space must be computed by multiplying the recreation space requirement per unit type by the proposed number of such dwelling units (K.C.C. 21A.14.1S0). NOTE: King County has the discretion to accept a fee in lieu of all or a portion of the required recreation space per K.C.C. 21A.14.1S5. Apartments and townhouses developed at a density greater than eight units per acre, and mixed use must provide recreational space as follows: 4/--11 n; f 5 .9. i . I _ / 4,:> / flC ~., f,llllr:5"/ac., 90 square feet X ~_ proposed number of studio and one bedroom units 130 square feet X ~_ proposed number of I\vo bedroom units 170 square feet X -±L proposed number of three or more bedroom units Recreation space requirement + Townhouses and single family detached proposals developed at a density of eight units or less per acre must provide recreational space as follows: 390 square feet X ~_ proposed number of units Mobile home parks shall provide recreational space as follows: 260 square feet X ~_ proposed number of units V. Net Buildable Area IK.C.C. 21A.06.797): The net buildable area is the site area (see Section I.) less the following areas: & areas within a project site which are required to be dedicated for public rights-of-way in + excess of sixty reet (60') of width sensitive areas and their buffers, to the extent they are required by King County to remain undeveloped areas required for above ground stormwater conh"ol facilities including, but not limited to, retention/detention ponds, biofiltration swales and setbacks from such ponds and swales + {; 2 q 0 areas required by King County to be dedicated or reserved as on-site recreation areas (see Section IV.) + ~ ____ regional utility corridors, and + Calculation: April 22, 1997 Page 2 of4 other areas, excluding setbacks, required by King County to remain undeveloped Total reductions /96/;24 site area in square feet (see Section I.) Q7,,}08 Total reductions ':j B 0/ 0 net buildable area in square feet 2 ,"2..b 3. net buildable area ill acres NOTE: convert site area in square feet to acres by dividing by 43,560 R·g; R·IL VI. Minimum Urhan Residential Density (K.c,c, 21A.12.060): The minimum density requirement applies 9.!J.!y to the R-4 Ihrough R·48 zones. Minimum density is determined by Illultiplying the base density in dwelling units per acre (from K.c'C 2IA.12.030 table) by the net buildable area of the site in acres and then multiplying the resulting product by the minimum density percentage from the K.C.C. 21 A .12.030 table. The minimum density requirements may be phased or waived by King County in certain cases. See K.CC 21 A .12.060(A-B). Calculation: R-8: 8 . 12.>( 1./'7)( Z:Zb3 -:: 7, Z- R-,2 1 /"Z. base density in dulac (see Section II.) X ,if.;SII· net buildable area in acres (see Section V.) 8St" X minimum density % set forth in K.C.C. 21 A.12 .9,30 or as adjusted in Section VII. /3~3 minimum dwelling units required> 5 -. .L.. rt. ~ 7, ~ 20. I11I(L (.(1117 -.s f' t A proposal to locate a single residentiaillnit on a lot is exempt frolll the minimum density requirements if the residential unit is located within 15 feet of one or more interior lot lines or the site is pre-planned to demonstrate that the proposed residential unit is compatible with future divisioll of the site to meet the minimum density requirements .. Residence within 15 feet of interior line Pre-planned site ill\crio lot line L.. -[5 feet proposed residential unit proposed residential -(lIIW'e 101 line unit future residential 1Init VII. Minimum Density Adjustments For Moderate Slopes (K.c,c. 21A.12.062): Residential developments in the R-4, R-6 and R-B zones may modify the minimum density factor in K.C.C. 21 A. 12.030 based on the weighted average slope of the net huildable area of the site (see Section V.). To detenl1ine the weighted average slope, a topographic survey is required to calculate the net buildable area(s) within each of the following slope increments and then multiplying t,he number of square feet in each stope increment by the median slope value of each slope increment as follows: sq. ft 0-5% slope increment X 2.5% median slope value = + sq. ft 5 -10% slope increment X 7.5% median slope value = ----+ + sq. ft 10 -15% slope increment X 12.5% median slope value ~ + sq. ft 15 -20% slope increment X 17.5% median slope value ~ -----: + sq. ft 20 -25% slope increment X 22.5% median slope value ~ + sq. ft 25 -30% slope increment X 27.5% median slope value ~ -----: + sq. ft 30 -35% slope increment X 32.5% median slope value ~ + sq. ft 35 -40% slope increment X 37.5% median slope value ~ -----: _____ Total square feet _____ Total square feet adjusted for slope in net buildable area Calculation: _____ total square feet adjusted for slope divided by total square feet in net buildable area _____ weighted average slope of net buildable area ____ % (Note: multiply by 100 to convert to percent· round up to nearest whole percent) Use the table below to determine the minimum density factor. This density is substituted for the minimum density factor in K.C.C 21 A.12.030 table when calculating the minimum density as shown in Section VI. of this worksheet. Weighted Average Slope of Net Buildable Area(s) of Site: Minimum Density Factor: 0% -less than 5% 85% 5% . less than 15% 83%, less 1.5% for each I % of average slope in excess of 5% 15% -less than 40% 66%, less 2.0% for each 1% of average slope in excess of 15% EXAMPLE CALCULATION FOR MINIMUM DENSITY ADJUSTMENTS FOR MODERATE SLOPES: April 22, 1997 Page 3 of4 sq. ft o ~ 5% slope increment X 2.5% median slope value = + 10,000 sq. ft 5 -10% slope increment X 7.5% median slope value = 750 + + .. 20,000 sq. ft 10 -15% slope increment X 12.5% median slope value = 2,500 + + sq. ft 15 -20% slope increment X 17.5% median slope value = + + sq. ft 20 -25% slope increment X 22.5% median slope value = + I-sq. ft 25 -30% slope increment X 27.5% median slope value = + + sq. ft 30 -35% slope increment X 32.5% median slope value =: + + sq. ft 35 -40% slope increment X 37.5% median slope value = + 30,000 Total square feet 3,250 Total square feet in net buildable area adjusted for slope 3,250 total square feet adjusted for slope divided by 30,000 total square feet in net buildable area . 108333 weighted average slope of net buildable area . 11% (Note: multiply by 100 to convert to percent -roundup to nearest whole percent) Using the table above, an II % weighted average slope of net buildable area falls within the 5% -less than 15% range which has a minimum density factor of 83%, less 1.5% for each 1 % of average slope in excess of 5%. Since 11 % is . 6% above 5%, multiply 6 times 1.5 which would equal 9%. Subtract 9% from 83% for an adjusted minimum density factor of74%. TIlis replaces the minimum density factor in K.C.C. 21 A.12.030 table. VIII. Maximum Dwelling Units Allowed (K.C.C. 21A.12.030 -.040): This section should be completed only if the proposal includes application of residential density incentives (K.C.C. 21 A.34) or transfer of density credit (K.C.C. 2lA.36). Maximum density is calculated by adding the bonus or transfer units authorized to the base units calculated in Section Ill. of this worksheet. The maximum density permitted through residential density incentives is 150 percent of the base density (see Section II.) of the underlying zoning of the development or 200 percent of the base density for proposals with 100 percent affordable units. The maximum density permitted through transfer of density credit is 150 percent of the base deusity (see Section II.) of the underlying zoning of the development. ____ base density in dwelling units per acre (see Section II.) X 150% = maximum density _-,-__ maximum density in dwelling units per acre X site area in acres = ___ _ maximum dwelling units allowed utilizing density incentives (K.C.C. 21A.34) ____ base density in dwelling units per acre (see Section II.) X 200% = maximum density _-,-__ maximum density in dwelling units per acre X site area in acres = ,--__ :- maximum dwelling units allowed utilizing density incentives with 100 percent affordable units(K.C.C. 21A,34) ____ base density in dwelling units per acre (see Section II.) X 150% = maximum density ____ maximum density in dwelling units per acre X site area in acres = ___ _ maximum dwelling units allowed utilizing density transfers (K.C.C. 21A.36) Calculation: ____ base allowable dwelling units calculated in Section III. + bonus units authorized by K.C.C. 21A.34 + transfer units authorized by K.C.C. 21A.36 ____ total dwelling units (cannot exceed maximums calculated above) April 22, 1997 Page 4 of4 ... ® KC D.D.E.S. King County Department of Development and Enyirollmental Services Building Services Division 900 Oakesdale Avenue SW Renton, WA 98055·1219 (206) 296-6600 RESIDENTIAL DENSITY CALCULATION WORKSHEET This \vorksheet will assist you in correctly applying specific portions of the zoning code related to allowable density and will be used to determine if a proposal meets the density provisions of the King County Zoning Code (Title 21A). NOTE: Use this worksheet ONLY ifyoLlr proposal is for a residential development on an existing legal lot or for a residential development associated with a residential condominium binding site plan. A separate density worksheet is available for residential subdivision proposals. This worksheet is prepared to assist applicants) and does not replace compliance with adopted local, state and federal laws. A pre-application conference is required for all Type I development proposals ifthe property will have 5,000 square feet of development site or right-of-way improvements, the property is in a critical drainage basin, or the propelty has a wetland, steep slope, landslide hazard, erosion hazard, or coal mine on site. A pre-application conference is required for all Type 2, 3 or 4 development proposals. Exempt from the requirement for a pre-application conference are 1) single family residences and their accessory buildings; and 2) other structures where all work is in an existing building and nO parking is required or added. You may ca11296-6600 to find out if a pre· application conference is needed for your proposal and how a pre-application conference can be arranged. DATE; I_/"'_~"Z- NAME OF DEVELOPMENT; La ':-;'r/--urJl7I... FILE NO. ___ _ COMPREHENSIVE PLAN LAND USE DESIGNATION; _________ _ ZONING DESIGNATION(S); R-6-50 R· /2-$0 COMMUNITY OR SUBAREA PLAN; _______________ ~ Ifmore than one zone designation exists on the property, the architectural site plan must show the boundary between [he zones and the area within each. In such cases, the transferring of density across zones on the lot may be pennitted subject to the provisions of K.C.C. 21 A.12.200. Please complete only the applicable portions of the form. 1. Site Area (K.C.C. 2IA.06.1172): Site area (in square feet) is the gross horizontal area of the project site, less submerged lands as defined by K.CC. 21 A.06.1265, less areas which are required to be dedicated on the perimeter of a project site for public rights-of-way. + _____ square feet in submerged land (any land below the ordinary high "vater mark . see K.C.C 2IA.06.1265 and 21 A.06.825.) _____ square feet in perimeter rights-of-way which will be required to be dedicated (area 30 feet from center line of road) Total Calculation: 19 bS':&-4 gross horizontal area of the project site ,44{)C~1-( R-&)~ 5Z,13G: (R-IZ.)'" :p,3/.j Ac... 1.1'171\<:.. \ Total submerged lands and rights-ot~way /96,5'1..4 Site area in square feet NOTE: To continue calculations, convert site area in square feet to acres by dividing by 43,560 4, s 12-Site area in acres &5L.I ... r-DDe; (;1 S I~f" J;r :t~/I~ hOUtlc!Clr;€..5, II. Base Density (KC.C. 2IA.12.030 -.040 tables): The base density is determined by the zone designation(s) for the lot. R-g , __ 8'---_ du/acre R-f2'. /2- April 22, 1997 Page I of4 Ill. Allowable Dwelling Units, Floor Area and Ronnding iK.C.C. 21A.12.070); The base number of dwelling units is calculated by multiplying the site area by the base density in dwelling units per acre (from K.ee 21 A.12.030 -.040 tables). R-8, 5, '3/~ )( B ;:'12: /,191 R.-B ~ R-/?. 0 site area in acres (see Section I.) X __ /-..::.t-__ base density (see Section 11.) Z-~, S-Z allowable dwelling units '> 4(J,158 -} 41 14-,3 G, The allowed floor area, which excludes strnchll'ed or underground parking areas and areas hOllsing mechanical equipment, is calculated by multiplying the site area by the floor to lot area ratio (from K.ee 2IA.12.040). _____ site area in square feet (see Section I.) X _____ floor to lot area ratio (K.ec. 21A.12.040) _____ allowed floor area in square feet When calculations result in a fraction, the fraction is rounded to the nearest whole number as follows: I. FractIOns of .50 or above shall be rounded up; and '7l . s I Ci.N-"·Y\.A->''-< 2. FractIOns below .50 shall be rounded down. . '-i- 6.<2.'£-'-- . (Lk'. ,,--,J ,. IV. Required On-site Recreation Space iK.C.C. 21A.14.1S0); f! . ~;,J, --<?"C {9-{(<. it -001 )'-t '::t-IY I 'So ;.~ When more than four dwelling units are proposed in any residential cievelopment in the UR and R zones, stand-alone )!VL townhouses in the NB zone on property designated Commercial Outside of Center in the urban area, or within any C l 'J' mixed use development, then the proposal is required to provide recreation space, When recreation space is required, -U e. recreation space must be computed by multiplying the recreation space requirement per unit type by the proposed number of such dwelling units (K.C.C. 21A.14.ISO). NOTE: King County has the discretion to accept a fee in lieu of all or a portion of the required recreation space per K.eC. 21A.14.1S5. Apartments and townhouses developed at a density greater than eight units per acre, and mixed use must provide recreational space as follows: 4 I'Ll n: f 5 .n I --I _ I.- -4,5" I tlC ~ .7';'. (fIlIT--'i ClC } 90 square feet X __ proposed number of studio and one bedroom units 130 square feet X __ proposed number of two bedroom units 170 square feet X ~ proposed number of three or more bedroom units Recreation space requirement + + h970 b970 Townhouses and single family detached proposals developed at a density of eight units or less per acre must provide recreational space as follows: 390 square reet X __ proposed number of units Mobile home parks shall provide recreational space as follows: 260 square feet X __ proposed number of units V. Net Buildabte Area (K.C.C. 21A.06.797): The net buildable area is the site area (see Section I.) less the following areas: -e-areas within a project site which are required to be dedicated for public rights-of-way in excess of sixty feet (60') of width + q «of B sensitive areas and their buffers, to the extent they are required by King County to remain undeveloped + __ e ___ areas required for above ground stormwater conh'ol facilities including, but not limited to, retention/detention ponds, biofiltration swales and setbacks from such ponds and swales + &, z. CJ 0 areas required by King County to be dedicated or reserved as on-site recreation areas (see Section IV.) + _____ regional utility corridors, and + Calculation: April 22, 1997 Page 2 of4 other areas, excluding setbacks, required by King County to remain undeveloped Total reductions /9 b,5 24 site area in square feet( see Section 1.) Q7'108 Total reductions 9 B {;, / 0 net buildable area in square feet z. Z--G::s. net buildable area in acres NOTE: convert site area in square feet to acres by dividing by 43,560 R-8 ; R-IL VI. Minimum Urhan Residential Density ([(.C.C. 2IA.12.060J: The minimum density requirement applies only to the R-4 through RA8 zones. Minimum density is determined by multiplying the base density in dwelling units per acre (from K.C.C. 2IA.Il.030 table) by the net buildable area of the site in acres and then multiplying the resulting product by the minimum density percentage from the K.C.C. 21 A.12.030 table. The minimum density requirements may be phased or waived by King County in certain cases, See K.C.C. 2IA.12.060(A-B). 8 " ~x2;Z.b3 ~ 13 "3 Calculation: R-B: IS /<,-121 /2- "40511 . J . /2-)( 1.1,7 'I. Z.Zb3 -::. 7, C,- base density in dulac (see Section Il.) X .... ,£11' l1et buildable area in acres (see Section V.) X minimum density % set forth in K.c.c. 21 A, 12.030 or as adjusted in Section VII. • ~ . Ss:tIL /3.3 minimum dwelling units required > 5 -of: rl-'.oJ -;t,l-20. '11//"L (.{r/l :s 1'1 0 A proposal to locate a single residential unit on a lot is exempt from the minimum density requirements if the residential unit is located within 15 feet of one or more interior lot lines or the site is pre-planned to demonstrate that the proposed residential unit is compatible with future division of the site to meet the minimum density requirements .. Residence within 15 feet of interior line Pre-planned site inteno lot line L-- r-15 feet proposed residential un it proposed residential 'r-filtul'e fot line lIll it fllture residential unit VII. Minimum Density Adjustments For Moderate Slopes (K.c.c. 21A.12.0621: Residential developments in the R·4, R-6 and R·8 zones may modify the minimum density factor in K.c.c. 21 A.12,030 based on the weighted average slope of the net buildable area orthe site (see Section V.). To determine the weighted average slope, a topographic survey is required to calculate the net buildable area(s) within each of the following slope increments and then multiplying t,he number of square feet in each slope increment by tbe median slope value of each slope increment as follows: sq. ft 0-5% slope increment X 2.5% median slope value = + sq. ft 5 -10% slope increment X 7.5% median slope value = ----+ + sq. ft 10 . 15% slope increment X 12.5% median slope value = ----+ + sq. ft IS -20% slope increment X 17.5% median slope value = ----+ + sq. ft 20 -25% slope increment X 22.5% median slope value ~ ----+ + sq. ft 25 -30% slope increment X 27.5% median slope value ~ ----+ + sq. ft 30 -35% slope increment X 32.5% median slope value ~ ----+ + sq. ft 35 -40% slope increment X 37.5% median slupe value ~ ----+ _____ Total square feet _____ Total square feet adjusted for slope in net buildable area Calculation: _____ total square feet adjusted for slope divided by total square feet in net buildable area _____ weighted average slope of net buildable area _____ % (Note: multiply by 100 to convert to percent -round lip to nearest whole percent) Use the table below to determine the minimum density factor. This density is substiruted for the minimum density factor in K,C.C. 21 A, 12.030 table when calculating the minimum density as shown in Section VI. of this worksheet. Weighted Average Slope of Net Buildable Area(s) of Site: Minimum Density Factor: 0% -less than 5% 85% 50/0 -less than 15% 83%, less 1,5% for each I % of average slope in excess of 5% 15% -less than 40% 66%, less 2.0% for each 1% of average slope in excess of 15% EXAMPLE CALCULATION FOR MINIMUM DENSITY ADJUSTMENTS FOR MODERATE SLOPES: April 22, (99) Page 3 of4 ______ sq. ft 0 -5% slope increment X 2.5% median slope value = + 10,000 + .. 20,000 sq, It 5 -10% slope increment X 7,5% median slope value = sq. ft 10 -15% slope increment X 12.5% median stope value = + _____ sq. It IS -20% slope increment X 17,5% median slope value = -i-_____ sq. ft 20 -25% slope increment X 22,5% median slope value = + _____ sq. ft 25 -30% slope increment X 27.5% median slope value = + _____ sq, ft 30 -35% slope increment X 32.5% median slope value = + _____ sq, ft 35 -40% slope increment X 37,5% median slope value = _~3,-,0,-"0,,-0,,,O,--_ Total square feet in net buildable area 750 + 2,500 + + + + + + 3,250 Total square feet adjusted for slope _~3,-""-2S,,,O,,-_ total square feet adjusted for slope divided by 30,000 total square feet in net buildable area ,108333 weighted average slope of net buildable area. 11 % (Note: multiply by 100 to convert to percent -round lip to nearest whole percent) Using the table above, an 11% weighted average slope of net buildable area falls within the 5% -less than 15% range which has a minimum density factor of 83%~ less 1.5% for each 1 % of average slope in excess of 5%. Since 11 % is 6% above 5%, multiply 6 times 1.5 which would equal 9%l. Subtract 9% from 83% for an adjusted minimum density factor of74%. 111is replaces tbe minimum density factor in K,C.C, 2lA, 12.030 table. VIII, Maximum Dwelling Units Allowed (K.C.C. 21A.12.030 -.040): This section should be completed only if the proposal includes application of residential density incentives (K.c.c. 21 A.34) or transfer of density credit (K.C.C. 21A,36), Maximum density is calculated by adding the bonus or transfer units authorized to the base units calculated in Section III, of this worksheet. The maximum density permitted through residential density incentives is 150 percent of the base density (see Section II,) of the underlying zoning of the development or 200 percent of the base density for proposals with 100 percent affordable units, The maximum density permitted through transfer of density credit is I SO percent of the hase density (see Section II,) of the underlying zoning of the development. ____ base density in dwelling units per acre (see Section II.) X 150% = maximum density ____ maximum density in dwelling units per acre X site area in acres = ___ _ maximum dwelling units allowed utilizing density incentives (K,C.C, 2IA.34) ____ base density in dwelling units per acre (see Section II,) X 200% = maximum density _--.,-__ maximum density in dwelling units per acre X site area in acres = ___ _ maximum dwelling units allowed utilizing density incentives with 100 percent affordable units(K,C,C. 2IA,34) ____ base density in dwelling units per acre (see Section 11.) X 150% = maximum density ____ maximum density in dwelling units per acre X site area in acres = ___ _ maximum dwelling units allowed utilizing density transfers (K,C.C. 2IA.36) Calculation: ____ base allowable dwelling units calculated in Section III, + _____ bonus units authorized by K,C.C, 21A.34 + transfer units authorized by K.C,c. 21A,36 ____ total dwelling units (cannot exceed maximums calculated above) April 22, 1997 Page4of4 .. ® K.C. DD.E.S. King County Department of Development and Environmental Services Building SeT\'ices Division 900 Oakesdale Avenue SW Renton, \VA 98055·1219 (206) 296·6600 RESIDENTIAL DENSITY CALCULATION WORKSHEET This worksheet will assist you in correctly applying specitic portions of the zoning code related to allowable density and will be used to determine if a proposal meets the density provisions of the King County Zoning Code (Title 2IA). NOTE: Use this worksheet ONLY if your proposal is for a residential development on an existing legal lot or for a residential development associated with a residential condominium binding site plan. A separate density worksheet is available for residential subdivision proposals. This worksheet is prepared to assist applicants, and does not replace compliance with adopted local, state and federal laws. A pre-application conference is required for all Type I development proposals if the property will have 5,000 square feet of development site or right-oF-way improvements, the property is in a critical drainage basin, or the property has a wetland, steep slope, landslide hazard, erosion hazard, or coal mine on site. A pre-application conference is required for all Type 2, 3 or 4 development proposals. Exempt from the requirement for a pre-application conference are 1) single family residences and their accessory buildings; and 2) other structures where aU work is in an existing building and no parking is required or added. You may call 296-6600 to find out if a pre-application conference is needed for your proposal and how a pre-application conference can be arranged. DATE; /-/'S-t) 2- NAME OF DEVELOPMENT; -::-::::=-L=.::O::..,-h...::o:",:,'...!.7_' u:..:.c:...t1=-q-=-c--___ FILE NO. ___ _ COMPREHENSIVE PLAN LAND USE DESIGNATION: __________ _ ZONING DESIGNATION(S); R-$-50 R-/2 -SO COMMUNITY OR SUBAREA PLAN: ________________ _ 1fmore than one zone designation exists on the property, the architectural site plan must show the boundmy between the zones and the area within each. Tn sllch cases, the transferring of density across zones on the lot may be pennitted subject to the provisions of K.C.C. 21A. 12.200. Please complete only the applicable portions of the form. I. Site Area (K.c.c. 21A.06.1172): Site area (in square feet) is the gross horizontal area of the project site, less submerged lands as defined by K.C.C. 21A.06.1265, less areas which are required to be dedicated all the perimeter ofa project site for public rights-of-way. + _____ square feet in submerged land (any land below the ordinary high water mark -see K.C.C. 21 A.06.1265 and 21 A.06.825.) _____ square feet in perimeter rights-of-way which will be required to be dedicated (area 30 feet from center line of road) Total Calculation: 19 bS' l-4 gross horizontal area of the project site _-,-(!J ___ Total submerged lands and rights-of-way 144(3'11-( R -g)-=- 5Z.13G:(R~I2.)-::' J,"!>/.j A,-, /,. q t Ac... \ / 'lb. 5'2-4 Site area in square feet NOTE: To continue calculations, convert site area [n square feet to acres by dividing by 43,560 4SI2. Site area in acres &SLd p.f' DDE5' GIS liJfo ~r 'ZMe houtlc/ane-s II. Base Density (K.C.C. 21A,12.030 -.040 tables): The base density is determined by the zone designation(s) for the lot. R-g ' __ B __ du/acre )( . 12: /1-dJ.A./ a, (,J.e. April 22, 1997 Page 1 of4 111. Allowable Dwelling Units, Floor Area and Rounding (K.C.C. 21A.12.070): The base number of dwelling units is calculated by multiplying the sile area by the base density in dwelling units per acre (from K.CC 21A.12.030 -.040 tables). /(-8, ,,3/"r f./z; ",91 R'IS ~ F~·,-z.; 8 site area in acres (see Section L) X _",Ic-=.Z-__ base density (see Section II.) z.(" S-z. allowable dwelling units > 14-,3 (, 4(),S8 -? 41 The allowed floor area, which excludes stmctured or underground parking areas and areas housing mechanical equipment, is calculated by multiplying the site area by the floor to lot area ratio (from K.CC 21A.12.040). _____ site area in square feet (see Section J.) X _____ floor to lot area ratio (K.C.C 21A. 12.040) _____ allowed floor area in square feet When calculations result in a fraction, the fraction is ronnded to the nearest whole number as follows: I. Fractions of .50 or above shall be rounded up; and Itt.; s I (~A.J' 2. Fractions below .50 shall be rounded down. 1'.11 'c.,.e...e....... ,AVe' ~.-Llj -< . IV. Required On-site Recreation Space IK.C.C. 2lA.14.1S0): t'.,. ~-1J, -e ,,12 lfJ{(1.-ic ·['01 ?-I '':t-iL( 1'8(>;~ When more than four dwelling units are proposed in any residential development in the UR and R zones, stand-alone 7!VL townhouses in the NB zone on property designated Commercial Outside of Center in the urban area, or within any {/ '1 mixed use development, then the proposal is required to provide recreation space. When recreation space is required, ·0· e. recreation space must be computed by multiplyil1g the recreation space requirement per unit type by the proposed number of such dwelling units (K.C.C. 2IA.14.1S0). NOTE: King County has the discretion to accept a fee in lieu of all or a portion of the required recreation space per KC.C. 21A.14.IS5. Apartments and townhouses developed at a density greater tban eight units per acre, and mixed use must provide recreational space as follows: 4/,,, n: f 5 /.9. i . I _ I- 4,5" 1 tiC -, tll1/rS'/ac I 90 square feet X __ proposed number of studio and one bedroom units 130 square feet X __ proposed number of two bedroom units 170 square feet X ..±L proposed number of three or more bedroom units Recreation space requirement + Townhouses and single family detached proposals developed at a density of eight units or less per acre must provide recreational space as follows: 390 square feet X __ proposed number of units Mobile home parks shall provide recreational space as follows: 260 square feet X __ proposed number of units V. Net Buildable Area iK.C.C. 2lA.06.797): The net buildable area is the site area (see Section L) less the following areas: ft areas within a project site which are required to be dedicated for public rights. of-way in excess of sixty feet (60') of width + q ((01 g sensitive areas and their buffers, to the extent they are required by King County to remain undeveloped + __ 13' ___ areas required for above ground stormwnter control facilities including, but not limited to, retention/detention ponds, biofiltration swales and setbacks from such ponds and swales + {; z q 0 areas required by King County to be dedicated or reserved as on-site recreation areas (see Section IV.) + _____ regional utility corridors, and + Calculation: April 22, 1997 Page 2 of 4 other areas, excluding setbacks, required by King County to remain undeveloped 97,qog Total reductions /96,5'24 site area in square feet (see Section L) Q7908 Total reductions 9 f3 01 (; . net buildable area in square feet Z.l.61. net buildable area in acres NOTE: convert site area in square feet to acres by dividing by 43,560 VI. Minimum Urban Residential Density (K.c.c. 21A.12.060): The minimum density requirement applies only to the R-4 through R-48 zones. Minimum density is detennined by multiplying the base density in dwelling units per acre (from I(.C.C. 21 A.12.030 table) by the net buildable m:ea of the site in acres and then lTIultiplying the resulting product by the minimum density percentage from the K.C.C. 21 A.12.030 table. The minimum density requirements may be phosed or waived by King County in certain cases. See K.C.C. 2IA.12.060(A-B). Calculotion: R-8~ g R-/2 I /,2- ·852" /3'.3 7/2- 12K 1./'i1 X 1..Z 63 -:.. 7, ~ base density in dulac (see Section 11.) X 1f..,!;I'· net buildable area in acres (see Section V.) X minimum density % set forth in K.c.c. 21 A.12.030 or as odjusted in Section VII. < minimum dwelling units required> 5' -L rt-'-' 20. m If'/., UrJl7:S I' t "" A proposal to locate a single residential unit on a lot is exempt from the minimum density requirements if the residential unit is located within 15 feet of one or more interior lot lines or the site is pre-planned to demonstrate that the proposed residential unit is compatible with future division orthe site to meet the minimum density requirements .. Residence within 15 feet of interior line Pre-planned site inteno tot line L- -15 feet proposed residential unit proposed residential ,future fot line unit future residential llnit VIl. Minimum Density Adjustments For Moderate Slopes (K.C.C. 21A.12.062J: Residential developments in the R·4, R-6 and R-8 zones may modify the minimum density factor in K.C.C. 21A.l2.030 based on the weighted average slope of the net buildable area of the site (see Section V.). To determine the weighted averoge slope, a topographic survey is required to calculate the net buildable area(s) within each of the following slope increments and then mUltiplying t.he number of square feet ill each slope increment by the median slope vallle of each slope increment as follows: _____ sq. ft 0 -5% slope increment X 2.5% median slope value = + sq. ft 5 -10% slope increment X 7.5% median slope value = _____ + + ____ sq. ft 10· 15% slope increment X 12.5% median slope volue = + + sq. ft 15· 20% slope increment X 17.5% median stope value = + + sq. ft 20·25% slope increment X 22.5% median slope value = + + sq. ft 25·30% slope increment X 27.5% median slope value = + + sq. ft 30·35% slope increment X 32.5% median slope value = + + sq. ft 35·40% slope increment X 37.5% median slope value = + _____ Total square feet in net buildable area Calculation: _____ Total square feet adjusted for slope ____ ~ total square feet adjusted for slope divided by total square feet in net buildable area _____ weighted average slope of net buildable area ____ ~% (Note: multiply by 100 to convert to percent· round up to nearest whole percent) Use the table below to detenmine the minimum density factor. This density is substituted for the minimum density factor in K.C.C. 21 A.12.030 table when calculating the minimum density as shown in Section VI. of this worksheet. Weighted Average Slope of Net Buildable Area(s) of Site: Minimum Density Factor: 0% -less than 5% 85% 5% . less than 15% 83%, less 1.5% for each 1 % of average slope in exceSs of 5% 15% -less than 40% 66%, less 2.0% for each 1% of average slope in excess of 15% EXAMPLE CALCULATION FOR MINIMUM DENSITY ADJUSTMENTS FOR MODERATE SLOPES: Aprit 22, t997 Page 3 of 4 ... sq. ft o -5% slope increment X 2.5% median slope value = + 10,000 sq. ft 5 -10% slope increment X 7.5% median slope valne ~ 750 + + .. 20,000 sq. ft 10 -15% slope increment X 12.5% median slope value ~ 2,500 + + sq. ft IS -20% slope increment X 17.5% median stope value = + + sq. ft 20 -25% slope increment X 22.5% median slope value ~ + + sq. ft 25 -30% slope increment X 27.5% median slope value ~ + + sq. ft 30 -35% slope increment X 32.5% median slope value ~ + + sq. ft 35 -40% slope increment X 37.5% median slope value ~ + 30,000 Total square feet 3,250 Total square feet in net buildable area adjusted for slope _~3"""-2),,,-0,,-:-::-total square feet adjusted for slope divided by 30,000 total square feet in net buildable area .108333 weighted average slope of net buildable area. _-,I,-,I~o,-,Y",-(Note: multiply by 100 to convert to percent -round up to nearest whole percent) Using the table above, an II % weighted average slope of net buildable area falls within the 5% -less than 15% range which has a minimum density factor of 83%, less 1.5% for each 1 ~/o of average slope in excess of 5%. Since 11 % is 6% above 5%, multiply 6 times 1.5 which would equal 9%. Subtract 9% from 83% for an adjusted minimum density factor of74%. This replaces the minimum density factor in K.C.C. 2IA.12.030 table. VIII, Maximum Dwelling Units Allowed iKC,C. 21A.12.030 -.040): This section should be completed only if the proposal includes application of residential density incentives (K.C.C. 2IA.34) or oansfer of density credit (K.C.C. 21A.36). Maximum density is calculated by adding the bonus or transfer units authorized to the base units calculated in Section III. of this worksheet. The maximum density permitted through residential density incentives is ISO percent of the base density (see Section II.) of the underlying zoning of the development or 200 percent of the base density for proposals with 100 percent affordable units. The maximum density permitted through transfer of density credit is 150 percent of the base density (see Section II.) of the underlying zoning of the development. ~ ___ base density in dwelling units per acre (see Section II.) X 150% = maximum density _-,-__ maximum density in dwelling units per acre X site area in acres = ___ _ maximum dwelling units aJlowed utilizing densilY incentives (K.C.C. 2IA.34) ____ base density in dwelling units per acre (see Section II.) X 200% ~c-____ maximum density maximum density in dwelling units per acre X site area in acres = ___ _ maximum dwelling units allowed utilizing density incentives with 100 percent affordable units(K.C.C. 2IA.34) ____ base density in dwelling units per acre (see Section II.) X 150% ~ maximum density ~ ___ maximum density in dwelling units per acre X site area in acres = ~ __ _ maximum dwelling units alIowed utilizing density transfers (K.C.C. 21A.36) Calculation: ____ base allowable dwelling units calculated in Section III. + bonus units authorized by K.C.C. 21A.34 + transfer units authorized by K.C.C. 21A.36 ~ ___ total dwelling units (cannot exceed maximums calculated above) April 22, 1997 Page4of4 • ® K.C. D.D.E.S. King County Department of Development and Environmental Services Building Services Division 900 Oakesdale Avenue SW Renton, WA 98055-1219 (206) 296-6600 RESIDENTIAL DENSITY CALCULATION WORKSHEET This worksheet will assist you in correctly applying specific portions of the zoning code related to allowable density and will be used to determine if a proposal meets the density provisions of the King County Zoning Code (Title 21A). NOTE: Use this worksheet ONL Y if your proposal is for a residential development on an existing legal lot or for a residential development associated with a residential condominium binding site plan. A separate density worksheet is available for residential subdivision proposals. This worksheet is prepared to assist applicants, and does not replace compliance with adopted local. state and federal laws. A pre-application conference is required for all Type 1 development proposals if the proper1y will have 5,000 square feet of development site or right-of-way improvements, the property is in a critical drainage basin, or the property has a wetland, steep slope, landslide hazard, erosion hazard, or coal mine on site. A pre-application conference is required for all Type 2, 3 or 4 development proposals. Exempt from the requirement for a pre-application conference are I) single family residences and their accessOIY buildings; and 2) other structures where all work is in an existing building and no parking is required or added. You may call 296-6600 to find out if a pre-application conference is needed for your proposal and how a pre-application conference can be arranged. DATE: /-/S"-tJ'Z- NAME OF DEVELOPMENT: La ;:-;'r/-ur7O\.. FILE NO. ___ _ COMPREHENSIVE PLAN LAND USE DESIGNATION: _________ _ ZONING DESIGNATlON(S): R-£3-50 R-/2 -SO COMMUNITY OR SUBAREA PLAN: _______________ _ Ifmore than one zone designation exists on the property, the architectural site plan 111USt show tile boundary between the zones and the area within each. In such cases, the transferring of density across zones on the lot may be pennitted subject to tile provisions of K.C.C. 2IA.12.200. Please complete only the applicable portions of the form. l. Site Area (K.c.c. 21A.06.1172): Site area (in square feet) is the gross liorizontal area of the project site, less submerged lands as defined by K.C.C. 21 A.06.1265, less areas which are required to be dedicated on the perimeter of a project site for public rights-of-way. + _____ square feet in submerged land (any land below the ordinary high water mark -see K.C.C. 2IA.06.1265 and 21A.06.825.) _____ square feet in perimeter rights-of·way which will be required to be dedicated (area 30 feet from center line of road) Total Calculation: 19 ~S;z.. 4-gross horizontal area of the project site _--,-(1 ___ Total submerged lands and rights-ot~way /44(>'11-( R-g),:. 5Z,13G.' (R-I2.)-:' 3,3/5' Ac. 1.1 q t Ac. / q 61 524 Site area in square feet NOTE: To continue calculations) convert site area \ 4, S 12-Site area in acres II. Base Density (K.C.C. 21A,12.030 .040 tables): il1 square feet to acres by dividing by 43,560 &:SLeI,r-DDtS GIS Info J;,. -zMe houlfJane.s The base density is determined by the zone designation(s) for the lot. R-g ; __ 8_~dl1/acre 1<.{'2" /1- April 22, 1997 Page 1 of 4 I ... Ill. Allowable Dwelling Units, Floor Area and Rounding (K.c.c. 21A.12.070): The base number of dwelling units is calculated by multiplying the site area by the base density in dwelliug units per acre (from K.c.c. 21 A.12.030 -.040 tables). R-8'. 3,'3'''-8 R./2; 1,191 R-6 ~ R-,"2. , site area in acres (see Section I.) X ~~/'..:::Z,~~base density (see Section 11.) 2..(". <J2 allowable dwelling units > 14-.3 (" The allowed floor area, which excludes structured or underground parking areas and areas housing mechanical equipment, is calculated by multiplying the site area by the floor to lot area ratio (from K.C.C. 2IA.12.040). ~ ____ site area in square feet (see Section I.) X ~~~~_ floor to lot area ratio (K.C.C. 2IA.12.040) ~ ____ allowed floor area in square feet When calculations result in a fraction, the fraction is rounded to the nearest whole number as follows: I. Fractions of .50 or above shall be rounded up; and /L,c.; "" I ()~ 2. Fractions below .50 shall be rounded down. . -b.e.-e. '--e , f1.....'!. -\.....L--T --t . IV. Required On-site Recreation Space (K.C.C. 21A.14.1S0): f:.J l& _j,(:.; -f~C lP-{(L it -D'O/ -:J--I ,:.t-I '-/ , '8 D I.J-L-f.. When more than four dwelling units are proposed in any residential development in the UR and R zones, stand-alone J ~5\1..- townhouses in the NB zone on property designated Commercial Outside ofeenter in the urban area, or within any (".;;- mixed use development, then the proposal is required to provide recreation space. When recreation space is required, -0· t recreation space mnst be computed by multiplying the recreation space requirement per unit type by the proposed number of such dwelling units (K.C.C. 2IA.14.ISO). NOTE: King County has the discretion to accept a fee in lieu of all or a portion of the required recreation space per K.C.C. 2IA.14.185. Apartments and townhouses developed at a density greater than eight units per acre, and mixed use must provide recreational space as follows: 4/--1-1 n; f s '.9. i 'f-_ /. 4/5" I tic. -., /.1111 S'/ac. I 90 square feet X __ proposed number of studio and one bedroom units 130 square feet X __ proposed number of two bedroom units 170 square feet x..±L proposed number of three or more bedroom units Recreation space requirement +-~=-h370 + w970 TO\vnhouses and single family detached proposals developed at a density of eight units or less per acre must provide recreational space as follows: 390 square feet X __ proposed number of units Mobile home parks shall provide recreational space as follows: 260 square feet X __ proposed number of units V. Net Buildable Area (K.c.c. 21A.06.797): The net buildable area is the site area (see Section 1.) less the following areas: ft areas within a project site which are required to be dedicated for public rights-of-way in excess of sixty feet (60') of width + '11,01 B sensitive areas and their buffers. to the extent they are required by King County to remain undeveloped + __ .Y~~_ areas required for above ground st01111water conh'ol facilities including, but not limited to, retention/detention ponds, biofiltration swales and setbacks from such ponds and swales + (,2 q 0 areas required by King County to be dedicated or reserved as on-site recreation areas (see Section IV.) + ~ ____ regional utility corridors, and + other areas, excluding setbacks, required by King County to remain undeveloped Calculation: April 22, 1997 Page 2 01'4 97,qrlg Total reductions J9b/i24 site area in square feet (see Section I.) q 7 '2og Total reductions 980/0 .net buildable area in square feet NOTE: convert site area in square z ,2,6], net buildable area in acres feet to acres by dividing by 43,560 , VI. Minimum Urban Residential Density IK.C.C. 2IA.l2.060): The minimum density requirement applies only to the R-4 through R-48 zones. Minimum density is determined by mu[tiplying the base density in dwelling units per acre (from K.C.C. 2 [A.12.030 table) by the net bui[dable area of the site in acres and then multiplying the resulting product by the III inimum density percentage from the K,C,C, 211'..12.030 table. The minimum density requirements may be phased or waived by King County in certain cases. See I(.C.C. 211'. 12060(A-B). Calcu[ation: R-8: 8 /<./;?I 12- -~ 85~ R·g; 13:3 . 12)( f.I'7 'I. z..Zb3 -::. J, z. base density in dulac (see Section 11.) X 4.211' net bui[dable area in acres (see Section V.) X minimum density % set forth in K.C.C. 2IA.12.030 or as adjusted in Section VII. • minimum dwelling units reqUired> 5 --.L-rt-'-J Zo. rn J f'L (..{,., IT 'S' /' t "'1 R.ll-7,2.-A proposal to locate a single residential unit on a lot is exempt from the minimum density requirements if the residential unit is located within 15 feet of one or more interior lot lines or the site is pre-planned to demonso'ate that the proposed residential unit is compatible with future division of the site to meet the minimum density requirements .. '1-Hlterio lut line Residence within 15 feet of interior line f-IS feet proposed residential Ull it Pre-planned site proposed residential f-filtllre /0/ line unit flltllre residential unit VII. Minimum Density Adjustments For Moderate Slopes (K.c.c. 2IA.I2.062): Residentia[ developments in the R-4, R-6 and R-8 zones may modify the minimum density factor in K.C.c. 21A. 12.030 based on the weigilted average slope of the net bui[dable area of the site (see Section V.). To determine the weighted average slope, a topographic survey is required to calculate the net buildable area(s) within each of the following slope increments and then mUltiplying ~he number of square feet in each slope increment by the median slope value of each slope increment as follows: sq. ft 0-5% slope increment X + sq. ft 5 -10% slope increment X + sq. ft 10 -15% slope increment X + sq. ft IS -20% slope increment X + sq. ft 20 -25% slope increment X + sq. ft 25 -30% slope increment X + sq. ft 30 -35% slope increment X + sq. ft 35 -40% slope increment X _____ Tota[ square feet in net bui[dable area Calcu[ation: 2.5% median slope value = 7.5% median slope value = 12.5% median slope value ~ 17.5% median slope value = 22.5% median slope value = 27.5% median slope value ~ 32.5% median slope value = 37.5% median slope value = + + ----+ + -----: ----+ _____ Tota[ square feet adjusted for slope _____ total square feet adjusted for slope divided by total square reet in net buildab[e area _____ weighted average slope of net bui[dable area _____ % (Note: multiply by 100 to convert to percent -round up to nearest whole percent) Use the table below to detenuine the minimum density factor. This density is substituted for the minimulll density factor in K.C.c. 21 A.12.030 table when calculating the minimum density as shown in Section VI. of this worksheet. Weighted Average Slope of Net Buildab[e Area(s) of Site: Minimum Density Factor: 0% -less than 5% 85% 5% -less than 15% 83%, less 1.5% for each i % of average slope in excess of 5% 15% -less than 40% 66%, less 2.0% for each 1 % of average slope in excess of l5% EXAMPLE CALCULATiON FOR MINIMUM DENSITY ADJUSTMENTS FOR MODERATE SLOPES: April 22, 1997 Page 3 of 4 + + + + + + _____ sq. ft 0 -5% slope increment X 2.5% median slope value = sq. ft 5 -10% slope increment X 7.5% median slope value = ,-,-"-,,,-,,,=-_sq. fl 10 -15% slope increment X 12.5% median slope value = 10,000 .. 20,000 ----sq. ft IS -20% slope increment X 17.5% median slope value = _____ sq. ft 20 -25% slope increment X 22.5% median slope value = _____ sq. ft 25 -30% slope increment X 27.5'Yo median slope value = _____ sq. ft 30 -35% slope increment X 32.5% median slope value = _____ sq. ft 35 -40% slope increment X 37.5% median slope value = _""""""",-,=-_Total sqnare feet 30,000 in net buildable area 750 2.500 + + -----: ----+ + + 3,250 Total square feet adjusted for slope 3,250 total square feet adjusted for slope divided by 30.000 total square feet in net buildable area . 108333 weighted average slope of net buildable area . II % _-'-'''-'-''---(Note: multiply by I 00 to convert to percent -round up to nearest whole percent) Using the table above, an II % weighted average slope of net buildable area falls within the 5% -less than I 5% range which has a minimum density factor of 83%, less 1.5% for er:lch 1 % of average slope in excess of 5%. Since 11 % is 6% above 5%, multiply 6 times 1.5 which would equal 9%. Subtract 9% from 83% for an adjusted minimum density factor of74%. 111is replaces the minimum density factor in K.C.C. 21A.12.030 table. VIII. Maximum Dwelling Units Allowed (K.C.C. 21A.12.030 -.040): This section should be completed only if the proposal includes application of residential density incentives (K.C.C. 2IA.34) or transfer of density credit (K.C.C. 21A.36). Maximum density is calculated by adding the bonus or transfer units authorized to the base units calculated in Section III. of this worksheet. The maximum density pennitted through residential density incentives is ISO percent of the base density (see Section II.) of the underlying zoning of the development or 200 percent of the base density for proposals with 100 percent affordable units. The maximum density permitted through transfer of density credit is 150 percent of the base density (see Section II.) of the underlying zoning of the development. ____ base density in dwelling units per acre (see Section II.) X 150% ~ maximum density ____ maximum density in dwelling units per acre X site area in acres = ___ _ maximum dwelling units allowed utilizing density incentives (K.C.C. 2IA.34) ____ base density in dwelling units per acre (see Section II.) X 200% = maximum density ____ maximum density in dwelling units per acre X site area in acres = -:-=-=--::-: maximum dwelling units allowed utilizing density incentives with 100 percent affordable units(K.C.C. 21A.34) ____ base density in dwelling units per acre (see Section 11.) X 150% = maximum density ____ maximum density in dwelling units per acre X site area in acres = ___ _ maximum dwelling units allowed utilizing density transfers (K.C.C. 2IA.36) Calculation: ____ base allowable dwelling units calculated in Section III. + bonus units authorized by K.c.c. 21 A.34 + transfer units authorized by K.C.C. 21A,36 ____ total dwelling units (cannot exceed maximums calculated above) April 22, 1997 Page4of4 .. ® King County K,C. O.D.E.S. Der"~tment of Development and Environmental ServIces RESIDENTIAL DENSITY Bllllumg Services DIVISIOn 900 Oak,,",l, Avenue sw CALCULATION Renton, WA 98055-1219 ' . (206) 296·6600 WORKSHEET This worksheet will assist you in correctly applying specific portions of the zoning code related to allowable density and will be used to determine if a proposal meets the deosity provisions of the King County Zoning Code (Title 2IA). NOTE: Use this worksheet ONLY if your proposal is for a residential development on an existing legal lot or for a residential development associated with a residential condominium binding site plan. A separate density worksheet is available Cor residential subdivision proposals. This worksheet is prepared to assist applicants, and does not replace compliance with adopted local, state and federal laws. A pre-application conference is required for all Type I development proposals if the property will have 5,000 square feet of development site or right-of-way improvements, the property is in a critical drainage basin, or the propetty has a wetland, steep slope, landslide hazard, erosion hazard, or coal mine on site. A pre-application conference is required for all Type 2, 3 or 4 development proposals. Exempt from the requirement for a pre-application conference are I) single family residences and their accessory bUildings; and 2) other structures where all work is in an existing building and no parking is required or added. You may call 296-6600 to find out if a pre-application conference is needed for your proposal and how a pre-application conference can be arranged. DATE: /-/5-02..- NAME OF DEVELOPMENT: La Tor/--uI'1O\.. FILE NO. ___ _ COMPREHENSIVE PLAN LAND USE DESIGNA nON: _________ _ ZONINGDESIGNATION(S): R-8-50 R-IZ-SO COMMUNITY OR SUBAREA PLAN: _______________ _ Ifmore than one zone designation exists on the property, the architectural site plan must show the boundary between the zones and the area within each. In such cases, the transferring of density across zones on the lot may be pennitted subject to the provisions ofK.e.e. 2IA.12.200. Please complete only the applicable portions of the form. I. Site Area (K.C.C. 21A.06.1172): Site area (in square feet) is the gross liorizontal area of the project site, less submerged lands as defined by K.e.C. 21 A.06. 1265, less areas which are required to be dedicated on the perimeter of a project site far public rights-of-way. + square feet in submerged land (any land below the ordinary high water mark -see K.e.C. 21 A.06.1265 and 21 A.06.825.) square feet in perimeter rights-of-way which will be required to be dedicated (area 30 feet from center line of road) Total Calculation: /9 &5']. 4 gross horizontal area of the project site _...c:.(!J ___ Total submerged lands and rights-of-way /4 4(3'lN R -g)-:. 5Z,13"2: (R-I2.)" 3,3/-j AL., I. ( Crt fie.. , \ 196, ,2.1 Site area in square feet NOTE: To continue calculations, convert site area ill square feet to acres by dividing by 43,560 4, S 12-. Site area in acres !5a:>d 6'-r-DDtS GI S Info h.r -ZMe I.JOulfdcu;e..s II. Base Density (K.c.c. 21A. 12.030 -.040 tables): The base density is determined by the zone designation(s) for the lot. R-g '_..;8=---_dulacre 1('1'2: April 22, 1997 Page I uf 4 /2.. III. Allowable Dwelling Units, Floor Area anrl Rounding (K.c.c. 21A.12.070): The base number of dwelling units is calculated by multiplying the site area by the base density in dwelling units per acre (from K.C.C. 2IA.12.030 -.040 tables). /(-g,-3,3/5" g R-12; I, J 9/ R-/? ~ R-I'2 ~ site area in acres (see Section I.) X __ ''-.::2-,--_base density (see Section II.) 2.-(,S2 allowable dwelling units > 40, S 8 ~ 4-1 14--,3 (" The allowed floor area, which excludes stmctured or underground parking areas and areas hOllsing mechanical equipment, is calculated by multiplying the site area by the floor to lot area ratio (from K.C.C. 2IA.12.040). _____ site area in square feet (see Section I.) X _____ floor to lot area ratio (K.C.C. 21A.12.040) _____ allowed floor area in square feet When calculations result in a fraction, the fraction is rounded to the nearest whole number as follows: I. Fractions of .50 or above shall be rounded up; and /L. S I t;MJ'·YL,....,V< 2. Fractions below .50 shall be rounded down. . '-i- \;,~...e. "-' , ~-\....vr (I, IV. Required On-site Recreation Space (K.C.C. 21A.14.1S0): , . ~.i,~ f,Q IJ-{ei. it .001 )-1 'ct I '--/ I '8 () 1.-:fL-t When more than four dwelling units are proposed in any residential development in the UR and R zones, stand-alone !~)VL' townhouses in the NB zone on property designated Commercial Outside of Center in the urban area, or within any (l-;t- mixed use development, then the proposal is required to provide recreation space. When recreation space is required, -0· e. recreation space must be computed by multiplying the recreation space requirement per unit type by the proposed number of such dwelling units (K.C.C. 2IA.14.180). NOTE: King County has the discretion to accept a ree in lieu of all or a portion of the required recreation space per K.C.c. 21A.14.185. Apartments and townhouses developed at a density greater than eight units per acre, and mixed use must provide recreational space as follows: 4/--un ;fs /.9. i . f-_ /. 4,5"'1 ac '., /.011 'lac-I 90 square feet X __ proposed number of studio and one bedroom units 130 square feet X __ proposed number of two bedroom units 170 square feet x..±L proposed number of three or more bedroom units Recreation space requirement : """Oh..-:"''''7=-=O=- &.970 Townhouses and single family detached proposals developed at a density of eight units or less per acre must provide recreational space as follows: 390 square feet X __ proposed number of units Mobile home parks shall provide recreational space as follows: 260 square feet X __ proposed number of units V. Net Buildable Area (KC.C. 21A.06.797): The net buildable area is the site area (see Section I.) less the following areas: ft areas within a project site which are required to be dedicated for public rights·of-way in + q (01 B , + ~--=/?f_. ~ excess of sixty feet (60') of width sensitive areas and their buffers. to the extent they are reqnired by King County to remain undeveloped areas required for above ground stOl1nwater control facilities including, but not limited to, / Z q 0 retention/detention ponds, bioliltration swales and setbacks from such ponds and swales + &? areas required by King County to be dedicated or reserved as on-site recreation areas (see Section IV.) +----regional utility corridors, and + other areas, excluding setbacks. required by King County to remain undeveloped ~ nQ o8 Total reductions Calculation: j'16/5'z4 site area in square feet (see Section I.) <{7'108 Total reductions April 22, 1997 Page 2 of 4 ~ 9 B'{' / to net buildable area in square feet NOTE: convert site area in square Z.2.b::s. net buildable area in acres feet to acres by dividing by 43,560 VI. Minimum Urban Residential Density (K.c.c. 2IA.12.060J: The minimum density requirement applies only to the R·LJ through R-48 zones. Minimum density is determined by multiplying the base density in dwelling units per acre (from K.C.C. 2IA. 12.030 table) by the net buildable area oftbe site in acres and then multiplying the resulting product by the minimum density percentage from the K.C.C. 2 I A. I 2.030 table. Tbe minimum density requirements may be pbased or waived by King County in certain cases. See K.C.C. 21 A.12.060(A-B). Calculation: R-8 ~ g . tZ>( 1./"17 ~ z..Zb3 ~ 7, Z- /1,-' Z I /2. base density in dulac (see Section II.) X itS'll' net buildable area in acres (see Section V.) 85111 X minimum density % set forth in K.C.C. 21A. 12.030 or as adjusted in Section VII. /3: 3 minimum dwelling units required> 5 -7 of: /'~ d 712-20. 111 m, to'1I :S /. t A proposal to locate a single residential unit on a lot is exempt from the minimum density requirements if the residential unit is located within 15 feet of one or more interior lot lines or the site is pre-planned to demonso'ate that the proposed residential unit is compatible with future division of the site to meet the minimum density requirements .. 'L.. illterio lot line Residence within 15 feet of interior line r-15 feet proposed residential lin it Pre-planned site proposed residential 't-fulw'e lo/line unit jiilure residential IInit VII. Minimum Density Adjustments For Moderate Slopes (K.C.C. 21A.12.062): Residential developments in the R-4, R-6 and R-8 ZOnes may modifY the minimum density factor in K.C.C. 2IA.12.030 based on the weighted average slope oflhe net buildable area of the site (see Section V.). To delenlline the weighted average slope, a lopographic survey is required to calculate the net buildable area(s) within each ofthe following slope increments and then multiplying the nllmber of square feet in each slope increment by the median slope value of each slope increment as follows: sq. ft 0-5% slope increment X + sq. ft 5 -10% slope increment X + sq. ft 10-15% slope increment X + sq. ft 15 ·20% slope increment X + sq. ft 20 . 25% slope increment X + sq. ft 25 -30% slope increment X + sq. ft 30 -35% slope increment X + sq. ft 35 -40% slope increment X ___ Total square feet in net buildable area Calculation: 2.5% median slope value = 7.5% median slope value = _____ + 12.5% median slope value = + 17.5% median slope value = + 22.5% median slope value = + 27.5% median slope value = + 32.5% median slope value = + 37.5% median slope value = + _____ Total square feet adjusted for slope _____ total square feet adjusted for slope divided by total square feet in net buildable area _____ weighted average slope of net buildable area _____ % (Note: multiply by 100 to convert to percent -round up to nearest whole percent) Use the table below to determine the minimum density factor. This density is substituted for the minimum density factor in K.C.C. 2IA.12.030 table when calculating the minimum density as shown in Section V!. of this worksheet. Weighted Average Slope of Net Buildable Area(s) of Site: Minimum Density Factor: 0% -less than 5% 85% 5% -less than 15% 83%, less 1.5% for each 1 % of average slope in excess of 5% 15% -less than 40% 66%, less 2.0% for each 1% of average slope in excess of 15% EXAMPLE CALCULA nON FOR MINIMUM DENSITY ADJUSTMENTS FOR MODERA TE SLOPES: April 22. t997 Page 3 of4 _____ sq. ft 0 -5% slope increment X 2.5% median slope valne ~ + 10.000 + .. 20,000 + sq. ft 5 -10% slope increment X 7.5% median slope value ~ sq. ft 10 -15% slope increment X 12.5% median slope value ~ _____ sq. ft IS -20% slope increment X 17.5% median slope value ~ _____ sq. ft 20 -25% slope increment X 22.5% median slope value ~ _____ sq. ft 25 -30% slope increment X 27.5% median slope value = _____ sq. it 30 -35% slope increment X 32.5% median slope value = _____ sq. ft 35 -40% slope increment X 37.5% median slope value = + + + + _~3",0",0",0",0_ Total square feet in net buildable area 750 2,500 + + ----+ ----+ + + + 3,250 Total square feet adjusted for slope __ 3""",2d,SOL_ total square feet adjusted for slope divided by 30,000 total square feet in net buildable area .108333 weighted average slope of net buildable area. _...!I'.!I_'",y,,--(Note: multiply by 100 to convert to percent -round up to nearest whole percent) Using the table above, an II % weighted average slope of net buildable area falls within the 5% -less than 15% range which has a minimum density factor of 83%, less 1.5% for each I % of average slope in excess of 5%. Since II % is 6% above 5%, multiply 6 times 1.5 which would equal 9%. Stlbtract 9% from 83% for an adjusted minimum density factor of74%. This replaces the minimum density factor in K.e.e. 21A.12.030 table. VIII, Maximum Dwelling Units Allowed (K.C,C, 21A,12,030 -,040): This section should be completed only if the proposal includes application of residential density incentives (K.e.e. 2IA.34) or transfer of density credit (K.e.C. 21A.36). Maximum density is calculated by adding the bonus or transfer units authorized to the base units calculated in Section III. of this worksheet. The maximum density permitted through residential density incentives is 150 percent of the base density (see Section 11.) of the underlying zoning of the development or 200 percent of the base density for proposals with 100 percent affordable units. The maximum density permitted through transfer of density credit is 150 percent of the base density (see Section II.) of the underlying zoning of the development. ____ base density in dwelling units per acre (see Section II.) X 150% = maximum density ____ maximum density in dwelling units per acre X site area in acres = ___ _ maximum dwelling units allowed utilizing density incentives (K.e.C. 2IA.34) ____ base density in dwelling units per acre (see Section II.) X 200% = maximum density ____ maximum density in dwelling units per acre X site area in acres = ___ _ maximum dwelling units allowed utilizing density incentives with 100 percent affordable units(K.C.C. 21A.34) ____ base density in dwelling units per acre (see Section II.) X 150% = maximum density ____ maximum density in dwelling units per acre X site area in acres = ___ _ maximum dwelling units allowed utilizing density transfers (K.C.C. 2IA.36) Calculation: ____ base allowable dwelling units calculated in Section Ill. + bonus units authorized by K.C.C. 21A.34 + transfer units authorized by K.C.C. 21A.36 ____ total dwelling units (cannot exceed maximums calculated above) April 22, 1997 Page 4 of4 , ® K.C. D.D.E.S. King County Department of Development and Environmental Services Building Services Division 900 Oakesdale Avenue SW Renton, W A 98055-1219 (206) 2%-6600 RESIDENTIAL DENSITY CALCULATION WORKSHEET This worksbeet wi(( assist you in correctly applying specific portions of the zoning code related to allowable density and will be used to determine if a proposal meets the density provisions of the King County Zoning Code (Title 2IA). NOTE: Use this worksheet ONL Y if your pl'Oposal is for a residential development on an existing legallo! or for a residential development associated with a residential condominium binding site plan. A separate density worksheet is available for residential subdivision proposals. This worksheet is prepared to assist applicants, and does not replace compliance with adopted local. state and federal laws. A pre-application conference is required for all Type I development proposals if the property will have 5,000 square feet of development site or right-of-way improvements, the property is in a critical drainage basin, or the propeliy has a wetland, steep slope, landslide hazard, erosion hazard, or caalmine on site. A pre-application conference is required for all Type 2, 3 or 4 development proposals. Exempt from the requirement for a pre-application conference are I) single family residences and their accessOIY buildings; and 2) other structures where all work is in an existing building and no parking is required or added. You may call 296-6600 to find out if a pre-application conference is needed for your proposal and how a pre-application conference can be arranged. DATE: j-/5'-OZ- NAME OF DEVELOPMENT: La r;,,..-..rl.n'7l7\. FILE NO. ___ _ COMPREHENSIVE PLAN LAND USE DESIGNATION: _________ _ ZONING DESIGNATION(S): R-g-So R-/2 -SO COMMUNITY OR SUBAREA PLAN: ________________ _ [[more than one zone designation exists on the property, the architectural site plan must show the boundmy between the zones and the area within each. In such cases, the transferring of density across zones on the lot may be permitted subject to the provisions of K.C.C. 21 A.12.200. Please complete only the applicable portions of the form. I. Site Area (KCC 21 A.06.1172): Site area (in square feet) is the gross horizontal area of the project site, less submerged lands as defined by K.C.C. 21 A.06.1265, less areas which are required to be dedicated on the perimeter of a pl'Oject site for public rights-of-way. + _____ square feet in submerged land (any land below the ordinary high water mark -see K.C.C. 2IA.06.1265 and 21A.06.S2S.) _____ square feet in perimeter rights-of-way which will be required to be dedicated (area 30 feet from center line offOad) Total Calculation: 19 bS" z-4 gross horizontal area of the project site ,44{:,0UR-g),,-3,3/5" A,-. 52,13"2: (F"~Ii!.)-:' /.IQ"1Ac.. \ Total submerged lands and rights-of-way /96, ,24 Site mea in square feet NOTE: To continue calculations, convert site area in square feet to acres by dividing by 43,560 4,S17,.. Site area in acres lSosd ... ", DDe) GIS Info t;r 'ZU/e tOourrc/ar-:e.5, II. Base Density (KCC. 21A. 12.030 -.040 tables): The base density is determined by the zone designation(s) for the lot. R -g ' __ 8_ du/acre R'/2: /7- April 22, 1997 Page 1 of4 III. Allowable Dwelling Units, Floor Area and Rounding IK.C.C. 2lA.12.070): The base number of dwelling units is calculated by multiplying the site area by the base density in dwelling units per acre (from K.C.C. 2IA.12.030 -.040 tables). R· 8, 3,3/':> g P'12: /,191 "'6 ~ R·('2: site area in acres (see Section I.) X _",/c.,::Z-__ base density (see Section 11.) z-b,5"2 allowable dwelling units "> 40, S 8 --') 4 f 14-,3 G. The allowed floor area, which excludes stmctured or underground parking areas and areas housing mechanical equipment, is calculated by multiplying the site area by the floor to lot area ratio (from K.C.C. 21A.12.040). _____ site area in square feet (see Section I.) X _____ floor to lot area ratio (K.c.c. 21A.12.040) _____ allowed floor area in square feet When calculations result in a fraction, the fraction is rounded to the nearest whole number as follows: 1. Fractions of .50 or above shall be rounded up; and )L.t.) S I tilJ 2. Fractions below .50 shall be rounded down. I . "".e...e. '-' e! · f'l-£. --Lv' IV. Required On-site Recreation Space (K.c.c. 21A.14.1S0): C'-•. ~-i,{.:, -e~C 19-{(i-A -00/ ~I '1-. I Lj 1'80 I.,J.-L-t When more than four dwelling units are proposed in any residential development in the UR and R zones, stand-alone J ?f¥L- townhouses in the NB zone on property designated Conunercial Outside of Center in the urban area, or within any (/ '1" mixed use development, then the proposal is required to provide recreation space. When recreation space is required, -U e. recreation space must be computed by multiplying the recreation space requirement per unit type by the proposed number of such dwelling units (K.C.C. 2IA.14.IS0). NOTE: King County has the discretion to accept a fee in lien of all or a portion of the required recreation space per K.c.c. 2IA.14.1S5. Apartments and townhouses developed at a density greater than eight units per acre, and mixed use must provide recreational space as follows: 4/f-U n j" f 5 9. I ~ I- 4,5' I tlc ~ .)... f.lllif-Sjac.. I 90 square feet X __ proposed number of studio and one bedroom units 130 square feet X __ proposed number of two bedroom units 170 square feet X ~ proposed number of three or more bedroom units Recreation space requirement : ---:b"CY=7C':O=- h9?o Townhouses and single family detached proposals developed at a density of eight units or less per acre must provide recreational space as follows: 390 square feet X __ proposed number of units Mobile home parks shall provide recreational space as follows: 260 square feet X __ proposed number of units V. Net Buildable Area (K.c.c. 21A.06.797): The net buildable area is the site area (see Section I.) less the following areas: ft areas within a project site which are required to be dedicated for public rights-of-way in excess of sixty feet (60 ') of width + Cj(i'ol B sensitive areas and their buffers, to the extent they are required by King County to remain undeveloped + __ ff ___ areas required for above ground stormwater conh'ol facilities including, but not limited to, retention/detention ponds, biofiltration swales and setbacks from such ponds and swales + 02. q 0 areas required by King County to be dedicated or resenred as on-site recreation areas (see Section IV.) + _____ regional utility corridors, and + other areas, excluding setbacks, required by King County to remain undeveloped ~ nqog Total reductions Calculation: April 22, 1997 Page 2 of 4 1'16,>z4 site area in square feet (see Section I.) 17'108 Total reductions = '980/ C, net buildable area in square feet NOTE: convert site area in square 2,2.&]' net buildable area in acres feet to acres by dividing by 43,560 ,q..g: R-I?. VI. Minimum Urban Residential Density (K.CC 2IA.12.060): The minimum density requirement applies only to tile R-cl through R-48 lones. Minimum density is determined by m" Itiplyi"g the base density in dwelling units per acre (from K.CC. 21 A.12.030 table) by the net buildable area of the site in acres and then multiplying the resulting product by the minimulll density percentage from the K.C.C. 2IA.12.030 table. The minimum density requirements may be phased or waived by King County in certain cases. See KCC 2IA.12.060(A-B). Calculation: R-B: 8 12)( /./"17 'I. 1..Zb3 ~ 7, Z- R-/21 rz-base density in dulac (see Section I!.) X if..:in· net buildable area in acres (see Section V.) . 8520 X minimulll density % set forth in K.CC 21 A .12 .030 or as adjusted in Section VII. ..J"l'~ minimum dwelling units required> ' ~ -• -.L r(. ~ 7,2-20.-J'nIri,UnJ7:S"/·t A proposal to locate a single residential unit on a lot is exempt from the minimum density requirements if the residential unit is located within 15 feet of one or more interior lot lines or the site is pre-planned to demonstrate that the proposed residential unit is compatible with future division of the site to meet the minimum density requirements .. illterio lot line Residence within 15 feet of interior line -15 feet L-proposed residential unit Pre-planned site proposed residential -(rllw'e 101 line un it fllture residential lInit VII. Minimum Density Adjustments For Moderate Siones (K.c.c. 21A.12.062): Residential developments in the R-4, R-6 and R-8 zones may modil), the minimum density factor in K.CC 2IA.12.030 based on the weighted average slope of the net buildable area of the site (see Section V.). To determine the weighted average slope, a topographic survey is required to calculate the net buildable area(s) within each of the following slope increments and then multiplying t.be number of square feel in each slope increment by the median slope value of each slope increment as follows: _____ sq. ft 0 -5% slope increment X 2.5% median slope value == + _____ sq. ft 5 -10% slope increment X 7.5% median slope value = _____ + + sq. ft 10-15% slope increment X 12.5% median slope value = + + sq. ft 15 -20% slope increment X 17.5% median slope value = + + sq. ft 20 -25% slope increment X 22.5% median slope value = + + ______ sq. ft 25 -30% slope increment X 27.5% median slope value = + + sq. ft 30 -35% slope increment X 32.5% median slope value = + + ____ sq. ft 35 -40% slope increment X 37.5% median slope value = + _____ Total square feet in net buildable area Calculation: _____ Total square feet adjusted for slope _____ total square feet adjusted for slope divided by total square feet in net buildable area _____ weighted average slope of net buildable area _____ % (Note: multiply by 100 to convert to percent -round up to nearest whole percent) Use the table below to determine the minimum density factor. This density is substituted for the minimum density f,ctor in K.C.C. 2IA.12.030 table when calculating the minimum density as shown in Section VI. of this worksheet. Weighted Average Slope of Net Buildable Area(s) of Site: Minimum Density Factor: 0% -less than 5% 85% 5% -less than 15% 83%, less 1.5% for each 1 % of average slope in excess of 5% 15% -less than 40% 66%, less 2.0% for each I % of average slope in excess of 15%) EXAMPLE CALCULATION FOR MINIMUM DENSITY ADJUSTMENTS FOR MODElZA TE SLOPES: April 22, t997 Page J of 4 sq. ft o -5% slope increment X 2.5% median slope value = + 10,000 sq. ft 5 -10% slope increment X 7.5% median slope value = 750 + + .. 20,000 sq. ft 10 -IS% slope increment X 12.5% median slope value = 2.500 + + sq. ft 15 -20% slope increment X 17.5% median slope value = + + sq. ft 20 -25% slope increment X 22.5% median slope value = + + sq. ft 25 -30% slope increment X 27.5% median slope value = + + sq. ft 30 -35% slope increment X 32.5% median slope value = + " sq. ft 35 -40% slope increment X 37.5% median slope value = + _~3,-,0"-,0,,,0",0,--_ Total square feet 3,250 Total square reet in net buildable area adjusted for slope _~3,-,."-2S,,,O,,-_ total square feet adjusted for slope divided by 30,000 total square feet in net buildable area .108333 weighted average slope of net buildable area. _-,1 .... 1--,"',,-0_ (Note: multiply by lOa to convert to percent -rOllnd lip to nearest whole percent) Using the table above, an II % weighted average slope of net buildable area falls within the 5% -less than 15% range which has a minimum density factor of 83%, less 1.5% for each I % of average slope in excess of 5%. Since 11 % is 6% above 5%, multiply 6 times 1.5 which would equal 9%. Subtract 9% from 83% for an adjusted minimum density factor of74%. This replaces the minimum density factor in K.e.C. 2IA.12.030 table. VIII, Maximum Dwelling Units Allowed (K,c'c' 2IA,12,030 -,040): This section should be completed only if the proposal includes application of residential density incentives (K.e.C. 2IA.34) or transfer of density credit (K.e.e. 2IA.36). Maximum density is calculated by adding the bonus or transfer units authorized to the base units calculated in Section lIl. of this worksheet. The maximum density permitted through residential density incentives is ISO percent of the base density (see Section II.) of the underlying zoning of the development or 200 percent of the base density for proposals with 100 percent affordable units. The maximum density permitted through transfer of density credit is ISO percent of the base density (see Section lI.) of the underlying zoning of the development. ____ base density in dwelling units per acre (see Section II.) X 150% = maximum density ____ maximum density in dwelling units per acre X site area in acres = ___ _ maximum dwelling units allowed utilizing density incentives (K.e.e. 21 A.34) ____ base density in dwelling units per acre (see Section lI.) X 200% = maximum density _---,-__ maximum density in dwelling units per acre X site area in acres = ___ _ maximum dwelling units allowed utilizing density incentives with lOa percent affordable units(K.e.e. 2IA.34) ____ base density in dwelling units per acre (see Section 11.) X 150% = maximum density ____ maximum density in dwelling units per acre X site area in acres -___ _ maximum dwelling units allowed utilizing density transfers (K.e.C. 2IA.36) Calculation: ____ base allowable dwelling units calculated in Section lIl. + bonus units authorized by K.e.C. 2 I A.34 + transfer units authorized by K.e.C. 21A.36 ____ total dwelling units (cannot exceed maximums calculated above) April 22, ]997 Page 4 of4 ~C.tml)' Department of Development and Environmental Services 900 ~a.1eA"enllc Southwest Renton. WA 980.5..."-1:19 flD r'E, :f=~ I§: 11!~:. ~ . U1J -JUN 2 8 LOO:) r\.C. D.D.E.::' SUBMITTAL OF ADDmONAL Th'FO~\{ATION AS REQUESTED BY BUILDING SERVlCES DIY1SION Date: ::>b -28 ·05 Return this form and related submittsl items to the King County Building Se:-vi= Division Pc::mit Center. lfyou have any questions. pl= call 19W600. This slip must =mpa.~)' all submittsls of adCitional infO=ticD to Ki.og County Building Services Divis;on. Submittllf5 of sddition-s! infoimstion will not be scceoted without this comolered fonn_ PROJECT NAME: LA Fm~TuI\jA TOi.ONifOMES KlNGCOUNTYTRACKlNGNu"MS"?": 1303DCoc1 La fOytuYlaCSDP ADDRESSOF?ROJECT: 1:2(032-Sf PETf3,OVlrSKY BOA/) APPUCAl<T 1<-B EO'S T CoNsTPlACnoi\ls AGENlNA1iE: D. g. ST8DN.l3 CCMSULt,,1j': PHONENlJMBER: (4-25) 2369631 PEONENl.iMBER: (425) 89..7-3063 ANY QUESTIONS ABOul 'IrE ADDmONAL lNFOR.\1ATION SHOULD BE DIRECTED TO: NAME: ____________________________________________________________ __ FIlL\.! NAME: _______________________________ P,.,ON"E NUMBER: ________________ __ MAILING ADDRESS: _______________________ _ CTIY & ZIP: ____________________ __ STATE TIn: SCOPE OF AI'n' CR .... "fGES OR DEFTh'E TKE ADDmONAL INFORMATION PROVlDED WITH THIS DOCUMENT. DOCl)MENlS SUl3MJ.TITD (LIST.l>J..L DOCu"MENlS ,4,.'<1) TIlER QUA.N'TIT1ES: Desc:iption I. 2. WEt 8.fTENTION PlAN C I -1) 3. 5 In; I?L.AN ( AC.1) . 4. n·:rs lNFOR.V.ATIONREQUESTED BY: DAn-BAUGrH, A\Cp, l)gG~rAM MANAGER ur 2.... i ' -/ CO~: ________________________________________________________ ___ LANDSCAPE BOND QUANTITY WORKSHEET FORM KlNGCOUNTY PROJECTNAME: LaFortuna Commercial Site Develop.~m.?~~ © l5 0 W] ~ r, O\JI Dept. ofDeve1opment , ' and Environmental Services DOES PROJECT #: B03DCOOI ' : ,I, ""., 2 9 2003 LJ 900 Oakesdale A venue Southwest Renton, WA 98055-1219 ADDRESS: 12632 SE Petrovsky Road, KING COUNTY PREPARED BY: THE JAY GROUP PHONE:ct3fO) 1&5~,il:t59 Bonds are based upon required landscaping only and will be posted for performance and/or maintenance, Required landscaping includes perimeter landscaping, surface parking area landscaping, (KCC 21A 16) and any landscaping required by SEPA enviromncnta! review, The maintenance period i. for the life of the project, however, after posting for maintenance, the performance bond will be reduced to 30% ($1,000.00 minimum) and be held for a two year period, Upon re-inspection of the site the bond will be released if the site has been properly maintained (21A 16, 180). A landscape maintenance inspection deposit of $316.80 is required prior to permit issuance to covel' the costs of the 2-year maintenance inspection. Landscape inspections are bilJed at the current hourly rate once the initial deposit is exhausted. If the project has not been maintained and there are dead trees, shrubs, gr01md cover, or other deficiencies noted in the required landscaping, the bond will be held until the deficiencies are corrected. UNIT PRICE UNITTYl'E QUANTITY PRICE SOD LAWN AREAS $500,00 MSF (1000 SQ. FT) NA HYDROSEEDING $50.00 MSF (1000 SQ, FT) 9,61 $480,00 SOIL PREPARATION A TOPSOIL (6 INCHES DEEP) $25.00 CY (CUBIC YARD) 548CY $13,700,00 B. MULCH (2 INCHES DEEP) $4,00 SY (SQUARE YARD) 165 SY $660,00 C, PEAT MOSS (TWO INCHES DEEP) $2,30 SY (SQUARE YARD) NA D. COMPOST (3 INCHES DEEP & TILLING $26,00 SY (SQUARE YARD) NA E, FERTILIZER $6,67 CY (CUBIC YARD) NA PLANT MATERIALS A DECIDUOUS IREES 1.75 -2,00" CALIPER (minimum height 10') $250,00 EACH COST & LABOR 33 $8,250,00 PERIMETER & PARKlNG AREAS 1.5 -1.75" CALIPER (MIN, HI. 10') $225,00 EACH COST & LABOR 63 $14,175.00 INTERIOR LANDSCAPING OR OlHER B, EVERGREEN IREES FIVE (5) FEET OR ABOVE $150,00 EACH COST & LABOR 50 $7,500,00 C, SHRUBS 535.00 EACH COST & LABOR 873 $30,555,00 BOND AMOUNT SUB TOTAL: SUB TOTAL BOND AMOUNT $ $74,661,16 $74,661.16.00 UNIT PRICE UNITTVPE QUANTITY PRICE D. GROUND COVER $4.00 EACH COST & LABOR 946 $3,784.00 MISCELLANEOUS TREE STAKES 3rrREE $2.65 EACH PER STAKE & 292 $773.80 LABOR FENCING: LINEAR FOOT SOLID WOOD CEDAR $28.50 INCLUDES LABOR BERMING $17.50 LINEAR FOOT INCLUDES LABOR IRRIGATION 80¢ SQUARE FOOT 29,610 SF $23,688.00 ADDmONAL ITEMS Play Structure $10,755.00 EACH $13,981.50 I $13,981.00 Deluxe Park Grill $115.00 EACH $149.50 2 $299.00 Pennanent Angle Leg Bench $295.00 EACH $383.50 I $383.50 Standard Picnic Table $409.00 EACH $531.70 4 $2,126.80 SUB TOTAL BOND AMOUNT BOND SUB TOTAL: $119,697.76 Add 30% of the Bond Sub-Total for Contingency in accordance with 30 % CONTINGENCY: Financial Guarantee Ordinance 120220, Section 13. $ 35,909.33 TOTAL BOND PRICE TOTAL BOND PRICE: $155,607.09 RevISed LBQW 8129/2001 Ik,i~n N"l~: it,,, C!dlc'l,cl; l'iay,I,-"lllllc $10,755 CHALLENGERS® $12,694 PLAYMAKERS® As Shmm: 23 BClrdt:r Til!1bcrs 23-6' (23-Unm) 13 Capacity: Size: (Ise ZOlle: Weight: ]n~tallatjon; _;;:;(lld ~cnar;ltdv Oil pa!,:C 75 350-0103 500-0103 "1\1) Eyents Challengrrs Up to -Hl chilchcn :lge~ 5 lO 12 yrs. "laYlIlakt'rs Up w .-1-(, childn:1l ages:; In 12 yr~ Challengers ~:::,'"\. 3[' x II' 16,71111 S '),-+5n1 x 3 _~:'llIJ IJhlYllu_tlu~rs 2-1-' x 32' A 12' O,:'21ll x 9.75111 x 3/lm1} Challengers ,\5':-.4+ 110.67111 \ 13Alm) 1'1:"IYlllakers ,j(/ ,\ -+-1' ( IO.cJ71ll X I JA 1m ) Challengers 2()O(1 lb_~ (909.92kg) PlaYlIlakers 2h66 :bs 112(Jl).29kgJ .-\rrw)", .'iJ h\)lI1S All pby CqUif)i!lCIlI musl be ill~lalkd nvt.:1 ~\Il illlP~IC1-:II)~orbillg ."lln'JCl", STEEL BIKE RACK These atLractive, easy-Io-assemhk hike racks can be ponablc or lagged onto existing hard surfaces. Main framework is 1-5/8" 0.0. galvanized pipe with 1-1116' 0.0. galvanized pipe. All fasteners are plated. Available in your choice of paint color (see page 145). Model ZZXXI 64 I shown in Seafuam. LOOP BIKE RACK $219 ZZXX1353 IN-GROUND Style: Weight: 78" (t,98mJ 87Allbs. (J9,64kg) $209 ZZXX1353S SURFACE MOUNT Style: 78" (1,98111) Weight: 79 lh~. (35,8UkgJ Easy-l{)-in~lall unit r~~tllres live opelling~ am! is JDilde of3" 0.0. galvallized-~teellUbjng. Available in your choice of paint color (sec rage 145). Model ZZXX1353 shown in Red. DELUXE PARK GRILL $115 ZZXX1451 Style: Permalll.:nt Weight: 82.71 Ihs.l:'7,52kgl Tough enollgh [0 last fur yei.lrs~ Fire box is made 01" 3/16" "tee! plate and swivels 360" ror draft c:ontrol. Cooking grate i, nwde of 112" ~nd 5/8" sled bal's with ~9J ~qll:lf(~ inches of cooking surface and is 4-way 'ldjustublc for tllokmg L'Olllrul. Fealliles ~ 2-.1/8" 0.0. galvaaized pipe Ihcl'!-resisL:ml ~\lpporl post. S359 PORTABLE STRAIGHT LEG BENCH RECYCLED PLASTIC Size: Weight: ZZXX9030 6' x 2' (UI.11l1 x O,60m) 105.77 I". (47,98kg) MIJlkl ZZXX0U]{) ~Ii[)w[) willi ['Ialllllllllliame $295 PERMANENT ANGLE LEG BENCH RECYCLED PLASTIC Size; Weight: ZZXX9010 6' x 2' (1 ,83m x O.60m) 1(J5.72 Ib~. (47,95kg) Playworld Systems·" dumble Park Benches regllire very little maintenance, making them ideal additiuns to nny pnr].: OJ playground site. Seal, nrc made of Recycled Pins lie planks. All frames are 2-J/8" a.D. galv,JllIZed pipe with AlumiJllllii end caps and are available in yOllr choice of pninL color (sec page 145). S325 STYLEX I BENCH RECYCLED PLASTIC ZZXX9020 Size: 6' (1.o3m) Weight: 1 J 7.70 Ibs. (53,43kg) The open design of tile Sly]eX 1 ,illow~ for flexibility in placemefll and seiltillg. Leg~ are 3" O.D. gnl\'~nized pipe uno IN' 3" x 3" angle iron finished in supertough powder coaling. BEl ~ 6' Stylex I Benches can be sllipped via UPS. $399 KINGS WOOD BENCH RECYCLED PLASTIC ZZXX1540 Si7.e: 6" (1.83m) Weight: 170.14 Ills. (80,80kg) This traditiolblyk bench fCMurcs six 4" .\ 2" Recycled Plastic planks for back and ~eat, making it a, ourable umI wcather-re . .,isllInl a~ it i~ beautiful. HEAVY-DUTY PICNIC TABLE S465 ZZXX911 0 Size: 6'x2'6" (1,83mxO,76m) Weight: 247.5 lbs. (112,27kg) TIlese highly durable lable~ feattlre one-piece end frames made of 2-3/8' O.D. galvanized pipe with 3/16" x 4" x J" formed steel board-mounting brackel,. 1-1116" 0.0. galvanized pipe cross braces pmvidc extra sirength and rigidity. Wheekbair-accessible llibles are designed to accommodate wheelchairs with tabletops extending an extra fooL beyond the fmme at both ends. Seats anu tabletop plank:; are Recycled Plastic. Frame available in your choice or paint color {see page 145).6' Heavy-Duty Picnic Table shuwn in Recycled Plastic wiLh Ruby Frame. STANDARD PICNIC TABLE S409 ZZXX9100 Size: Weight: 6' x 2'6" (1,83m x O,76m) 216.5lb,. (98.20kg) Our Standard Picnic Tables feature one-piece end frames made of 1-518" O.D. galvanized pipe with 3/16" x 4" x I" formed steel board-mounting bmckets. 1-1116" O.D. galvanized pipe cross braces provide strength and rigidity. Seats and tabletop planks are Recycled Plastic. Frame available in your choice of paint color (see page 145). Shown in Recycled Plastic wiLh .. \.1.ure frame. • ~ LITTER RECEPTACLE PERMANENT S265 ZZXX8020 Volume: Slats: Weight: 32 gal. (121,10 liters) Recycled Plastic n.74Ibs. {42.07kg) REPLACEMENT CONTAINER S20 ZZXX8060 Volume: Slats: Weight: 32 gal. (J2J .10 hh::rs) Plastic 5 Ibs. (2.JOlg) SLeel frame with 2 x 4 sIms in Recyclt:d Plaslic. ;\>,-ail;lhlc in .:ither rennan~l1l or freestanding models. All receJltacies ~hirp~d eOll1rl!!l~ with 32-g~\llon black rla~lic container and lid. ·0,.· , "R" . ( The Jav Group, Inc. LandlColpe Archifecls, Civil En~ineers and Environmental Consultants WATER BUDGET CALCULATIONS Date: Project: For: 5/21103 La Fortuna Townhouses Karl Best (425) 397-0739 Total Lawn Area: Total Shrub Area: Total NativelBuffer Area: Total Area: Shrub Plant Factor: 9,650 SF 8,910 SF 11,050 SF 29,610 SF .04/.25 Drought tolerant NW Native shrubs were used in buffer areas and a mix of ornamental trees, shrubs and groundcover using low to medium water requirements were planted in parks and common areas. Irrigation zones have taken local exposure factors into account. Irrigation Water Budget WB= (ETO) (AF) (LA) (CF) WB= 14.49 x.8 x 29,610 x 0.62 = 212,808 Gallons per growing season Estimated Water Use EWO= (TO) (PF) (RA) (CF) / (IE) Lawn EWU= 14.49 x.7 x 9,650 x 0.62 / 0.625 = 97,097 G/S Shrub EWU= 14.49 x .04 x 8,910 x 0.62 / 0.625 = 5,123 G/S Native EWU= 14.49 x .25 x 11,050 x 0.62 / 0.625 = 39,708 G/S Prepared By: George Kaage Paul Jay EWU = 141,928 Gal. Per growing season WB = 212,808 Gal. Per growing season Washington Registered Landscape Architect 1927 -5th Street • Marysville, WA 98270 • (360) 659-8159 • ~ax: (360) 651·7252 • e-mail: mail@iawoupllc.com GolI, Shirley From: Gall, Shirley Sent: Tuesday, February 18,200311 :52 AM To: Subject: 'ggreen@seattletimes.com'; 'Iegals.bellevue@kingcountyjournal.com' legal ads requests I have a couple of legal ad requests if possible can I get them both published by Monday, the 24th of Feb.? Thanks KING COUNTY DEPT. OF DEVELOPMENT & ENVIRONMENTAL SERVICES (DDES) 900 Oakesdale Ave SW, Renton, WA 98055-1219 NOTICE OF BUILDING PERMIT APPLICATION REQUEST: Building Permit File: B03M0111 Applicant: Federal Way School District #210 Location: 35675 32 nd Ave. S. Proposal: Modify exist bus drop off area, add parent drop off area, visitor, staff parking & loading areas; w/storm drainage & landscaping Project Planner: Angelica Velasquez Phone (206) 296-7136 COMMENT PROCEDURES: DOES_will issue an environmental determination on this application following a 21-day comment period ending on March 27, 2003, Written comments and additional information can be obtained by contacting DOES at the address above or by phoning 206-296-6600. Published this 24th day of February, 2003 KING COUNTY DEPT. OF DEVELOPMENT & ENVIRONMENTAL SERVICES (DDES) 900 Oakesdale Ave SW, Renton, WA 98055-1219 NOTICE OF BUILDING PERMIT APPLICATION REQUEST: Building Permit File: B03DC001 Applicant: La Fortuna LLC Attn: Karl Best Location: 12632 SE Petrovisky Rd Proposal: Construct 41 future town homes w/road, drainage, grading & other utilities. Project Planner: Angelica Velasquez Phone (206) 296-7136 COMMENT PROCEDURES: DOES_will issue an environmental determination on this application following a 21-day comment period ending on March 31,2003. Written comments and additional information can be obtained by contacting DOES at the address above or by phoning 206-296-6600. Published this 24th day of February, 2003 1 , LANDSCAPE BOND QUANTITY WORKSHEET FORM KING COUNTY PROJECTNAME: LaFortuna Commercial Site Development Dept. ofDevelopment IDJ ~ © ~ 0 'Wi ~ P :~ ~;~=::"~~~:~~~thwest DDES PROJECT # B03DCOOI \~ &J Renton, WA 98055-1219 ADDRESS: 12632 SE Petrovsky Road. KING COUNTY MAY 2 9 2003 PREPARED BY: THE JAY GROUP PHONE: (360) 659-8159 Bonds are based upon required landscaping only and will be posted for performance and/or maintenance. Requ!~ 9.nRca~~ £iUdeS perimeter landscaping, surface parking area landscaping, (KCC 21A.16) and any landscaping required by SEPA environmental review. The maintenance period is for the life of the project, however, after posting for maintenance, the performance bond will be reduced to 30% ($1,000.00 minimum) and be held for. two year period. Upon re-inspection of the site the bond will be released if the site has been properly maintained (21A.16.180). A landscape maintenance inspection deposit of $316.80 is required prior to permit issuance to cover the costs of the 2-year maintenance inspection. Landscape inspections are billed at the current hourly rate once the initial deposit is exhausted. If the project has not been maintained and there are dead trees, shrubs, ground cover, or other deficiencies noted in the required landscaping, the bond will be held until the deficiencies are corrected. UNIT PRICE UNIT TYPE QUANTITY PRICE SOD LAWN AREAS $500.00 MSF (1000 SQ. IT) NA HYDROSEEDING $50.00 MSF (1000 SQ. IT) 9.61 $480.00 SOIL PREPARATION A TOPSOIL (6 INCHES DEEP) $25.00 CY (CUBIC YARD) 548CY $13,700.00 B. MULCH (2 INCHES DEEP) $4,00 SY (SQUARE YARD) 165 SY $660.00 C. PEAT MOSS (TWO INCHES DEEP) $2,30 SY (SQUARE YARD) NA D. COMPOST (3 INCHES DEEP & TILLING $26.00 SY (SQUARE YARD) NA E. FERTILIZER $6.67 CY (CUBIC YARD) NA PLANT MATERIALS A DECIDUOUS 1REES 1.75 -2.00" CALIPER (minimum height 10') $250.00 EACH COST & LABOR 33 $8,250,00 PERIMETER & PARKING AREAS 1.5 -1.75" CALIPER (MIN. lIT. 10') $225.00 EACH COST & LABOR 63 $14,175.00 lNTERlOR LANDSCAPING OR OTIlER B. EVERGREEN 1REES FIVE (5) FEET OR ABOVE $150.00 EACH COST & LABOR 50 $7,500.00 C. SHRUBS $35.00 EACH COST & LABOR 873 $30,555.00 BOND AMOUNT SUB TOTAL: SUB TOTAL BOND AMOUNT $ $74.661.16 $74,661.16.00 \ UNIT PRICE UNITTVPE QUANTITY PRICE D GROUND COVER $4.00EACII COST & LABOR 946 $3,784.00 MISCELLANEOUS TREE STAKES 3rrREE $2.65 EACH PER STAKE & 292 $773.80 LABOR FENCING: LlNEARFooT SOLID WOOD CEDAR $28.50 INCLUDES LABOR BERMING $17.50 LlNEARFOOT INCLUDES LABOR IRRIGATION 80¢ SQUARE FOOT 29,610 SF $23,688,00 ADDIDONAL ITEMS Play Structure $10,755.00 EACH $13,98\.50 1 $13,981.00 Deluxe Park Gri1I $115.00 EACH $149,50 2 $299.00 Permanent Augle Leg Bench $295.00 EACH $383,50 1 $383.50 Standard Picnic Table $409.00 EACH $531.70 4 $2,126.80 SUB TOTAL BOND AMOUNT BOND SUB TOTAL: $119,697.76 Add 30% of the Bond Sub-Total for Contingency in accordance with 30 % CONTINGENCY: Financial Guarantee Ordinance 120220, Section 13, $ 35,909.33 TOTAL BOND PRICE TOTAL BOND PRICE: $155,607,09 Revised LBQW 8/2912001 1 m [)l~i~1l :,\,,1": .;".1 ('I\"llengc'" pl"\"i"" ILile Sl 0,755 CHALLENGERS® S12,694 PLAYMAKERS® o O 0." -b:J:~~, As Sbown: n 8m-Ller Timb~rs 23-6 CD-I,83m! C:.tpadty: Size: Use ZOlle: lnstallatioll: 0;;11111 ~\~n~\raldv un p:l!:''..! 75 350-0103 500-0103 PIa)' EvcnLs Clmllengcrs Up III ,H) cbikll'cn agc~."i [(I 1'2 yrs I'laYlll:lkcrs Up to .16 c:hildrcn a~c~ .:'i IlJ 12 yrs Challfn!!cr~ :2')., .~j' >. 11' Ib.71m:.; 0.45111 x 3 35111) Pbymakers 24' x _,2' x 1'2' i7.,i2111 x 9.7Sm " :'.bbm) Clmllcngl'rs .lS x -l.:J-' 110.h7m x 1:;..-1-\ m) ()!ayma}.:crs 36'). ...\4' i ]0,97111 x 1."1, lilll) Challcngcrs 200() lr.s. (c)(jl),92kgJ Phlym,lkers 26M lhs. I 12(Jl).2!)kg! Appro;>,., _~.., hours :\11 rl:tv O::l[uipll1cnt l1lU~1 be i:l~lulkd ovcr ~\!l i!llP,lt::t<lb~ulbing SLIl"IJC:l' STEEL BIKE RACK Model Style Openings ZZXX16lil ZZXXl642 Portable AuachabJe 8 8 These attractive, easy-to-a'>Semhlf'; hike racks can he portable or lagged unto existing hard surroccs. Main framework is 1-5/8" 0.0. galvanized pipe with 1-1116" 0.0. galvanized pipe. All fasteners are plated. Available in your choice of paint color (see page 145). Model ZZXXl641 shown in Seafoam. LOOP BIKE RACK $219 ZZXX1353 IN-GROUND Style: 7S" (],98m) Weight: 87 Al Ibs. 09.h4kg) $209 ZZXX1353S SURFACE MOUNT Style: 78" ([,98111) Weight: 79 Ibs. (35,80kg) E<L~y"l(l-in~lalilinil features live openings and is made or 3" 0.0. galvanized-steel tubing_ AvaI!ablc in your choice of paint color (see page 145). Model ZZXXlJ53 shown in Red. DELUXE PARK GRILL $115 ZZXX1451 Style; Perm<lllL'nt Weight: 82.71 Ib.\. 137.)2kgl Tough enough to last for yC'-l!}i I Fire box is made of 3f! 6" steel plote :md swivels 3600 for dr:J1"i conlmL Conking grale is made of 112" :Jnd 5/8" steel bars with 21)] square inches of cookin.!! sl1rince and i . ., 4-way adjl1Slablc for couking conlml. FeatLires a 2-3/8" o.D. galv<lnized pipe thcft-resi.~lalll slippllrl [Xlsi. $359 PORTABLE STRAIGHT LEG BENCH RECYCLED PLASTIC Size: Weight: ZZXX9030 6' x 2' (],83nl x O.60m) 1O."i.77 Jbs. (47,98kg) !v1odri ZZXX9()]() ,")U)WIl wilh Pialilllllll i'r:UII~ $295 PERMANENT ANGLE LEG BENCH RECYCLED PLASTIC Size: \Veight: ZZXX9010 6' x 2' (1,83111 x O,nOm) 1(J5.T:1. Ibs. (47,95kg) Play\\'orlu Systems·" dlHable Park Benches require very Itltle maintenance. makiug Lhem ideal nddiliuns to any park or plaY£,'Tound sile. Sems are made or Recycled Plastic planks. All frallles are 2-318" 0.0. galv:Jll1Zcd pipe wiLh Aluminum end caps and arc nvailable in your choice of pain! color (see page 145). $325 STYLEX I BENCH RECYCLED PLASTIC ZZXX9020 Size! 6' (1 ,83m) Weight: 117.78 lbs. (S3,43kg) The O~n dc,',ign or the Style\ I allows for flexibility in placement and sealing. Legs are J" O.D. galvaniz.cd pipe anei 1/4" 3" x 1" angle iron finished in sUpCI10llgh powder conling BEl ~ 6' Sly lex I Benchc~ can be -"hipped via UPS. $399 KINGS WOOD BENCH RECYCLED PLASTIC ZZXX1540 Size: 6'(],8Jm) Weight: 1 7B.14 los (80.ROkg) Thi.~ tradition-style belldl features ~ix 4" :\ 2" Recycied Plastic planks for back and ~e<lt, making it ilS durable and weathCl-['e~istant ns il is beautiful. HEAVY-DUTY PICNIC TABLE $465 ZZXX9110 Size: Weight: 6' X 2'6" (1.83m X O,7Iltn) 247.5 lbs. (l12,27kg) These highly durable tables fcnture one-piece end frames made of 2-3/8" 0.0. galvanized pipe with 3/16" x 4" xl" fanned steel board-mounting bmckets. 1-1/16" 0.0. galvanized pipe cross braces provide extra strength and rigidity. Wheelchair-acces.sible tables are designed to accommodate wheelchairs with tabletops extending an extra foot beyond the frame at hoth ends. Seats and tahletop planks nre Recycled Plastic. Frame available in your choice of paint color (see page 145),6' Heavy-Duty Picnic Table shown in Recycled Plastic with Ruby Frame. STANDARD PICNIC TABLE $409 ZZXX9100 Size: Weight: fi' x 2'6" (I,83m x O,76m) 216.5 Ibs. (98,20kg) OUf Standard Picnic Thbles feature one-piece end frames made of 1-5/8" O.D. galvanized pipe with 3116" x 4" x 1" formed steel board-mounting brackets. 1-1116" OD. galvanized pipe cross hraces provide strength and rigidity. Seats and tabletop planks are Recycled Plastic. FrJInc available in your choice of painL color (see page 145). Shown in Recycled PIa.~Lic with Azure framc. • ~ L1TIER RECEPTACLE PERMANENT $265 ZZXX8020 Volume: Slats: Weight: 32 gal. (121, 10 IiLm) Recych:l Plastic 92.74Ihs. (4~.07kgJ REPLACEMENT CONTAINER $20 ZZXX8060 Volume: Slats: Weight: 32 gal. (121,10 liters) PlasLic Sibs. 12.30kgJ Steel frame with 2 x 4 slats in Recycled Plastic. A";.J.iIJbk m either pcnnancilt or freestanding models. All reecptJclcs shipped complete with 3J-ga\lon black plastic container and lid. ( The Jav Group, Inc. Landscape Architects, Civil En~ineers and Environmental Consultants WATER BUDGET CALCULA nONS Date: Project: For: 5/21103 La Fortuna Townhouses Karl Best (425) 397-0739 Total Lawn Area: Total Shrub Area: Total NativelBuffer Area: Total Area: Shrub Plant Factor: 9,650 SF 8,910 SF 11,050 SF 29,610 SF .04 I .25 Drought tolerant NW Native shrubs were used in buffer areas and a mix of ornamental trees, shrubs and groundcover using low to medium water requirements were planted in parks and common areas. Irrigation zones have taken local exposure factors into account. Irrigation Water Budget WB= (ETO) (AF) (LA) (CF) WB= 14.49 x.8 x 29,610 x 0.62 = 212,808 Gallons per growing season Estimated Water Use EWO= (TO) (PF) (HA) (CF) I (IE) Lawn EWU= 14.49 x.7 x 9,650 x 0.62 I 0.625 = 97,097 GIS Shrub EWU= 14.49 x .04 x 8,910 x 0.62 I 0.625 = 5,123 GIS Native EWU= 14.49 x .25 x 11,050 x 0.62 10.625 = 39,708 GIS Prepared By: George Kaage Paul Jay EWU = 141,928 Gal. Per growing season WB = 212,808 Gal. Per growing season Washington Registered Landscape Architect 1927 -51h Sireel • MarVlviile, WA 98270 • (360) 659-8159 • ~ax: (360) 651-7252 • e-mail: mail@iaHroupilc.(om • LANDSCAPE BOND QUANTITY WORKSHEET FORM KING COUNTY PROJECTNAME LaFortuna Commercial Site Devel!ppl'!\,~(C~ @,uW@ '1lQ)' Dept. of Development ! Tj,' _ '0/ and Environmental Services DOES PROJECT #: B03DCOOI LlJ MAY 2 g 2DG3 ' 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 ADDRESS: 12632 SE PetroYsky Road. KING COUNTY PREPARED BY: THE JAY GROUP PHOlllf;a3®)!:a:HI.i159 Bonds are based upon required landscaping only and will be posted for performance and/or maintenance. Required landscaping includes perimeter landscaping, surface parking area landscaping, (KCC 21A 16) and any landscaping required by SEPA environmental review. The maintenance period i. for the life of the project, however, after posting for maintenance, the performance bond will be reduced to 30% ($1,000.00 minimum) and be held for a two year period. Upon re-inspection of the site the bond will be released if the site bas been properly maintained (21A 16.180). A landscape maintenance inspection deposit of $316.80 is required prior to permit issuance to cover the costs of the 2-year maintenance inspection. Landscape inspections are billed at the current hourly rate once the initial deposit is exhausted. If the project has not been maintained and there are dead trees, shrubs, ground cover, or other deficiencies noted in the required landscaping, the bond will be held until the deficiencies are corrected. UNIT PRICE UNITTVPE QUANTITY PRICE SOD LAWN AREAS $500.00 MSF (1000 SQ. FT) NA HYDROSEEDING $50.00 MSF (1000 SQ. FT) 9.61 $480.00 SOIL PREPARATION A. TOPSOIL (6 INCHES DEEP) $25.00 CY (CUBIC YARD) 548CY $13,700.00 B. MULCH (2 INCHES DEEP) $4.00 SY (SQUARE YARD) 165 SY $660.00 C. PEAT MOSS (TWO INCHES DEEP) $2.30 SY (SQUARE YARD) NA D. COMPOST (3 INCHES DEEP & TILLING $26.00 SY (SQUARE YARD) NA E. FERTILIZER $6.67 CY (CUBIC YARD) NA PLANT MATERIALS A. DECIDUOUS TREES 1.75 -2.00' CALIPER (minimum height 10') $250.00 EACH COST & LABOR 33 $8,250.00 PERIMEJER & PARKING AREAS 1.5 -1.75" CALIPER (MIN. HI. 10') $225.00 EACH COST & LABOR 63 $14,175.00 INTERIOR LANDSCAPING OR OlHER B. EVERGREEN TREES FIVE (5) FEET OR ABOVE $150.00 EACH COST & LABOR 50 $7,500.00 C. SHRUBS $35.00 EACH COST & LABOR 873 $30,555.00 BOND AMOUNT SUB TOTAL: SUB TOTAL BOND AMOUNT $ $74.661.16 $74,661.16.00 UNIT PRICE UNITTYl'E QUANTITY PRICE D. GROUND COVER $4.00 EACH COST & LABOR 946 $3,784.00 MISCELLANEOUS TREE STAKES 3rrREE $2.65 EACH PER STAKE & 292 $773.80 LABOR FENCING: LlNEARFooT SOLID WOOD CEDAR $28.50 INCLUDES LABOR BERMING $17.50 LINEAR FOOT INCLUDES LABOR IRRIGATION 80¢ SQUARE FOOT 29,610 SF $23,688.00 ADDTIlONAL ITEMS Play Structure $10,755.00 EACH $13,981.50 I $13,981.00 Deluxe Park Grill $115.00 EACH $149.50 2 $299.00 Permanent Angle Leg Bench $295.00 EACH $383.50 I $383.50 SUmdard Picnic Table $409.00 EACH $531.70 4 $2,126.80 SUB TOTAL BOND AMOUNT BOND SUB TOTAL: $119,697.76 Add 30% of the Bond Sub-Total for Contingency in accordance with 30 % CONTINGENCY: Financial Guarantee Ordinance 120220, Section 13. $ 35,909.33 TOTAL BOND PRICE TOTAL BOND PRICE: $155,607.09 Revised LBQW 8/29/2001 m lh',i~n ~II!": A'.I CI"dkng<'f' I'i.L;.'ir'.lc\llle $10,755 CHALLENGERS® $12,694 PLAYMAKERS® C,lpacity: Size: Use ZOlle: Weight: Installation: 350-0103 500-0103 Play Enuls Ch:lliengers ep tu -Hl chilchcn age\:, I{l I~ yrs. Phlynulkcrs Up to -l-6 chihin:1l ::lg.:s :) III 12 yL~ Ch~lllengers ~2' ,\ 31' x I I' (6,7 I In X. lJ,-J.51ll x 3.35111J Playmakcrs 2A' x. :'2' ).. 12' 17 32m :-. l)).'im x 3.o()[1I) ChallcllHl'I'S 3:'i' ,,-tool-' (10.67111 x Playnwkers -"16' x -l--l' {jl),!)j1l1 ,\ U . ...l.ltnl \.\.-1-11111 Challengers 200() lhe. IlJ09.92kg) I'laYJ1l:lkcrs 2(lC16 Ibs. (1209 .. 291'B I Appro\. 53 hOlll"~ All play equipillCElll1lllS1 be inslalkd OVCI ~m impacl-absorhing ,~Urf[lCC. • STEEL BIKE RACK Model ZZXXl643 Portable 18 10' 13m) 142.09Ib,. 164,45kg) $~75 mXl64l4 Attachable 18 10' Om) 144.73 Ibs. (6S,6Skg) $~75 These attractive, easy-to-assemhle hike racks can be portnbtc or lagged onto exi.~ting hard surfaces. Main framework is 1-5/8" 0.0. galvanized pipe with 1-1116' 0.0. galvanized pipe. All fasteners are plated. Available in your choice of paint color (see page 145). Model ZZXXI641 shown in Seafoarn. LOOP BIKE RACK S219 ZZXX1353 IN-GROUND Style: Weight: 78" (1,98m) 87.4llb,.IJ9,64kg) S209 ZZXX1353S SURFACE MOUNT Style: 78" (l,98m) \"'cight: 79 Jbs. rJ5,80kgJ F.asy-Lo-in~!~11 unit r~::ltllres live openings auu is Illude of 3" 0.0. galvanizeLl-sleellubing. Available in your choice of paint color fsee page ].:lSJ. Model ZZXX1353 shown in Red. DELUXE PARK GRILL S115 ZZXX1451 Style: PermanL'nt \\ldJ,:ht: 82.71Ih~. 137,52lgl Tough enough (0 last for ye:1I s~ Fire box is made 01" J/! 6" steel plale and swivels 360Q [or draft control. Cooking grate IS made of 112" and 5/8" sled bars with 2l)] squ:~re inches of cooking surf:lCC and is 4-w<.Jy adjustable for cooking: control. PealLires a 2-3/8" O.D. gaivUllil.ed pipe theil-resistant ~lIpporl post. • r-- Ml)dcl /./.X\(J(nO ~h(lwn wltl; IWtge flilme $359 PORTABLE STRAIGHT LEG BENCH RECYCLED PLASTIC Size: Weight: ZZXX9030 6' X 2' (1,83m x O,60m) 105.77 Ibs. (47,98kg) MUlkl ZZXXljOI(J bhoWll willi PL1llllllTll lrilille $295 PERMANENT ANGLE LEG BENCH RECYCLED PLASTIC Size: Weight: ZZXX9010 6' x 2' (I ,tUm x O.60m) 105.72 Jbs. (47,9:'lkg) Playworlc S.vslellls~· dllran]c ParI-.. Benches require very little maintenance. makiJl~ them ideal additions LO any park or playground site. Seats orc mnde of Recycled Plastic plunks. All frames nrc 2-318" O.D. galvanized pipe with Aluminum end caps and ou-e available in your choice of paint color (see p:lgc 145). $325 STYLEX I BENCH RECYCLED PLASTIC ZZXX9020 Size~ 6' (J .83m) Weight: 117.73 Il1s. (53.43kgJ The opell desi,gJl Dr Ih~ Slyb I allows fur Ilexibilily in placement find sealll1g. Legs arc 3" 0.0. galvanized pipe and Jl4" )" x 3" <Ingle iron finish~d in supertough powder r:oatlllg. 85 ~ 6' StyJex I Benches can he shipped via UPS. $399 KINGS WOOD BENCH RECYCLED PLASTIC ZZXX1540 Size: ',",eight: 6' f1.81m} In. J 4 lbs. (SO.SOkg) This tradition-style r.ellch features si;l,. 4" 1..~" Recycled Plastic planks for back and seat. m:l.k.ing jt [IS du,uble :l.nd weather-resistant (L'-, it is bealltirul. , ~-'. HEAVY-DUTY PICNIC TABLE S465 ZZXX9110 Size: Weight: 6' x 2'6" (],83m x 0,76m) 247.5Ibs. (112,27kg) These ttighly durable tables feature one-piece end frames made of 2-3/8' O.D. galvanized pipe with 3!ltl' x 4" x I" fonned steel board·mounLing brackets. 1-1116" 0.0. galvanized pipe cross braces provide extra strength and rigidity, 'Nhcelchair-accessible tables are designed to acconunodate wheelchairs with tabletops extending an extra foot beyond the frame at both ends. Seats and tabletop planks are Recycled Plastic. Frame available in your choice of paint color (see page 145).6' Heavy-Duty Picnic Table shown in Recycled Plastic with Ruby Frdme. STANDARD PICNIC TABLE S409 ZZXX9100 Size: Weight: 6' x 2'6" (1 ,83m x O,76m) 216.51b5. 19~20kg) Our Standard Picnic Tables feature one-piece end frames made of 1-5/8' 0.0. galvanized pipe with 3116' x 4" xl" formed steel board-mounting brackets. 1-1116' on galvanized pipe cross braces provide strength and rigidity. Seats and tabletop planks are Recycled Plastic. Frame availahle in your choice of paint color (see page 145). Shown in Recycled Plastic with Azure frame. • ~ LITTER RECEPTACLE PERMANENT S265 ZZXX8020 Volume: Slats: Weight: 32 gal, (121,1 0 liter~) Recycled Plastic 92.741b~. (42,07kg) REPLACEMENT CONTAINER S20 ZZXX8060 Volume: Slats: Weight: 32 gal. (121,10 lilersl Plastic 5 lbs. f2.3flkgJ Steel rrame with 2 x 4 slats in Recyckd Plastic. A\':lilahk in either pel1nan~lH or rreestanding models. All reCl:pl;ICb shlrretl cornpkle \\ ilh 32-gallon hlack plaslic container and lid. ( ,(~"/ ) ill The Jay Group, Inc. Landscape ArchitecH, Civil £n~ineers and Environmenhl Consullants WATER BUDGET CALCULATIONS Date: Project: For: 5/21103 La Fortuna Townhouses Karl Best (425) 397-0739 Total Lawn Area: Total Shrub Area: Total NativelBuffer Area: Total Area: Shrub Plant Factor: 9,650 SF 8,910 SF 11,050 SF 29,610 SF .04/.25 Drought tolerant NW Native shrubs were used in buffer areas and a mix of ornamental trees, shrubs and groundcover using low to medium water requirements were planted in parks and common areas. Irrigation wnes have taken local exposure factors into account. Irrigation Water Budget WB= (ETO) (AF) (LA) (CF) WB= 14.49 x.8 x 29,610 x 0.62 = 212,808 Gallons per growing season Estimated Water Use EWO= (TO) (PF) (HA) (CF) / (IE) Lawn EWU= 14.49 x .7 x 9,650 x 0.62 / 0.625 = 97,097 G/S Shrub EWU= 14.49 x .04 x 8,910 x 0.62 / 0.625 = 5,123 G/S Native EWU= 14.49 x .25 x 11,050 x 0.62 / 0.625 = 39,708 G/S Prepared By: George Kaage Paul Jay EWU = 141,928 Gal. Per growing season WB = 212,808 GaL Per growing season Washington Registered Landscape Architect 1927 -51~ Sireel • MarVlville, WA 98270 • (360) 659-8159 • fu: (360) 651-7252 • e-mail: mail@iav~roupllc.com -------------------------------- Intake Technician: (i l {/ tl 111"~('j, Co mments: /-1 v ' " ", , !., .. -1'1' .< (1 n ' , . r 1/. -, l f Number Dir Street Name , '::'~':' 'I'--i~---" ,.--, ----,II~{ II l '~, II )~ I L...:.....:' ( '~j Kroll EIW % % Section Township Range [3J D I ~( Wfi.li,tiJ::1 (', I 'Wi (IJ :1 "i I ;r:1-':"=::..:..i2.=--, Lot Block Plat Name Division ZONING: IJ{ ',> C) Setbacks: Street Garage Interior __ _ [7' l "~~-_ ,i :~~"f':" ') ,,,-. I .... ' './ -' Maximum Building Height: Max Impervious Surface % = I ~p~,! I~, 0: I Fir! 6'iSt.1 L~~, Pial ~: if'~t Ize .I .... , .-,/ 'I' , ,,' c' ,. ( ,,( I ," J B" Sewer (or) D Septic D Well (or) Public Water I II I ;]Y;:j 'j 1 t t II II'=-=-:---------' L-----I ----l 1st 2nd Other TOTAL REVIEWS o Addressing __________ _ o Health o Fire Flo-w------------ o Drainage==-_-=--== ____ _ o RSCR 0 PLTR o GEO_~ ________ ___ o Wetlands o Shoreline'-s----------- o &reams ___________ __ o GRADing"--_________ _ o SEPA~ _________________ _ o Farmland Preservation SENSITIVE AREAS o Erosion 0 Landslide o Flood Plain 0 Seismic o Wetlands 0 Coal Mine o Streams 0 Shorelines Garage Porches Decks $,ubmlttal Requirements Checklist [if" Affidavit for Application Q 'Property Tax Account # (parcel) BLegalDescnption [Y Site Plan (to scale on legal or letter) Q Working Drawings Q / Water Availability Letter GYSE!wer Availability Letter l'Y" Proof of Legal Lot (NEW RES) , \" G-Septic Design Approval (NEW RES) ,\ II ' • I ,\l'\ " o Health Department APPlication,~/ o ABC Packet 0 Pictures y '] '> o ABC Notice on Title '0'/ G Contractor's License ft!Y issuance) , Are Taxes Current? rYyes 0 ncy i p'I, j-I! I ~, Issue Permit by Mail? 0 yes O"no RPC! 0739C0002004 BRODKA HELMUT+LOURDES L 12602 SE PETROVITSKY RD RENTON WA LOT:3-5 BLOCK: 1 RY OY ST SC NC LEVY OM-LV 04 T 4250 03 T 4250 02 T 4250 01 T 4250 00 T 4250 YEAR RECEIVABLE TYPE 03 NOXIOUS WEED 03 CONSERVATION 02 NOXIOUS WEED 02 CONSERVATION 01 NOXIOUS WEED 01 CONSERVATION RPeI 073900002004 DOC:F-000112 02/05/03 SEGREGATION/ME ST:CURNT ACTIVE 509999 BENSON HEIGHTS ADD 02/13/03 LOT A OF KC B1A #101L0082 REC 98058 #20021107900008 SO BLA LOCATED IN SW l/4 OF SE 1/4 28-23-05 LAST LEGAL IS 4 LAND 158,000 158,000 65,000 61,000 57,000 LEVY 9420 9430 9420 9430 9420 9430 JUMP BILLED AMT 1. 68 5.00 1. 68 5.00 1. 03 5.00 CODE: IMPS BILLED .00 1,729.19 728.76 720.27 716.19 TOTAL DUE: PAID AMT .00 .00 1. 68 5.00 1. 03 5.00 PAID P A .00 .00 F 728.76 720.27 716.19 1,735.87 ACRE BENEFIT ADDITIONAL DATA PIN Depanillent of Dcvc1(lpmelll and fJlvirolllllenl;ll Se-rvices Land CSt Services Division Notice of Decision 900 Oakt's~l:1k AVcl1:Jl' Southwest Remon, \Vashington 98055-1219 (SEPA THRESHOLD DETERMINATION) File No.: B03DCOOI La Fortuna Townhouses DOES SEPA Planner: Angelica Velasquez Telephone No.: 206-296-7136 Applicant: Karl Best Project Location: Project Description: Permits Requested: La Fortuna LLC PO Box 1790 Snohomish, WA 98291 425-238-9831 Generally 150 feet south of SE 1720d Street and east of 127"' Ave SE. Construction of a 41-unit residential development with associated parking and landscaping. Commercial Building Permit SEPA Threshold Determination: Mitigated Determination of Non-Significance (MDNS) issued May 19, 2004 Comment! Appeal Procedure: This Mitigated Determination of Non-significance (MONS) is issued under Washington Administrative Code (WAC) 197-11-340(2); the lead agency will not act on this proposal until after Juue 14, 2004. Comments must be submitted to the Department of Development and Environmental Services by June 14, 2004, at the address below. Any appeals to this project mnst be submitted to King County Superior Court. Since this MONS is for a Type I Permit, there is no King County Administrative SEPA appeal, according to King County Ordinance 14449. Mav 19. 2004 Dale Mailed DDES--Land Use Services Division Attn: Permit Center 900 Oakesdale A venue Southwest Renton, Washington 98055-1219 If you have any questions regarding the appeal procedures, please contact the planner at the phone number listed above. If you require this material in braille, audio cassette, or large print, call (206) 296-6600 (voice) or (206) 296-7217 (TTY). ® King County Department of Development and Environmental Services OAK-DE-0100 :f?jQ 900 Oakesdale Avenue Southwest Renton, WA 98055 ,,', \ [lflii! , ',f u j ;. ~: "." i-!! I r"! i trl'; ~ , , :U, rn Stlil'; , , ~ -/~ V ;'\, t \~, L:' (f), ; ,.,p ,n..,!" "',i,' ,~ .. ::..~, ',' " ': '\. / ..... -~ fl:~~'~ ',.,,1,;,/ ',' "';y' ~' ,n (, • .J. f.J MA" 1_4 ,~1JOIl. --~. /y};c ~r ~ .p? :}G a <'Oq.-°U,,_ -Vl'y N, I "I," ,II '" ,I ,j; ,I ,I, "\ [,1 F.u ~;;":.~W:JY'(f:, ;:~I fi~r 16,£\ {;~, ' , ~---);:~,.~." ~ , __ ._._.-,.~-,,~_.~ ___ • __ ._J. " " , ;/ </ i;1 ,l .. r,t, j,m "U" ,Hld"j,!. ,I ,1 .. 1,1, ,I Depanment of Dcvei(1jllTlent and El1v i,romnenWl Services Lmd Use Services Dhisiun Notice of Decision !.JO() Oakesdale ,\venue S\)uthwest Renton, Washington 98055-1219 (SEPA THRESHOLD DETERMINATION) File No.: B03DCOOl La Fortuna Townhouses DOES SEPA Planner: Augelica Velasquez Telephone No.: 206-296-7136 A pplicant: Karl Best Project Location: Project Description: Permits Requested: La Fortuna LLC PO Box 1790 Snohomish, W A 98291 425-238-9831 Generally 150 feet south of SE 172 nd Street and east of 127'· Ave SE. Construction of a 41-unit residential development with associated parking and landscaping. Commercial Building Permit SEPA Threshold Determination: Mitigated Determination of Non-Significance (MONS) issued May 19, 2004 Comment! Appeal Procedure: This Mitigated Determination of Non-significance (MONS) is issued under Washington Administrative Code (WAC) 197-11-340(2); the lead agency will not act on this proposal until after June 14, 2004. Comments must be submitted to the Department of Development and Environmental Services by Juue 14, 2004, at the address below. Any appeals to this project must be submitted to King County Superior Court. Since this MONS is for a Type 1 Permit, there is no King County Administrative SEPA appeal, according to King County Ordinance 14449. May 19. 2004 Date Mailed DDES--Land Use Services Division Attn: Permit Center 900 Oakesdale A venue Southwest Renton, Washington 98055-1219 If you have any questions regarding the appeal procedures. please contact the planner at the phone number listed above. [[you require this material in braille, audio cassette, or large print, call (206) 296-6600 (voice) or (206) 296-7217 (TTY). Department of ® Development and Environmental Services Tf) I ~ -~-;\ 'ft,'v-pvc.., ,.. ,....., 'Y.:1' . ,-~.. _. __ " '0 1;':-:: -~' i L~~. ~ ,. 'rl-' \.: ..r. J-'RC:~ ~-".I". ..,' r.r"~., ~O/ , •.• King County QAK-OE-0100 900 Oakesdale Avenue SOL.;thwcst Renton, WA 98055 :. .-~ ,) >..:: ,-: ' c-.. ! t;~~!V~~::~~~ ,:[1 l ,\"',UOflESSEO --,I !.t~ :ltU .El [ TO Fl1Rii,~Rll . 1 L . \.I·~~, J 0 ~t)mER ' --,--...,;.-.;;.;;~~-' 07 390000JO!B03DCOO 1 BRAUN RUFO F JR"'ZHiA!DA S- ANTUUN,FRANClSCO Jr JOSEFINA A 17048 SE 257TH PL KENT \VA 98042 '''',. C'-4 :3 r,jA"Y, 2rc Irc.·.~,", ----_ -'~,,' :;;r \~~;;;; _~"" __ ,,' i ".',T'F,L., ';.' a'0 ~ .:." -~ .. -~ l~'=-"" .I~ . .. ---, ____ ':;;'1'"."._. ::.' . ~CJ) 6' Wei ;" "A, ~ ,~;.:t ,'" '""'!ln~2 .... l!.7'''~ '~' III L! l!;\: i!!! ji 1:1 iii f II i!; I L: l;l i i; n;: l!i n!;! I L II i!;; Il ® King County .. Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Ave SW Renton, WA 98055-1219 Notice Board & Posting Procedures (Mailed posting package February 20,2003) Instruction Package Notice of Application In accordance with King County Code Section 20.20.060, enclosed you will find instructions, specifications, and materials in order to meet the notice of application posting requirements of the County. Please read these instructions carefully and take action quickly to order your notice board sign. Your notice board sign can be ordered through a sign painter, using the information supplied on page 2 of the enclosed "Notice Board Requirements." The cost of the sign is the responsibility of the applicant. Further processing of your application is dependent upon fUlfilling the notice of application posting requirement. When your sign is in place, attach the colored laminated notice of application along with the plastic envelope (containing extra copies of the notice of application) to the notice board as depicted on page 1 of the instructions. Maintain a supply of notices within the plastic envelope throughout the comment period. The posting sign/notice board must remain in place throughout the duration of your application. Immediately upon completion of the above instructions. complete the enclosed affidavit of posting and return to the Department of Development and Environmental Services. Land Use Division. Current Planning Section. at the address shown above (envelope enclosed), Failure to comply with posting requirements may be cause for a delay in the processing of your application. If you have any questions, please call the Land Use Services Division at (206) 296-6600. Enclosures: Notice Board Requirements-Application Laminated Notice of Application Waterproof Vinyl Envelope containing copies of the Notice of Application Affidavit of Notice of Application Posting form/LUSD return envelope Notice Board & Posting Procedures Instruction Pkg.-NOA 8/8/01 I " King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Ave SW Remon, WA 98055-1219 B03DCOOI DDES Project Number 1,, ____ ----;-----;-_---,--_____ ---', hereby affinn that I have posted the following: (print name) X Notice of Permit Application o Other _____________ __ on the day of , 2003, in accordance with the Department of Development and Environmental Services' requirements. I further affinn that the notice will remain in place and visible during the full required notice period, Notice was provided at the following location(s): I) 2) ______________________________________________ _ 3) I hereby affinn that the above is a true and correct statement. Signature This affidavit must be completed and returned to the Land Use Services Division within 7 days of posting. Improper posting or failure to return the affidavit within 7 days shall be cause for the final decision regarding your pennit to be postponed, CPSFORMS/AFFIDAVIT OF POSTING. DOC 7127/99 NOTICE BOARD REQUIREMENTS· NOTICE OF APPLICATION King County Dept of Development and Environmental Services Land Use Services Division 900 Oakesdale A venue Southwest Renton. Washington 98055·1212 Per King County Code Section 20.20.060, a notice board must be prepared and posted for your land use application. Please prepare and post in the following manner: Notice Board Size and Text Specifications The notice board shall be constructed to the specifications described below. The notice board shall display the information shown in the figure. Board Construction: The notice board shall be constructed with 4' x 4' plywood. Professionally prepared plastic notice board overlays, permanently affixed to the board are permissible. Notice boards may be reused but they must be clean and show no evidence of former wording. 1. Lettering style: Helvetica or similar standard typeface 2. Lettering size: Title should be 3" capital letters (NOTICE OF PROPOSED LAND USE ACTION). Other letters should be 2" letters except on the 8%" x 14" laminated paper providing the details of the proposal. See illustration below for use of capital and lower case letters, and placement of laminated paper and vinyl jacket. 3. Lettering: Black (permanent ink or Silk-screen) 4. Background Color: White 5. Logo: King County emblem, in black 6. Laminated Notice of Application on a legal size sheet which provides information regarding the proposed land use application. TO BE SUPPLIED BY Land Use Services Division (LUSD) (see enclosed). 7. Legal size waterproof vinyl jackets with a fold flap, and wrap string. TO BE SUPPLIED BY LUSD (see enclosed). The applicant must make copies of the Notice, place them in the vinyl jacket, and maintain a supply of copies throughout the posting period. 4 FT • NOTICE OF PROPOSED LAND USE ACTION King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Call (206) 296-6600 Type of Action: Proposal: File No.: NOTICE OF APPLICATION 8.5" X 14" LAMINATED 4 FT EXAMPLE COPIES OF NOTICE OF APPLICATION IN VINYL JACKET Notice Board Requirements-NOA 8/8/01 Pg 1 The notice board shall be located and installed to the specifications described below . • Number of Notice Boards required for this application: One Notice board shall be located: • Midpoint on the site street frontage or as otherwise directed by LUSD staff to maximize visibility. • At a location 5 feet inside from the street property line; a notice board structurally attached to an existing building shall be exempt from the setback provisions, provided that no notice board is located not more than 5 feet from the property line without approval from LUSD staff. So that the top of the notice board is between 7 to 9 feet above grade. • So that it is easily accessible and totally visible to pedestrians. The applicant shall erect the notice board by solidly setting the post 12 to 18 inches into the ground; or structurally attached it to an existing building. Two 4" x 4" 8-foot-long (minimum) posts and four washers, bolts and nuts (3/8-inch diameter and bolts are 5-inches long) shall be used to install the notice board. Installation Certification The notice board(s) must be installed within 14 days after Land Use Services Division has determined that the application is complete. The enclosed "Affidavit of Posting" must be signed, and returned to the Land Use Services Division within 7 days following the date of posting. Maintenance and Removal of the Notice Board The applicant shall maintain the notice board in good condition throughout the application review period, which shall extend through the time of the final county decision on the proposal and the expiration of any applicable appeal periods. If the notice board is removed, LUSD review of the land use application may be discontinued until the notice board is replaced and has remained in place for the required period of time. TO BE FILLED OUT BY LUSD STAFF ============================================================================ NOTICE BOARD TEXT INFORMATION (To Be Given to the Sign Painter) Type of Action: Building Permit Proposal: Construct 41 future lown homes wlroad, drainage, grading & other utilities. File No.: B03DC001 NOTE: If you require this material in braille, audio cassette, or large print, please call 206-296-6600 (voice) or for hearing impaired 206-296-7217. Notice Board Requirements-NOA 8/8/01 Pg 2 ~ King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avo SW Remon, WA 98055-1219 B03DCOOI DDES Project Number AFFIDAVIT OF POSTING \). ~,'~::f\~N.G rtt>C\S\A-\:h9§l C\1~ee.r'2:> \~ereby affinn that I have posted the following: (print ame) X Notice of Permit Application o Other _____________ _ on the z:t,~ day of:f -e.Jo ill ~ , 2003, in accordance with the Department of Development and Environmen I Services' reqUirements, I further affinn that the notice will remain in place and visible during the full required notice period, Notice was provided at the following location(s): I) ~ DY t\'Ji: \. ~ Ljl1!..+rzm D t \<G<i+k (::tete COE t ~E 2) t'12N:t --------------------------------~~ 3) ----------------------------~~ is a true and correct statement ~\nL{,.! '* \, ~ -t+t-, R\,le 'bE. This affidavit must be completed and returned to the Land Use Services Division within 7 days of posting, Improper posting or failure to return the affidavit within 7 days shall be cause for the final decision regarding your pennit to be postponed, RECEIVED MAR 042003 CPSFORMS/AFFIDAVIT OF POSTING.DOC 7127199 DqJ:lrllllL"lll ur Dt'veloplllt'IlL and Enviromnenlal Services Lmd Usc Ser\'ir.:cs Di~'isioll !)U{) Oakcsuale A vellue Southwest Remon. WashingtOn 98055-1219 File #: B03DCOOI Applicant: La Fortuna LLC ATTN: Karl Best P.O. Box 1790 Snohomish, W A 98291 (425) 397-0739 Notice of Application Date Application Filed: February 13, 2003 Date Determined Complete: February 20, 2003 Project Location: 12632 SE Pl'ctrovisky Road (Parcel No. 073900-0020) Project Description: Construction, with road, drainage, grading & other utilities, of 41 future town homes. Permits requested in this application: Building Relevant envirolIDlental documents are available at the above address: 0 Yes Development regulations to be used for project mitigation, known at this time: 21A Consistency with applicable County plans and regulations: This proposal will be reviewed for compliance with all applicable King County codes including Roads Standards, Surface Water Design Manual, and Sensitive Areas Codes. Other pennits not included in this application, known at this time: None The Department of Development and Environmental Services (DOES) will issue an environmental threshold determination pursuant to the State Environmental Policy Act (SEPA) on this application following a 21-day publiC comment perIod, which ends on March 31, 2003. Written comments on this application must be submitted to DOES at the address below, Any person wIsh111g additional information on this proposed project should contact DOES at the address and/or telephone number listed below, You may review the application and any environmental documents or studies in our Renton office, NOTE: If you require this material in Braille, audiocassette, or large print, please call (206) 296-6600 (voice) or (206) 296-7217 (TTY), Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 (206) 296-6600 Date of Mailing: March 6, 2003 =================================================== Ifyoll wish to receive a copy of the SEPA threshold determination on this application, complete and return tbis portion of the notice to the Land Use Services Division at the address listed above, File No. B03DCOOI Nanlc: __________________________________________________________________________ _ Address: ________ _ _____________________ Telephone No.: F96/SPRS/Type-2.noa 1/30/98 de .' W U.i o 0, ,. " Q: Y.: r ~ i ~ .. --.... - 1 I J j i f 1 I i • I ~ I J $ l 1111111 I , ' .... ; i.e " 'j' . , ' . ','-~ ',' .,.: .. -,' ::.' ,,' .. "' .. " . '-.'.' ~" . .",'", , ','~ . , . " " Velasquez, Angelica From: Sent: To: Subject: Angelica, Kerschke, Bill Tuesday, September 23, 2003 1 :58 PM Velasquez, Angelica B03DC001-La Fortuna I addressed sensitive area issues through code ... no other comments for SEPA. Bill Kerschke Env. Scientist III King County DDES 900 Oakesdale Avenue Southwest Renton, WA 98055·1219 (206) 296·7292 fax (206) 296·7051 1 R-8-S0 R-12-S0 R-6-S0 ~ R-4-S0 Taxpayer: Annexation: Jur'lscl'lction: Unincorporated King Coonty SitUS Address: Postal City: Renton, 98058 -------Plat Name: BENSON HEIGHTS ADD; Rec: nil Lot: 1 t Block: 1 Kroll Page: 602 W Thomas Bros. Page: 656 114-S-T-R. SvV-28-23-5 Acres: 3 37 (146797 SqFt.) Current Zoning: R-18-SO Potential Zoning: Comp. Plan Land Use: uh Assessor's Open Space· NfA Commercial Use: NIA Number 01 Units: N/A Mobile Home: N Land Value: 182000 Improvements Value: 0 Community Plan Area: Soos Creek Un·lncorporated Area Council·. N/A School District: Renton 403 Fire District: 40 Roads MPS Zone: 338 ($4687.00) Waterfront: No Water Service·. WATER DISTRICT Water Service Planning Area: Soos Creek Water And Sewer District Sewer Service. No Information Airport NOise Remedy Program: N/A Bald Eagle Flag· N/A Council District (1996-2001)· 6 Rob McKenna (R) Council District (2002): 5 Dwig-.t petz (D) Drainage Basin: Soos Creek, WRIA 9 Police: King County, Pet 3, Dis!-F3 Servic;eiFinance strategy Area: Full Service WTransit Priority SnO'Moad Zone: standard Agricultural Production District. N FOI"est production District N Rural Forest Focus Area: N TDR Type: N/A TOR status. NfA TOR Perm~ Number: N/A Building Inspection Area: Cleo Rubalcaba Oearing Inspection Area: Jim Ballweber COde Enforcement Inspection Area: Sheryl Lux ESA I nspection Area. Kathy Ne-.Worn Grading Inspection Area·. Ramon lotsin Land Use Inspection Area: Tenzing Thinley $ens. Areas Notice(s) on Title NONE ' ............ ".;:400 Feet 1"= 5{)Ofeet ® KIng County Tho h .. _n I i ~ ~ ~ .............................. 400 Fe"t 1" .. 500 feet ® King County l \ ) I I i i PL i ~1 /~ ~ BE 0739000056 Map 3 Geo. Sensitive Areas NTOONrlShiPLlr'JeS S-T_R . . / \,' aSLINES 'N SECLINES NTWPLINES N str&"ts ~ SAO Lend~lde _ SAO CoiII Mine ~ SAOSeisrric SAO Erosim Water BodI"s Parcels N aty BarlCllII1es Oties ............... 400 F~ 1'= 500 feet ® King County Rot dale: JU 17, 2003; \\ddes001\1101\gislav_devlproj"cts\aplot2 apr -I 1 i ~ l J ~ ~ ~ ~ + ~) 1 0739000056 Map 3.2 Geo. Landslide Hazard Drainage Areas NTrHfMShiP lines S-T-R /\/QSLlNES N"SECLINES ~TWPLINES NSree's Wfl.er Bodies PIIrceis N City BlU'ldlll1es Cities Landslide Hazard Drainage Heas r::::u Landslide Hazard Cnlnag! _ Landslide Hazard ,l\(ea "' ........................ 400 Feet 1"" 5001e&! ® King Count., Thio _lIIlrIn 1n<:lUdH On thls .. "f' IIa bun oomp •• d by KII>g tl>Lriy "'11"_ ...... ~-'Y ", ........ .,d lI:.ubj.ct to .... ..,. ..... 0'" noll<. Khp Counly '" "" •• no ....... ".."on. o'_ ..... nll ..... p .... Of Impll""" a .~ J ~ ~ ,.., .., • 0739000056 Map4 Hazardous Materials; Historic Sites Gd" Histaic Sites -:!I! Leaking l.\"Ider!i1QU1(l StO"a!le Tanks • lhdllrlTOU1d stcrage Tanks ... RaciOllclivlI Material Sites • Haz!nlous SItes • Ef'A~Sltlls NTrnmShtP Lines ST-R /\/QSLlNES "N..,SECLINES ,N1WPLINES Nstrllets Water BodIes "'coO, N aty BCUldooes aHes u 400 Feel 2 1"= 500flllli ®Kin g County n..lnI"""allon 1""l,ulod Co....ty .. flfrom ......... ncllc •. bO.~ compllod by ondhl .ubJ .... '" Rot dllte: JlJ 17, 2003; l'ddlls001IX01'Gls'la,,_dltVlprojed.s'laplol2.apr WLRD Drainage Complaints within 1320 ft. of 0739000056 (TOTAL -61): ========================= 1 ========================= 4 ========================= 7 Objeetid = 8364 Objectid = 9386 Objectid = 10469 Camp_no = 1995-0535 Camp_no = 2001-0684 Camp_no = 2001-0014 Status = OPEN Status = CLOSED Status = CLOSED Complain = BELMONT APARTMANTS Complain = HARKNESS, KAREN Complain = KINDLE, MARILYNN Problem = MAl NP. Problem = MNM Problem = DDM Type = WQR Type = C Type = R Reed = Sun Feb 12 00:00:00 1995 Reed = Wed Nov 14 00:00:00 2001 Reed = Fri Jan 1900:00:002001 Tb=42A4 Tb= Tb= Padd_pre = Padd_pre = SE Padd_pre = SE Padd = 17421 Padd = 12301 Padd = 12207 Padd1 = 120TH LN Padd1 = 172ND ST Padd1 = 172ND ST Padd_suff = SE Padd_suff = Padd_suff = Parcel = 2823059025 Parcel = 1432401145 Parcel = 1432401136 Ntb = 656E7 Nib = 656F7 Nib = 656F7 ========================= 2 Objectid = 8910 Camp_no = 1995-0649 Status = CLOSED Complain = WORLEY, MR. & MRS. Problem = FLOODING Type = C Reed = Fri Aug 0400:00:00 1995 Tb = 42B4 Padd_pre = SE Padd = 12602 Padd1 = PETROVISKY RD Padd suff = Pareei = 0739000025 Ntb= 656F7 ========================= 3 Objeeti d = 9385 Camp no = 2001-0014 Status-= OPEN Complain = KINDLE, MARILYNN Problem = DDM Type = NDA Reed = Thu Aug 30 00:00:00 2001 Tb= Padd_pre = SE Padd = 12207 Padd1 = 172ND ST Padd_suff = Parcel = 1432401136 Ntb = 656F7 ========================= 5 Objectid = 9387 Comp_no = 1991-1085 Status = CLOSED Complain = ASH, WILLIAM Problem = STDGWATR Type = SR Reed = Thu Oct 17 00:00:00 1991 Tb = 42B3 Padd_pre = SE Padd = 12549 Padd1 = 172ND ST Padd_suff = Parcel = 1432701170 Ntb = 656F6 ========================= 6 Objecti d = 9389 Camp_no = 1993-1059 Status = CLOSED Complain = JOHNSON, BRUCE Problem = PIPE Type = ER Reed = Mon Dec 1300:00:001993 Tb = 42B4 Padd_pre = SE Padd = 12700 Padd1 = PETROVITSKY Padd_suff = Pa reel = 0739000025 Ntb = 656F7 ========================= 8 Objeetid = 10470 Camp_no = 1993-0186 Status = CLOSED Complain = CASCADE VISTA Problem = WQ-OIL Type=WQC Reed = Fri Mar 12 00:00:00 1993 Tb =4293 Padd_pre = SE Padd = 12301 Padd1 = 172ND Padd_suff = Parcel = 1432401145 Nib = 656F7 ========================= 9 Objeetid = 10471 Comp_no = 1991-1085 Status = CLOSED Complain = ASH, WILLIAM Problem = STDGWATR Type = C Reed = Thu Oct 1700:00:001991 Tb = 4293 Padd_pre = SE Padd = 12549 Padd1 = 172ND ST Padd_suff = Parcel = 1432701170 Nib = 656F6 Page 1 ========================= 10 Objectid = 10472 Camp_no = 1991-0914 Status = CLOSED Complain = AUSTIN, CARYN Problem = CREEK Type = SR Reed = Mon Sep 09 00:00:001991 Tb = 42B3 Padd_pre = SE Padd = 12555 Padd1 = 172ND ST Padd_suff = Parcel = 1432701160 Nib = 656F6 =========================11 Objeetid = 10475 Camp_no = 1993-1059 Status = CLOSED Complain = JOHNSON, 9RUCE Problem = PIPE Type = E Reed = Wed Jan 2600:00:00 1994 Tb = 4294 Padd_pre = SE Padd = 12700 Padd1 = PETROVITSKY Padd_suff = Parcel = 0739000025 Nib = 656F7 =========================12 Objeetid = 13156 Comp_no = 2001-0382 Status = CLOSED Complain = CRONIN, LORI Problem = DDM Type = R Reed = Man Aug 13 00:00:00 2001 Tb= Padd_pre = Padd = 16924--16930 Padd1 = 125TH PL Padd_suff = SE Parcel = 1432701570 Ntb = 656F7 Continued =========================13 Objeetid = 13161 Camp_no = 1997-0692 status = CLOSED Complain = PERKINS, STEVE Problem = DRAINAGE Type = C Reed = Man Mar 31 00:00:00 1997 Tb = 42B4 Padd_pre = Padd = 17103 Padd1 = 125TH AVE Padd_suff = SE Parcel = 1432400105 NIb = 656F7 =========================14 Objeetid = 13163 Camp_no = 1986-0195 Status = CLOSED Complain = HOEL, JAMES Problem = Type = C Reed = Tue Feb 11 00:00:00 1986 Tb = 42B3 Padd_pre = SE Padd = 12604 Padd1 = 172ND ST Padd_suff = Pa reel = 1433000010 Ntb = 656F6 ========================= 15 Objectid = 13164 Camp_no = 1989-0173 Status = CLOSED Complain = OLSON, ARNDT MRS Problem = DRNGIDIT Type = C Reed = Tue Mar 21 00:00:001989 Tb = 42B3 Padd_pre = SE Padd = 12121 Padd1 = 170TH PL Padd_suff = Parcel = 1432401110 Ntb = 656F6 ========================= 16 Objeetid = 13165 Camp_no = 2001-0014 status = CLOSED Complain = KINDLE, MARILYNN Problem = DDM Type = C Reed = Fri Jan 05 00:00:00 2001 Tb= Padd_pre = SE Padd = 12207 Padd1 = 172ND ST Padd_suff = Parcel = 1432401136 Ntb = 656F7 ========================= 17 Objeetid = 13166 Camp_no = 2001-0726 status = CLOSED Complain = SALDIVAR, DAVID Problem = DDM Type = C Reed = Wed Nov 1400:00:002001 Tb= Padd_pre = SE Padd = 12215 Padd1 = 172ND ST Padd_suff = Parcel = 1432401141 Ntb = 656F7 =========================18 Objectid = 13167 Camp_no = 1992-0571 Status = CLOSED Complain = JONES, DENNIS Problem = DRAINAGE Type = SR Reed = Thu Sep 24 00:00:00 1992 Tb = 42B4 Padd_pre = SE Padd = 12301 Padd1 = 172ND Padd_suff = Parcel = 1432401145 NIb = 656F7 =========================19 Objectid = 13168 Camp_no = 1988-0382 Status = CLOSED Complain = BURGESS, ROGER L Problem = DRNG Type = C Reed = Tue May 24 00:00:001988 Tb = 42B4 Padd_pre = SE Padd = 12505 Padd1 = 172ND ST Padd_suff = Parcel = 1432701230 NIb = 656F7 ========================= 20 Objectid = 13169 Camp_no = 1990-1471 Status = CLOSED Complain = ASH, WILLIAM Problem = DRNG Type = C Reed = Tue Nov 1300:00:001990 Tb = 42B3 Padd_pre = SE Padd = 12549 Padd1 = 172ND Padd_suff = Parcel = 1432701170 NIb = 656F6 ========================= 21 Objectid = 13170 Camp_no = 1991·0914 Status = CLOSED Complain = AUSTIN, CARYN Problem = CREEK Type = C Reed = Wed Aug 14 00:00:00 1991 Tb = 42B3 Padd_pre = SE Padd = 12555 Padd1 = 172ND ST Pad<Lsuff = Parcel = 1432701160 NIb = 656F6 Page 2 ========================= 22 Objectid = 13172 Camp_no = 1988-0232 Status = CLOSED Complain = MCCAMMON, DAVID L Problem = DRNG Type = C Reed = Thu Apr 07 00:00:001988 Tb = 42B3 Padd_pre = Padd = 17221 Padd1 = 125TH AVE Padd_suff = SE Pa reel = 8960000010 Ntb = 656F6 ========================= 23 Objeetid = 13173 Camp_no = 1995-0790 status = CLOSED Complain = WORLEY, JESS Problem = DRAINAGE Type = ER Reed = Man Sep 18 00:00:001995 Tb = 42B4 Padd_pre = SE Padd = 12632 Padd1 = PETROVISKY RD Padd suff = Pareei = 0739000015 NIb = 656F7 ========================= 24 Objeetid = 13177 Camp_no = 1984-0398 Status = CLOSED Complain = BRODKA, HELMUT Problem = FLOG Type = C Reed = Fri Feb 03 00:00:00 1984 Tb = 42B4 Padd_pre = Padd = 12602 Padd1 = PETROVITSKY RD Padd_suff = Parcel = 0739000025 NIb = 656F7 Continued ========================= 25 Objeetid = 13181 Camp_no = 1998-0489 Status = CLOSED Complain = JONES, DAVID R Problem = DRAI NAGE Type = C Reed = Man Jul 20 00:00:00 1998 Tb = 42B4 Padd_pre = Padd = 17321 Paddl = 125TH AVE Padd_suff = SE Parcel = 8960000120 Ntb = 656F7 ========================= 26 Objectid = 13182 Camp no = 1999-0466 Status-= CLOSED Complain = DILLARD, EMILY Problem = FILL Type = C Reed = Tue Jun 1500:00:001999 Tb = 42B4 Padd_pre = Padd = 12420 Paddl = PETROVITSKY RD Padd suff = Parcel = 0739000035 NIb = 656F7 ========================= 27 Objectid = 13183 Camp_no = 1991-0852 Status = CLOSED Complain = FUGATE, MERLE Problem = FLOODI NG Type = SR Reed = Fri Jul 26 00:00:00 1991 Tb = 42B4 Padd_pre = SE Padd = 12615 Paddl = PETROVISKY RD Padd_suff = Parcel = 0739000115 Ntb = 656F7 ========================= 28 Objectid = 20875 Camp_no = 1993-0269 Status = CLOSED Complain = SUBHASH,SHARME Problem = DRNG Type = C Recd = Man Apr 12 00:00:00 1993 Tb = 42B3 Padd_pre = Padd = 16847 Paddl = 125TH AVE Padd_suff = SE Parcel = 1432400140 NIb = 656F6 ========================= 29 Objectid = 20876 Camp_no = 2001-0382 Status = CLOSED Complain = CRONIN, LORI Problem = DDM Type = C Reed = Man Jun 1800:00:002001 Tb= Padd_pre = Padd = 16924-16930 Paddl = 125TH PL Pad<Csuff = SE Parcel = 1432701570 Ntb = 656F7 ========================= 30 Objectid = 20882 Camp_no = 1994-0150 Status = CLOSED Complain = KINMISCHTZKE, DARREN Problem = PONDING Type = C Reed = Tue Mar 01 00:00:00 1994 Tb = 42B3 Padd_pre = Padd = 16930 Padd 1 = 125TH PLACE Padd_suff = SE Parcel = 1432701580 NIb = 656F6 ========================= 31 Objeetid = 20891 Camp_no = 1979-0032 Status = CLOSED Complain = MANLEY, TOM Problem = DRNG Type = C Recd = Thu Feb 08 00:00:001979 Tb = 33C5 Padd_pre = Padd = Paddl = 17018 122ND SE Padd_suff = Parcel = 1432400400 NIb = 655A2 ========================= 32 Objectid = 20894 Camp_no = 2000-0292 Status = OPEN Complain = KENNITH, ARNONE Problem = WaD Type = wac Recd = Man May 01 00:00:002000 Tb= Padd_pre = Padd = 16974 Paddl = 121ST AVE Padd_suff = SE Parcel = 1432400575 Ntb = 656F6 ========================= 33 Objeeti d = 20895 Camp_no = 1986-1006 Status = CLOSED Complain = PERKINS, STEVE Problem = PIPE Type = C Reed = Tue Oct 07 00:00:001986 Tb = 42B3 Padd_pre = Padd = 17103 Paddl = 125TH AVE Padd_suff = SE Parcel = 1432400105 NIb = 656F6 Page 3 ========================= 34 ObjecM = 20898 Camp_no = 1996-0679 Status = CLOSED Complain = BIRDWELL, CLIFF Problem = FLDG Type = C Reed = Sat Mar 02 00:00:00 1996 Tb = 42B4 Padd_pre = SE Padd = 12031 Paddl = 170TH PL Padd_suff = Parcel = 1432401095 NIb = 656F7 ========================= 35 Objectid = 20899 Camp_no = 1993-0570 Status = CLOSED Complain = COLEMAN, GERAILD Problem = DRAI NAGE Type = C Recd = Thu Jul 0800:00:00 1993 Tb= 42B4 Padd_pre = Padd = 17113 Paddl = 127TH AVENUE Padd_suff = SE Parcel = 1432701370 NIb = 656F7 ========================= 36 Objeeti d = 20900 Camp_no = 1988-0644 Status = CLOSED Complain = MCKNIGHT, DOLORES P Problem = DRNG Type = C Recd = Tue Oct 1100:00:001988 Tb = 42B3 Padd_pre = SE Padd = 12105 Paddl = 170TH PL Padd_suff = Parcel = 1432401100 Ntb = 656F6 Continued ========================= 37 Objeetid = 20902 Camp_no = 1989-0051 Status = CLOSED Complain = BRACKEN, DONALD Problem = FLG/BSMT Type = C Reed = Fri Jan 27 00:00:00 1989 Tb = 42B3 Padd_pre = Padd = 17121 Padd1 = 125TH AVE Padd_suff = SE Parcel = 1432400090 Ntb = 656F6 ========================= 38 Objeetid = 20903 Camp_no = 1998-0052 Status = CLOSED Complain = NELSON, NICK Problem = DRAINAGE Type = C Reed = Thu Jan 22 00:00:00 1998 Tb = 43C3 Padd_pre = Padd = 17120 Paddl = 125TH AVE Padd_suff = SE Parcel = 1432701320 Ntb = 656F7 ========================= 39 Objeetid = 20904 Camp_no = 1983-0366 Status = CLOSED Complain = HOEL, JIM Problem = DRNG Type = X Reed = Man Nov 01 00:00:00 1982 Tb = 42B3 Padd_pre = Padd = 12604 Padd1 = SE 172ND ST Padd suff = Pare8i = 1433000010 Ntb = 656F6 ========================= 40 Objectid = 20906 Camp_no = 1988-0227 Status = CLOSED Complain = OLSON, ARNT E MRS Problem = DRNG Type = C Reed = Wed Apr 06 00:00:00 1988 Tb = 42B3 Padd_pre = SE Padd = 12121 Padd1 = 170TH PL Padd_suff = Parcel = 1432401110 Ntb = 656F6 ========================= 41 ObjeeM = 20907 Camp_no = 1984-0302 Status = CLOSED Complain = FALK, KEN Problem = FLDG Type = C Reed = Wed May 23 00:00:00 1984 Tb = 42B3 Padd_pre = Padd = 12129 Padd1 = SE 172ND ST Padd_suff = Parcel = 1432401115 Ntb = 656F6 ========================= 42 Objectid = 20908 Camp_no = 1986-02B4 Status = CLOSED Complain = PENINGTON, REEVESIM Problem = FLDG Type = C Reed = Wed Mar 0500:00:001986 Tb = 42B4 Padd_pre = SE Padd = 12137 Padd1 = 172ND ST Padd suff = Pare8i = 1432401120 Ntb = 656F7 =========================43 Object d = 20909 Camp_no = 1984-0307 Status = CLOSED Complain = KINDLE, W F Problem = Type = C Reed = Wed Jan 2500:00:001984 Tb = 42B3 Padd_pre = Padd = 12207 Padd1 = SE 172ND ST Padd_suff = Parcel = 1432401136 Ntb = 656F6 ========================= 44 Objectid = 20910 Camp_no = 1984-0319 Status = CLOSED Complain = SMITH, CHARLES C Problem = Type = C Reed = Wed Jan 25 00:00:001984 Tb = 42B3 Padd_pre = Padd = 12215 Padd1 = SE 172ND ST Padd suff = Pare8i = 1432401141 NIb = 656F6 ========================= 45 Objeetid = 20911 Camp_no = 1992-0571 Status = CLOSED Complain = JONES, DENNIS Problem = DRAI NAGE Type = C Reed = Thu Sep 24 00:00:00 1992 Tb = 42B4 Padd_pre = SE Padd = 12301 Padd1 = 172ND Padd suit = Pare8i = 1432401145 NIb = 656F7 Page 4 ========================= 46 Objectid = 20912 Camp_no = 1988-0104 status = CLOSED Complain = BURGESS, ROGER L Problem = DRNG Type = C Reed = Tue Feb 1600:00:001988 Tb = 42B3 Padd_pre = SE Padd = 12505 Padd1 = 172ND ST Padd_suff = Parcel = 1432701230 NIb = 656F6 ========================= 47 Objeetid = 20913 Camp_no = 1984-0295 Status = CLOSED Complain = ASH WM H Problem = DRNG Type = C Reed = Wed Feb 2200:00:00 1984 Tb = 42B3 Padd_pre = Padd = 12549 Paddl = SE 172ND ST Padd_suff = Parcel = 1432701170 Ntb = 656F6 ========================= 48 Objecti d = 20914 Camp_no = 1990-1494 Status = CLOSED Complain = AUSTIN, KAREN Problem = DRNG Type = C Reed = Tue Nov 20 00:00:001990 Tb = 42B3 Padd_pre = SE Padd = 12555 Padd1 = 172ND ST Padd_sult = Parcel = 1432701160 Ntb = 656F6 Continued ========================= 49 Objectid = 20919 Comp_no = 2001-0117 Status = CLOSED Complain = REILAND, STAN Problem = DDM Type = C Recd = Fri Feb 23 00:00:00 2001 Tb = Padd_pre = SE Padd = 12308 Padd1 = PETROVISKY RD Padd_suff = Parcel = 0739000051 Ntb = 656F7 ========================= 50 Objeeti d = 20920 Comp_no = 1992-0609 Status = CLOSED Complain = MARTIN, KAREN Problem = DRAINAGE Type = C Reed = Thu Oct 22 00:00:00 1992 Tb = 42B2 Padd_pre = Padd = 17225 Padd1 = 125TH Padd_suff = SE Parcel = 8960000020 Ntb = 656F7 ========================= 51 Objectid = 20921 Comp_no = 1987-0969 Status = CLOSED Complain = MCCAMMON, DAVID Problem = DRNG Type = C Recd = Thu Sep 24 00:00:00 1987 Tb = 42B3 Padd_pre = Padd = 17221 Padd1 = 125TH AVE Padd_ suff = SE Pa reel = 8960000010 Ntb = 656F6 ========================= 52 Objectid = 20922 Comp_no = 2001-0109 Status = CLOSED Complain = HOLLAND, RICHARD Problem = DDM Type = C Recd = Tue Feb 20 00:00:00 2001 Tb= Padd_pre = SE Padd = 12510 Padd1 = PETROVISKY Padd_suff = Parcel = 0739000030 Ntb = 656F7 ========================= 53 Objecti d = 20923 Comp_no = 1991-0099 status = CLOSED Complain = BRODKA, HELMUT Problem = FLDG Type = CL Reed = Fri Jan 25 00:00:00 1991 Tb = 42B4 Padd_pre = SE Padd = 12602 Padd1 = PETROVITSKY Padd_suff = Parcel = 0739000020 Ntb = 656F7 ========================= 54 Objectid = 20924 Comp_no = 1995-0790 Status = OPEN Complain = WORLEY, JESS Problem = DRAI NAGE Type = E Reed = Fri Jan 05 00:00:00 1996 Tb = 42B4 Padd_pre = SE Padd = 12632 Padd1 = PETROVISKY RD Padd_suff = Parcel = 0739000015 Ntb = 656F7 ========================= 55 Objectid = 20934 Comp_no = 1984-0322 status = CLOSED Complain = FUGATE-BRODKA Problem = FLDG Type = C Reed = Fri Feb 03 00:00:00 1984 Tb = 42B4 Padd_pre = Padd = Padd1 = 12602 SE 176TH ST Padd_suff = Pa reel = 0739000025 Ntb = 656F7 ========================= 56 Objeeti d = 20941 Comp_no = 1996-1135 status = CLOSED Complain = JONES, DAVID Problem = W-O-R Type = C Reed = Thu May 16 00:00:001996 Tb = 42B4 Padd_pre = Padd = 17321 Padd1 = 125TH AVE Padd_suff = SE Parcel = 8960000120 Ntb = 656F7 ========================= 57 Objeeti d = 20945 Comp_no = 1994-0128 Status = CLOSED Complain = ANONYMOUS (WILLIS) Problem = DRNG Type = C Reed = Tue Feb 22 00:00:00 1994 Tb = 42B4 Padd_pre = Padd = 12420 Padd1 = PETROVISKY RD Padd_suff = Parcel = 0739000035 Ntb = 656F7 Page 5 ========================= 58 Objectid = 20946 Camp_no = 1979-0100 Status = CLOSED Complain = BOWEN,RALPH/MARILYN Problem = DRNG Type = C Reed = Tue Jan 30 00:00:00 1979 Tb=41E4 Padd_pre = Padd = 12328 Padd1 = SE PETROVITSKY Padd_suff = RD Parcel = 0739000046 Ntb = 656B7 ========================= 59 Objeeti d = 20948 Comp_no = 1996-2050 Status = CLOSED Complain = NGUYEN, KEVIN Problem = FLDG Type = C Reed = Wed Dec 11 00:00:00 1996 Tb = 42B4 Padd_pre = SE Padd = 12601 Padd1 = PETROVITSKY Padd_suff = RD Parcel = 0739000105 Ntb = 656F7 ========================= 60 Objeeti d = 20950 Comp_no = 1994-0450 Status = CLOSED Complain = HOLLYFIELD, OLLIE Problem = ILLlHKUP Type=WQC Reed = Tue Jun 07 00:00:00 1994 Tb = 42B4 Padd_pre = SE Padd = 12517 Padd1 = PETROVITSKY RD Padd_suff = Parcel = 0739000110 Ntb = 656F7 Continued ========================= 61 Objectid = 20952 Camp_no = 1991-0852 Status = CLOSED Complain = FUGATE, MERLE Problem = FLOODI NG Type = C Recd = Fri Jul 26 00:00:00 1991 Tb = 42B4 Padd_pre = SE Padd = 12615 Padd1 = PETROVISKY RD Padd_suff = Parcel = 0739000115 Ntb = 656F7 Page 6 11Il0-0II1 I I i _ .... ......n..I. aT _________ ""1 0739000056 Map5 Basins; Channel Migration; WLRD Drainage Complaints NT~pline$ CBilSlns 50 T-R ,''',./asLiNEs ~SECLINES NTWPLINES N&reets water Bodies ~ WLRD Drainllge Complaints Pareels WLRD Chamel M!7a~on Huard keas _ SEVERE _ MODERATE NOtyBDU'1darles Oijes 0 400 Feet 1"= 500 feet ® King County !jill!Hii ,t.~~i~:i,,:[ :";;,"'U! ;;ijU 1f !!!.! :( «;:.E < f" l" o' [ 0 .. ~ ~[f.ili ~ii ® " s: or -.J .f :>:-.,11 .. ".1 ~ 0 III !.PB:jJ!.H_; " ~ ~ q ~ I '" VJ it 2!t ,-oJ i 5 ' 0" OJ "0 .!s.!'iS .. .!!O· ~ iii ~ ~ ~ ~ "0 CD ll~·g:;;:~;~ g z z m z or (]) 0 !~~!§!~; .. ~l [ g: m (If ... o· l'P"--':"; ~ ~ .., 0 It.!Jii 'iil H 8 or 0 0 =-:[ 1 _I ;r" ~ <; 0 !!';I!t!~ i~ ~ Ifl;o.:r 01 ;; ,"_ ti ~; ~ (]) ~ l ;i ® <: «;:; < 0 s: 0 0 iii. I ~ " ~ -....J • " ;; ~ i ~ s f f 0 III " ~ <0 W i ~ ~ ~ "0 g ... ~ z ffi , ." CD [ 8 ~ m < ~ ~ (J) " ii' 0 ~ ~ ~. "0 1'0 0 i: ~ ~ 0 0 • a ;; 0 '" 01 ~ 0) N ~ ® " 5 ' .. ~ ~ _1° .. ~ [ 8 'l1'1I!HH <~<:::~~ l> s:: 0 m i:Hpli,. 5i ' ~ .,-, "U l t II) gi~!!tij "t ~ ~ .~g f iF (,..) .1 1·h -l ., • • i ."o!:: " "0 <0 -'" .. i :0 -® ~ ~ " ... !:: Z ~ ". ~~~jin~if I ~ • z~~ 0 0 ~ 0 • rn 00 c S ;z n -·,._l ! 0 !P~jlll!' !!\ 00 I'V it!t t:!',H , § ~ 0 ~ lI,i;;!.:i.t;.i g g 0 !I •. lP2:3 r 01 :;!i~~~!~ ! , 3 --• 1--'" !l 8 CJ) !Ui:"i.iI!1 i~1 a :~ ii ~ a" if ~ .. I ; 1 2 1:;5, il "g ~;i ~-i .,~ ~ 1. 0739000056 Map 8 USGS Topog raph ic contours TopOC 4 5 N,20 N'oo N Township lines S.T·R , . / \.,' OSUNES • A' / I ... V • SECLINES N TWPU NES N STeels Wlt~Bodes Parcels N a ry Bo.ndarin Oties " .............. ;;~OO Feel ,""500 leel ® King County i- ~ SE 173Rdpl 0739000056 Map 9 Flo w Co ntrol N Tcwro~D Wnes $-T-R /\/QSLINES 'N..SECLINES N lWPlI NES N SJ:r~'S Water Bodi es Parcels N oty Ba.r\d anu a~u Semi~ve Slope Level 2 ~e9.$ OA [CJ ERS Landslide Hazard lave( 2 Heas OA lNO Hea SIleofic FIOOII Centro Re~remet'll$ l e vel 1 Fe Area _ Level 2 Fe Area _ Levell Fe Area Bui~~de Flew Ccn:rol Re!J,Jremer"Cs Cl Level 1 Fe Aln C Level 2 Fe Area o 400 Feet 1"= 5 0 01e~ ® King County dale . .hJ 17 . .~ Flow Control Conditions on or adjacent to 0739000056 : ========================= Basi n-wide Fl ow Co ntrol Requ ireme nts R_dJ eve l = 9 Area Specific Flow Control Requirements R_dJ evel = 1 Page 1 "".l.UIt\!,!I PL 0739000056 Map 10 N T(NII"IsAP lines $-T-R /\/aSL!NES N"seCLINES /'V T'WP LI NES /\/Streets W iler Bodies Pareels N c ry 8a.rodlll1es Ci~n eo., BOG OA OWW !:21 Sole $<uce AqlJfef Ne. Speoflc Waler QJ.~ty Reo.nremenls Sese WO Treatment Areas (TAJ _ Semitive La ke TA _ Relilla1l1llySilJiflcllll1l Stream TA Buin-lOide Wat"'" Quality Req.Jirements o Bf,slcWOTA ~ Sem.ati ve Like TA o .00 Feel t o= 500 tet'! ® King County PIc! dele: .AJ 17. 2003 \\ddes001\J{O I'9s"v_dev'tlrojedslaplol2 ap- Water Quality Conditions on or adjacent to 0739000056 : ========================= Bas in -wide Water Q uality Requirements W q..-le ve l = 9 Area Specific Water Qua lity Requirements W q..-le vel = 1 Page 1 0739000056 Map 11 De v elopment Regula tions N T(1ItnStMP l ines ,s. T-R ,'\,' aSLINES N seCLINES '/VTWPLINES N streets W.ter Bodies _", N aty Bo.,ndef1u C Demonslntion Project Area .......... Spedal Chtl1d 0Ver1-V r:J P-9.Alix Zc::nn CJ Spedal CInIInloe Re (J.iremert o Code Resllic~on Obes ;,. ................... 00 Feel ,"" 500 feel ® King County Tho ............ lncIU _ "" tflI, .. ", MI _n .om, .... OY _ _ _~~ ••• _~ .... and I, ."")tCll0 date )oJ 17, Development Conditions on or adjacent to 0739000056: ========================= So = SO -220 Kee = KCC -16. 82 .1500 Page 1 • + ~ ~ot dale 0739000056 Map 12 W ildlife Habitats N Ash and DIm 011" Bald ea gl e NaSls N T()IM1ShIP LineS &T-R ,"v' aSLINES "N.SEC LI NES jI\ITWP LI NES N 9 ree l, I5Z5I ChInook DslnMa"I 500' Bufter Waler Bodle' PIIrc:e!s Parelll1, new Ell". Habile l WDFWI WOFW2 O R TREES' WDFW 20R TREES3 __ TREES2 N City Bo.nd!W'ies Ci hs .. "'''' ........... ...; •• ::0 Feet ,." 500leel ® King County Tho WOf"'_" IndudH .... 1Ns "' ..... b"" <OOO'_plld Wl 11111 II_ ~ ~.,;"'" GI ........ ..,d It .ublttl lO _it •. 7 2003: • ., ® Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton. Washington 98055-1219 File #: B03DCOOI Applicant: La Fortuna LLC ATTN: Karl Best P.O. Box 1790 Snohomish, W A 98291 (425) 397-0739 Notice of Application Date Application Filed: February 13, 2003 Date Determined Complete: February 20, 2003 Project Location: 12632 SE Pretrovisky Road (Parcel No. 073900-0020) Project Description: Construction, with road, drainage, grading & other utilities, of 41 future town homes. Permits requested in this application: Building Relevant environmental documents are available at the above address: Ii':! Yes Development regulations to be used for project mitigation, known at this time: 21A Consistency with applicable County plans and regulations: This proposal will be reviewed for compliance with all applicable King County codes including Roads Standards, Surface Water Design Manual,and Sensitive Areas Codes. Other permits not included in this application, known at this time: Non .. The Department of Development and Environmental Services (DOES) will issue an environmental threshold determination pursuant to the State Environmental Policy Act (SEPA) on this application following a 2l-day public comment penod, which ends on March 31, 2003. Written comments on this application must be submitted to DOES at the address below. Au~>efl;o'nwishltig~act nal information on this proposed o·ect should contact DDES at the address an telephone number listed below. . u may review the application an cumen s or stu le o lce. you require this material in Braille, audiocassette, or large print, please call (206) 296-6600 (voice) or (206) 296-7217 (TTY). Department of Development and Environmental SerVIc Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 (206) 296-6600 Date of Mailing: March 6.2003 =================================================== If you wish to receive a copy of the SEPA threshold determination on this application, complete and return this portion of the notice to the Land Use Services Division at the address listed above. File No. B03DCOOI (" Name: -A vvl '{'ef.Aj J, l'-:\ c.cL-\.l \ O~ Address: 17~+ 12'8 TI-l Av, '"S.E. =+<I?NTDN J \JJA qgo5~ Telephone No.: 4-ds~5:~,01;;Z3 e-2.noa 1/30/98 elc "',:: .. ", . ,:. .. .... .' .',' .: "c',. • • :.:':.~;: ... ":. :.. .::::;~; .: . . ~::: ,---,"-------, -,--,-' --,---_'",,_, _'_, _' ______ , __ ",-,'--,-_~, _,_' ,_, ___ " _'-"""c=,_ W UJ a 0, , <.>[ ~i .. .. rfil-"'i (SZP) HOJ.!)NIHS"J'M ')'JNflOj DNI)I 06Z1/6 ~M .Ws/t'lOHONS (J'I'(HI .4.)/SJ.MOIIJ.1d JS lfll J 06t. J }((}$ "0#1 J.UHS ~3AOj ., '-- : r' .. i i ,.~ "'-'. -', _--4".1"" 'til WI S~ • 5lIJHH'I'1.I • SQ3I«IKJ ~""1':) mN ____ ... _ ...... _:111_ ·tJJ .... ...,u.;r 61,flllN'\,IIiIQ ~NOH.LS 'H ocr f I I I . it g ~ it " . ' . . '-:', . , • '0' ; .... ,. . : :':.: ":' :. ":'" '.:,' : ..... '.',; . . . ... ~ ,:'. . .. . '. , . '. '," ~ . '-.: :",: : . .. . j., ...... '.:. ";" :-.. ',! March 17,2003 Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-l219 Attention Permit Center Angelica Velasquez Regarding Parcel No. 073900-0020 Activity No. B03DCOOI (41 Future Townhouses) Dear Reviewer/ Approver Person, We wish you to look at this project carefully and consider the advisability of your plan. First, it's a fire trap with only one way in and out of an area that has flooded the entrance intersection after heavy rains several times in past years. Also, S.E. 172nd ST. has curbed intersection islands and speed bumps to impede traffic, trucks, and traffic over 15 mph from both directions on S.E. 172nd St. Access to this and a previous development a few blocks west should be provided directly to Petrovisky Road. The county has been putting in restrictive curbing for years on SE 168th St. between 128th Ave S. E. and 116th Ave. S. E. to choke off traffic through the neighborhood. Recently you blocked the road to the shopping center from Cascade Vista on a road that has run under the power lines to the QFC supermarket and post office, bowling alley, etc. So, the county with one hand is trying to block traffic off to stop overloading 128th Ave. S. E. and SE 168th St. which both converge on Renton Park Elementary School, trying to stop all transient traffic through the residential areas while the other hand is allowing 41 townhouses with at least 82 automobiles to go in without direct access to Petrovisky Road (SE 176th St.) Also, you're allowing our frog swamp to get squashed. How are you going to get the sewage to go up hill--put in a sewage pumping station? To summarize, we think you should stop this project unless you provide a road to Petrovisky directly so there is no traffic increase on SE 172nd St. or l28th Ave. S.E. or SE l68th St. You've already blocked the street to the shopping center and choked down SE 168th St., put a blinking red light at l28th Ave, SE and SE 168th St. and choked 128th Ave. SE with painted walking paths. Sincerely, j ~""'2/"V/;~~~< ~0'Zc-~ J Andrew & Clara McCulloch 17204 128th Ave. SE Renton, W A 98058 • £~~ Kathy Kooiker-Wheeler, Mayor June 10,2004 CITY OF RENTON Planning/BuildinglPublicWorks Department Gregg Zimmerman P.E., Administrator Department of Development and Environmental Services Land Use Services Division Attn: Angelica Velasquez 900 Oakesdale Ave. S.W. Renton, WA 98055-1219 SUBJECT: LA FORTUNA TOWNHOUSES, FlLE # B03DCOOl Dear Ms. Velasquez: Thank you for the opportunity of reviewing and commenting on this project proposal. Renton's PlanninglBuildinglPublic Works Department comments are as follows: I. The proposed project is located within the Soos Creek Water and Sewer service area. 2. The proposed development is located within Renton's Potential Annexation Area. Therefore, we request iliat the new street (roadway pavement, curb, gutter, sidewalk, streetlighting, etc.) within ilie development site be constructed to City of Renton standards. We also recommend iliat the froposed new sidewalk on the new internal street be extended along 12710 Ave SE to SE 172n Street. Sincerely, .... !J:1i1IJ.!!!,~ PlanninglBuildinglPublic Works Dept. cc: Neil Watts Jennifer Henning LysHomsby Sandra Meyer ----------~1~05~5~S~o-uili~G~ra~d~y~W~a-y~-R~e-n~to-n~,W~a-s~hi~ng~t-on~98~O~5~5------------~ ® ThiS paper oontains 50% recycled matenal, 30% post consumer AHEAD OF TilE CURVE ® King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 (206) 296-6600 TIY (206) 296-7217 Alternative formats available upon request Drop-Off Cover Sheet for Land Use Services Division -****"' ••• "' •••••• "'.****"'.*"'.,., IMPORTANT *****oIi:***_."''''_.''''''.'''********:U, PROJECT NUMBER AND NAME IS NECESSARY !) FOR ALL DROP-OFFS Project No.: i 70 t~ G t\ 0 ( Project Name::L (uv I UrJf\ LL { -' Date Received by LUSD ~ I~H~ ~O~~;3[ ~ FROM:~~ __ ~~~~~~ ______________ ___ Company Name / Contact Person K.C. D.D.E.S. Telephone No.: -,--;--___________ _ TO f#{!1 l,t u\, l )k(Ul S ¥ lJ rL ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF (please print) Short Plat I Plats Please specify item(s) dropped-Dff: Lot Line Adjustment Permit Please specify item(s) dropped-off: Right of Way Permit Please specify item(s) dropped-Dff: Clearing I Grading Permit Additional information requested; please specify item(s) dropped-off: Other: ____________________________________________________________________ __ PLEASE NOTE: All drop-Dff item(s) will be logged into the computer under the project number, therefore, it is important that the top portion of this form is completed properly before you' drop-off anything. Assistance in finding a project number can be provided by speaking to a Land Use Services Division Person of the Day (POD) or the Zoning/Land Use Technician. Your cooperation is important. Thank you. LUSD Drop-Off Cover Sheet Ig-cvs-dropoff.pdf 05-30-2002 Page 1 of 1 Department of Developmem and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Remon, Washington 98055·1219 File #: B03DCOOI Notice of Application Date Application Filed: February 13, 2003 Date Determined Complete: February 20, 2003 ... Applicant: La Fortuna LLC ATTN: Karl Best P.O. Box 1790 Snohomish, W A 98291 (425) 397-0739 Project Location: 12632 SE Pretrovisky Road (Parcel No. 073900-0020) Project Description: Construction, with road, drainage, grading & other utilities, of 41 future town homes. Permits requested in this application: Building Relevant environmental documents are available at the above address: Ii1 Yes Development regulations to be used for project mitigation, known at this time: 21A Consistency with applicable County plans and regulations: This proposal will be reviewed.Jor compliance with all applicable King County codes . ..... including Roads Standards, Surface Water·. . Design Manual, and sensitive Areas Codes. Other permits not included in this application, known at this time: None The Department of Development and Environmental Services (DOES) will issue an environmental threshold determination pursuant to the State Environmental Policy Act (SEPA) on this application following a 2 I-day public commen,t penod, which ends on March 31, 2003. Written comments on this application must be submitted to DOES at the address below. Any person wishing additional information on this proposed project should contact DOES at the address and/or telephone number listed below. You may review the application and any environmental documents or studies in our Renton office. NOTE: If you Tequire this material in Braille, audiocassette, or large print, please call (206) 296-6600 (voice) or (206) 296-7217 (TTY). Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 (206) 296-6600 Date of Mailing: March 6. 2003 =================================================== If you wish to receive a copy of the SEP A threshold determination on this application, complete and return this portion of the notice to the Land Use Services Division at the address listed above. File No. B03DCOOI Name: t{o)'IJAL../) Ave Vc6er< c. '5 Address :_..J.)...\./p"--'"'$"'CJ'-'8..>....---'I'-'D~(p:...-#.-'-'A'-"t!e::..:~=-£"--, --='S,--,--, C.=-'--_____________ _ ---LR.:::o.=L:""-N"'-!!.rV=,u'-----'.....:uJ=!4:.!C.'--__ 1 ........ Etc, CJ::.,5",",~ ~.<..~ ____ Telepbone No.: '/2.':;; :1.2 i. {) 3 (" '1 F!l6/SPRS/'I'ype-].noa 1/30/99 elc -...... c:::J I}!] ~ .-/ .-'---.-.~--,-----. . .... -~.-----; ---'--- . if) W CI rUI""~i (Slt) 06U, .. AI J,SII'IOHOIiS 06/t xci. ·O'd NOIJ:JIlIi-LSNOD J,G3S-){ '- ~ 1 ~J ! 0, ! I or'i,: i ....., I.. :-i: : ~; iv'\! . , I I":' i ./ .... --...... . .•.. . ":-'.' . . , . ". '.: . . ;; ...... -'"-- I i IIIIII .I f i I I ,it fi B :1 Ii ,,' ;: . ". "'. ' .. <', . " ;:. ..". ; ... ' .. :'. :." , . . " ... ,' .' :'.' .... '" .,',' .. " , • I" , .. :, ----.. ,' . o " Q:': 2):, ~' .. """ o cfJ ": . . :' '.' :, ' . "'. ," .., '., ".,,:" ., ' ··.".)8 •• '·;'" ·r .... '.: .... , , " '. ,: .... :,. :,;" I'::l~ ~ Parcel: I07390o~0020 Localion: I --~ Status: 1.6.CTI\lE OWNER: IBRODKA HELMUT +LIJURDE~: L .Date:~ iii. AlP/D's For Parcel: 073900-0020 !Iii! Ei » ir u ... .j::lUU-uu.::::u tiu.jUL.UU I LUML::'II LUML::'II t. -._----"--""'-- 073900~0020 L01 L0082 LLA BLA P 073300~0020 . L33G0071 GRADE GRADE P r---------- Selecl Parcel I, umbers Like 1073900-0020 IQK I ..--Fillers: Status: __ --I Iype: I SubType: I _I Entered Date Between: r=/_,--: andr='_'-=:=J [-----_.--T oolBar Ordeor I u1a L __________ _ ~ Select Select Multiples & Make Activity Set r S how Address Attachments r ® Jl:. Un~2el Exit. Back2top r 8ack.§!top r I Licensee: KING COUNTY, WA I Serial Number: 6136 Users: 150 rV;;;;;;:;:-; 4.7.24- ~~ lit! Slarlll J ~ Inbox -Microsoft Outlook I ~ 'PERMITS' Plus IJ e ~ m 1~~~<fjCt}; 1121 AM Friday. Feb 14. 2003 11 :21 AM King County -DOES King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwesl Renton, Washington 98055-1219 July 25, 2003 c/o Karl Best La Fortuna LLC Post Office Box 1790 Snohomish, WA 98291 Tracking Nnmber: B03DCOOI Project Name: La Fortuna Commercial Site Development Location: 12632 SE Petrovitsky Road Dear Mr. Best: The Technical Screening Team (TST) has completed screening your application for basic design compliance with King County Codes. This was one of the first of several review stations your application will pass through (please see the enclosed "Your Permit Application Review Path"). Your application has been forwarded on for plan review: however. the following issues must be addressed as part of the plan review process: Zoning, Landscaping, and Parking 1. Exterior illnmination ofthe site is required to provide pedestrian and vehicular safety (King County Code (KCC) 2IA.18.100.D.l). As such, as illnmination plan and photometric analysis to ensure direct illnmination on adjoining property is minimized and Inminous at the property line do not exceed 1 foot candle, is required (KCC 2IA.18.110.G). Please submit an illnmination/photometric plan and analysis. 2. Please submit a copy of the agreement with the waste management provider regarding curb side recycling pick up. 3. The mail kiosk to serve the handicap units in building number I is shown on the sit plan sheet C I, C2 or AI.I. Please revise your plans to show this or indicate where this is on your plans. 4. The trail connecting the two recreation areas is only shown on the landscape plan. This trail should also be depicted on the civil and architectural site plans. Please revise accordingly. Please contact Nancy Hopkins at (206) 296-7120 if you have any questions regarding the Zoning, Landscaping, and Parking items. Karl Best July 25, 2003 Page 2 General Resubmittal Requirements • The enclosed "Additionallnfonnation Submittal Fonn" should be used • Written commentary detailing how the individual items have been addressed • If you are making any changes to the architectural pages, please submit 3 copies • If you are making any changes to the site development pages, architectural site plan, civil, and landscape plan, please submit 8 copies Until this infonnation is received, your application is on hold at the stations requesting additional infonnation. The Permit Center will keep your application for 60 days. If all of the above infonnation is not received within that time, the Department will cancel your application. Continuation of the project after that time will require submission of a new application. **Important note: Please provide a written commentary as to how you addressed the above number items. Resubmittals without a commentary may delay the review process. To facilitate processing, the requested information should be submitted to the DDES Permit Center Reception Desk, 900 Oakesdale Avenue Southwest, Renton, WA 98055- 1219. Any information requested by the technical screening team that is mailed to our office will be sent to the permit center for processiug. The enclosed "Pennit Application Review Path" illustrates the different review/work stations that have been assigned for the County's review of your pennit application. Also included is a brochure entitled "What Happens During the Review Process" explaining the overall process and a description of each work station's scope of review. Any questions you have about your review path, or routing in general, should be directed to Mai Ph am at (206) 296-6767. Questions regarding the detailed review comments above should be directed to the particular reviewer as indicated. [If you have emolled in the project management program, please feel free to contact the project manager assigned to you directly.] Please note that revisions or changes to the project design could affect your permit application's review path as well as the time it takes to complete the review of your application. In addition, this review path shows the interrelationship between different review stations and is not intended to depict the length of review time for any given review station. Sincerely, James Chan, P.E. Site Engineering and Planning Supervisor Enclosure cc: ~er IV -Supervisor, Current Planning .~~ Fire Protection Engineer II Nancy Hopkins, Planner II Pennit File B03DCOOl I IOns/ D. R. STRONG Consulting Engineers Inc. 10604 N.E. 38TH PLACE, SUITE 101 • KIRKLAND, WA 98033-7903 (425) 827-3063 May 22, 2003 James Chan, P.E. Site Engineering and Planning Supervisor King County DDES 900 Oakesdale Avenue SW Renton, WA 98055-1219 • TOLL FREE (Washington State) 1-800-962-1402 • FAX NUMBER (425) 827-2423 Project No. 01261.600 Re: La Fortuna Commercial Site Development K. C. Tracking No. B03DCOOI 10) ~©~OW~[Q) lnJ MAY 29 2003 12632 SE Petrovitsky Road K.C. D.D.E.S. Dear Mr. Chan: Thank you for your coordination of the review of this project. We have carefully considered each of the comments in your letter dated April I, 2003. Additional infonnation has been provided and revisions have been made as appropriate. Following is a summary of the actions taken in response to each comment. General Comment 1. The need for a pre-application meeting prior to building pennit intake has been noted. Site Drainage Review 2. The TIA did not reveal a need for any additional R.O.W. improvements. Therefore, no changes have been made to the stonn drainage facility. 3. No reviewer's comments revealed a need for any changes that would significantly impact the impervious area calculations. Therefore, no changes have been made to the TIR or the stonn drainage plan. Zoning, Landscaping, and Parking 4. A residential density calculation worksheet has been included for your review. 5. This project complies with KCC21A.12.200B density is transferred from the area of lower density to the region of higher density. This is documented on the cover sheet under the heading "Zoning Requirements". . 6. A table describing the zoning requirements has been added to the cover sheet. 7. A landscape bond quantity worksheet will be provided by the landscape architect. 8. As discussed in our phone and email conversations, the significant tree survey and retention plan is described on Sheet C3 of the plans. The replacement tree infonnation is now more fully described in the landscape plan. I James Chan, P.E. May 22,2003 Page 2 of3 9. The zone boundaries have been added to the engineering plan cover sheet and the architectural plans. 10. All plans have been modified so that they are consistent throughout. II. The curved path you see is simply a lawn area. This should now be depicted accurately on the landscape and architectural plans. 12. The HC stalls have been labeled with their related unit. 13. The ADA ART has been added to the dimension plan on Sheet C2. 14. The ADA details have been added to Sheet C2 because of space constraints on Sheet C5. IS. See Item No. 13 above. 16. It is convenient for people with strollers or wheeled moving equipment to have a ramp down to the existing grade at the terminus of a sidewalk. For example, someone who lives in Building No.8 walking with a stroller along the sidewalk in front of Building No.7 may use the ramp when crossing the road to their unit. The same applies to the ADA ramp in front of Building No.6. 17. The architectural plans have been revised to note bicycle storage. 18. Waste Management services the Site and a memo from them is provided for your records. 19. The landscape plan has been revised so that the trail aligns with the sidewalk. 20. A curb cut and crosswalk has been added for access to the tot-lot. 21. Additional information regarding the trail has been provided on the landscape plans. 22. A sidewalk has been added along the East Side of Building No.7. 23. The landscape plan has been revised to show all necessary details. 24. The recreation space area breakdown information has been added to the landscape plans. 25. As per our phone and email conversations, the mailbox unit closest to the ADA housing has been moved behind the sidewalk so as to place the unit within the accessible route of travel. 26. The building height has been revised on the architect's plan. 27. No exterior lights are proposed at this time. Traffic Issues 28. A Traffic Impact Analysis has been prepared, and is included for your review. 29. The applicant has chosen to conform strictly to the requirements of the King County Road Standards. Geotechnical Issues 30. The geotechnical engineering report has been expanded to address Issues of subgrade preparation and drainage. James Chan, P.E. May 22,2003 Page 3 of3 SEPAIssue 31. A Traffic Impact Analysis has been prepared, and is included for your review. Thank you for your attention to this project. If you have any comments or questions, please do not hesitate to contact me. Sincerely, D. R. STRONG Consulting Engineers Inc. Jeremy S. Febus, E.LT. Design Engineer JSF/sjw Enclosures IISTRONGSERVERIDOCUMENTSIkOII210126JIL030505-Chan.doc The Jay Group, Inc. Lalldscape Architects, Civil En,illeen alld Environmental COllsultallts May 21, 2003 King County Dept. of Development And Environmental Services 900 Oaksdale Ave. SW Renton, WA. 98055-1219 Tracking Number: B03DCOOI Project Name: LaFortuna Commercial Site Development The Jay Group has addressed the comments made by TST. All items have been responded to according to TST'S review and are in basic design compliance with King County Codes. 1. The LBQW has been revised to include the cost of the recreational facilities per KCC21A.14.195 2. A Tree Retention Plan was created to show significant trees being saved and calculations were shown on drawings per KCC21A.38.230(B) 5. 3. The landscape plans have been altered to match architectural and civil plans. 4. The trail entrance has been revised to show how the trail as it aligns with Bldg. 7. 5. The trail connecting the rec. spaces has been shown on the plans with a note and detail stating that the trail shall be of an all-weather material and shown to be a minimum of 48". 6. The calculations for the recreation space and tot-lot areas have been shown on plans and in legend with the Rec. equipment specifications. 7. Manufacturer's equipment specs and catalog cuts have been added to the final submittal package. GelJJ.e Kaage L~~~ The Jay Group 1925 5th St. Marysville, W A. 98270 1927 -5th Street • MarVlville, WA 98270 • (360) 659-8159 • hx: (360) 651-7252 • e-mail: mail@iav~roupll(.(om ® King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 September 17,2003 TO: Bill Kerschke, Senior Ecolo FROM: Angelica Velasquez, PI RE: La Fortuna Townhouses -B03DC001 6-7136 Attached for your review and comment is infonnation regarding the above-referenced project. Please respond no later than October 8. 2003. If I do not hear from you by that date, I will assume you have no comments. Please call if you have questions, need additional infonnation or need an extension oftime for review. Feel free to attach additional sheets as needed for comments or mitigations. For proposed mitigations, please indicate substantive authority. You may also e-mail your comments to me at angelica.velasquez@metrokc.gov. Comments: Mitigations: Staff Name: Department: Date: ® King County Department of Developinent and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 September 17, 2003 TO: Kris Langley, King County Traffic FROM: Angelica Velasquez, Planner P 0 RE: La Fortuna Townhouses -B03DC001 Attached for your review and comment is information regarding the above-referenced project. Please respond no later than October 8, 2003. If I do not hear from you by that date, I will assume you have no comments. Please call if you have questions, need additional information or need an extension of time for review. Feel free to attach additional sheets as needed for comments or mitigations. For proposed mitigations, please indicate substantive authority. You may also e-mail yourcommentstomeatangelica.velasguez@metrokc.gov. Comments: Mitigations: Staff Name: Department: Date: King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 April I, 2003 c/o Karl Best La Fortuna LLC Post Office Box 1790 Snohomish, WA, 98291 Tracking Number: B03DCOO I Project Name: La Fortuna Commercial Site Development Location: 12632 SE Petrovitsky Road Dear Mr. Best: The Technical Screening Team (TST) has completed screening your application for basic design compliance with King County Codes. However, the following information and/or changes are required before detailed code and ordinance review can proceed: General Comment I. A limited pre-application meeting with building and fire reviewers will be required prior to building permit intake. See attached form. Site Drainage Review 2. DOES Traffic Review Section provided comments requiring a Traffic Impact Analysis. Based on the data from the analysis, additional roadway improvement maybe required. Roadway improvement within the right-of-way is considered as part of the total development and must be considered in the detention and water quality analysis. If roadway improvement is required by the DOES Traffic Review Section, please examine the comments provide in the pre-application meeting on roadway improvements. 3. If other review staff have comments. It may provide additional impervious surface on-site. The Technical Information Report for the drainage analysis will have to be modified to incorporate the added impervious surface. Please contact Ronaldo Hoelscher at (206) 296-6777 if you have any questions regarding the Site Drainage Review items. Zoning, Landscaping, and Parking 4. Submit a residential density calculation worksheet that addresses the density for this split-zoned site (R-8 and R-12). 5. Address the site density "blending" requirements in KCC 21 A.12.200B. Document how the subject proposal complies with these requirements. Karl Best April 1, 2003 Page 2 6. Provide a data block on the main site plan or cover sheet that provides a breakdown of zoning requirements such as parking proposed verses required, density per zone, and impervious (I.e., 75% in R-8 zone and %85 in R-12) and building height by zone type (R-8 verses R-12). 7. Submit a LBQW that includes the cost of the recreational facilities per KCC 2IA.14.195. S. This site is subject to the significant tree special district overlay. Submit a significant tree survey and retention plan pursuant to the criteria of KCC 21 A.3S.230(B) s, 9. Revise both the civil and architectural site plans to show the R-S and R-12 zone boundaries. 10. The civil, architectural and landscape plans do not match. There are numerous inconsistencies regarding rec. area figures, parking lot locations, trail locations, building numbering, sidewalks etc. Please revise all plans so they match. II. Sheet C-l shows a curved paved area that wraps around the parking area by building 7 and the rec. area. This is not reflected on the other plans. Please identify what this area is (sidewalk?) and make sure all site plans show this feature. 12. Add a note to the site plans designating the HC stalls to the appropriate HC unit in building one. 13. Delineate the Handicap ADA accessible route of travel (ART) on the site plans. An ART must be available from the HC units to all public amenities such as the tot-lot, recreation area, mail kiosk, recyclable areas and parking. If an area is not accessible via an ADA compliant sidewalk, provide a HC drop-off stall. 14. Provide HC stall striping and signage details on the civil sheet CS. 15. Indicate the HC accessible route of travel on the site plans. 16. Sheet C-l shows 2 HC curb cuts along the street by buildings 6 and 7. What is the purpose for these and how do they fit in with the circulation of the site? 17. Revise the garage plans to include a note that bicycle storage is available in each unit's garage per KCC 21A.IS.030.E. 18. Submit documentation from the provider that curbside recycling pick-Up is available to this site. 19. Revise the orientation of the trail entrance to the open space/rec. area by building 7 so it aligns with the sidewalk. 20. Provide a curbcut at the street by the tot-lot and crosswalk for access to the tot-lot. 21. The trail/path within the rec. spaces and connecting the two recreation areas must be constructed of an all-weafher, slip resistant surface. Provide a plan note and details on all site plans indicating a hard surface trial such as asphalt will be constructed. The trail width must be at least 48 inches. Provide this detail on the plans. 22. Revise the site plans to show a sidewalk along the road between buildings 6 and 7 to provide access to the recreation area. Karl Best April 1, 2003 Page 3 23. Provide plan details of all the rec. facilities such as benches, barbecues, and play equipment. Add these to the landscape plans. 24. Provide a breakdown of the required rec. space by tot-lot area with required play equipment, and required rec. area for the remaining rec. area per KCC 2IA.14.ISO. Place these calculations on the cover sheet or landscape plan: a) Total rec. area required at 6,970 b) Tot-lot at 1,845 square feet with play equipment c) General play area at 5125 with 2 rec. elements (specified) 25. The mail kiosks will not accommodate a HC person out of a vehicle as shown. If a person drives up to the mailbox, any following traffic will be stopped. Since there is no sidewalk adjacent to the mailbox, design a pull out in front of each mailbox for pick up. The parallel pull-out stall should be designed as a parallel stall, measuring 8 1/2 by 20-feet. 26. The maximum building height in the R-8 zone is 35'. Please reduce the building height of building 3 from 36' to 35'. 27. If exterior lights are proposed, prepare and submit an illumination plan for the site, including a photometric analysis. Provide light standard and fixture plan notes and details. Exterior lights must not spill over on adjacent properties or street rights of way (KCC 21A.IS.IIOG). Please contact Nancy Hopkins at (206) 296-7120 if you have any questions regarding the Zoning, Landscaping, and Parking items. Traffic Issues 28. Provide a traffic impact analysis (TIA) addressing the impacts of this development and recommended mitigation (see SEPA comments). 29. This project is located within the City of Renton's potential annexation area. Gregg Zimmerman with the City of Renton has requested that any new streets within the development site be constructed to City of Renton street improvement standards. The applicant can voluntarily design the roadway improvements to these standards. At a minimum, the roadway design must meet King County Road Standards. Please contact Cindy Callan at (206) 296-7228 if you have any questions regarding the Traffic Issues. Geo Technical Issue 30. Base on field observations by King county staff, there appears to be existing fill placed on potentially compressible wetland/muck soils. Please provide geotechnical engineering analysis of soil conditions in the areas of proposed improvements. The analysis must include recommendations for all necessary subgrade preparation and drainage. At the time of building permit application, geotechnical recommendations for foundation design and related improvements will be required. Please contact Todd Hurley at (206) 296-7267 if you have any questions regarding this Geo Technical Issue. SEPA Issue 31. Please submit a Traffic Impact Analysis discussing the traffic impacts from the completed townhome project. Please contact Angelica Velasquez at (206) 296-7136 if you have any questions regarding this item. Karl Best April 1, 2003 Page 4 General Resubmittal Requirements • • • • The enclosed "Additional Information Submittal Form" should be used Written commentary detailing how the individual items have been addressed If you are making any changes to the architectural pages, please submit 3 copies If you are making any changes to the site development pages, architectural site plan, civil, and landscape plan, please submit 8 copies Until this information is received, your application is on hold at the stations requesting additional information. The Permit Center will keep your application for 60 days. If all of the above information is not received within that time, the Department will cancel your application. Continuation of the project after that time will require submission of a new application. **IMPORTANT NOTE: Please provide a written commentary as to how you addressed the above number items. Resubmittals without a commentary may delay the review process. To facilitate processing, the requested information should be submitted to the DDES Permit Center Reception Desk, 900 Oakesdale Avenue Southwest, Renton, W A 98055-1219. Any information requested by the Technical Screening Team that is mailed to our office will be sent to the Permit Center for processing. Sincerely, James Chan, P.E. Site Engineering and Planning Supervisor Enclosure cc: Greg Borba, Planner IV -Supervisor, Current Planning Paul Eichhorn, Fire Protection Engineer II Ronaldo Hoelscher, Senior Engineer Nancy Hopkins, Planner II Todd Hurley, Earth Scientist Cindy Callan, Traffic Engineer (DOT) Angelica Velasquez, Planner II Permit File B03DCOOI ® King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Application Acknowledgement An application has been received for the following work: Application Number:B03DC001 Application Date: 02/13/2003 Applicant:LA FORTUNA LLC Location:Lot 4 Blk 1 Benson Heights Add Site Address: Parcel: 073900-0020 Permit Type:COMLSITE, COMLSITE Title:La Fortunate Comm. Site Dev. Description:Construction of Road, Drainage, & Other Utilities for Future 41 Unit Townhome Project Valuation: $725,930.00 Questions about this application and it's status should be directed to the permit service center at: 206-296-6600. Date Printed:02-13-2003 bp_appI8-20-99 Parcel Number: 0739000020 Taxpayer: BRODKA HELMUT +LQURDES L Annexation: N/A Jurisdiction: Unincorporated King County Situs Address: Postal City: Renton, 98058 Plat Name: BENSON HEIGHTS ADD; Rec: nil Lot: 4; Block: 1 Kroll Page: 602 E Thomas Bros. Page: 656 1/4-S-T-R: SE-28-23-5 Acres: 2.49 (108464 SqFt) Current Zoning: R-8-S0, R-12-S0 Potential Zoning: Camp. Plan Land Use: um Assessors Open Space: N/A Commercial Use: N/A Number of Units: N/A Mobile Home: N Land Value: 65000 Improvements Value: 0 Community Plan Area: Soos Creek Unincorporated Area Council: N/A School District: Renton 403 Fire District: 40 Roads MPS Zone: 336 ($4687,00) Waterfront: No Water Service: WATER DISTRICT Water Service Planning Area: Soos Creek Water And Sewer District Sewer Service: No Information Airport Noise Remedy Program: N/A Bald Eagle Flag: N/A Council District (1996-2001): 6 Rob McKenna (R) Council District (2002): 5 Dwight Pelz (D) Drainage Basin: Soos Creek, WRIA 9 Police: King County, Pct: 3, Dist: F3 Service/Finance Strategy Area: Full Service wlTransit Priority Snowload Zone: Standard Agricultural Production District: N Forest Production District: N Rural Forest Focus Area: N TOR Type: N/A TOR Status: N/A TOR Permit Number: N/A Building Inspection Area: Cleo Rubalcaba Clearing Inspection Area: Jim Ballweber Code Enforcement Inspection Area: Bill Turner ESA I nspection Area: Kathy Newborn Grading Inspection Area: Ramon Locsin land Use Inspection Area: Tenzing Thinley Sens. Areas Notice(s) on Title: NONE R-4,SO " " " , , ", ", , , , , ' , " R-6-S0 R-18-S0 CB-SO KING COUNTY B03DC001 Zoning N Township Lines S-T-R . , " '\,/ aSUNES 'A' / I .. V . SECLINES NTWPLINES N Streets _ Water Bodies D Zoning Parcels N City Boundaries Cities o 400 600 1200 , .... g351eet ® King Countv I~q J Plol dale Mar 7.2003, \lddas001I>cOllgis\av_devlprojec\slOOse2.apr ----------------------------------------------------------------------------------------,,------------~~-------,,,~ ~ o (1) C) T'""~ o 0-0 UC oro C"')- 0(1) coS: !< ~ ~ l ~l • :§. § ~ ~ • ® King County MAY 2 J 2Juj K,C, D.D,E,S, tJ ' ,I C O~7 I\l-VIS"L.-r /-f;; -,-' (.../ Department of Development and Environmental Services Ruildillg Services Division RESIDENTIAL DENSITY CALCULATION WORKSHEET 900 Q,lkesdale Avenue SW Remon, WA 98055-12[9 (206) 296·6600 This worksheet will assist you in correctly applying specific portions oftlle zoning code related to allowable density and \Vi II be used to determine if a proposal meets the density provisions of the King County Zoning Code (Title 21 A). NOTE: Use this worksheet ONLY if your proposal is for a residential development on an existing legal lot or for a residential development associated with a residential condominium binding site plan. A separate density worksheet is available for residential subdivision proposals. This worksheet is prepared to assist applicants, and does not replace compliance with adopted local, state and federal laws, A pre-application conference is required for all Type 1 development proposals if the property will have 5,000 square feet of development site or right-of-way improvements, the property is in a critical drainage basin, or the property has a wetland, steep slope, landslide hazard, erosion hazard, or coal mine on site. A pre-application conference is required for all Type 2, 3 or 4 development proposals. Exempt from the requirement for a pre-application conference are I) single family residences and their accessory buildings; and 2) other structures where all work is in an existing building and no parking is required or added. You may call 296-6600 to find out if a pre-application conference is needed for y'OliT proposal and how a pre-application conference can be arranged. DATE: /-/'S'-()'Z.- NAME OF DEVELOPMENT: La ~",-+urJO\ FILE NO. ___ _ COMPREHENSIVE PLAN LAND USE DESIGNATION: __________ _ ZONING DESIGNATION(S): R-(5-So R-/2 -SO COMMUNITY OR SUBAREA PLAN: ________________ _ Ifmore than one zone designation exists on the property, the architectural site plan must show the boundary between the zones and the area within each. In such cases, the transferring of density across zones on the lot may be pennitted subject to the provisions of K.C.C. 21 A, 12,200. Please complete only the applicable portions of the form. I. Site Area (KC,C. 2IA,06.1172); Site area (in square feet) is the gross horizontal area of the project site, less submerged lands as defined by K,C,C. 21 A,OG, 1265, less areas which are required to be dedicated on the peril11eter of a project site for publLc rights-of-way. + _____ square feet in submerged land (allY land below the ordinary high water mark -see K.C.C. 21A,06.l265 and 21A,06,825.) _____ square feet in perimeter rights-of-way which will be required to be dedicated (area 30 feet from center line of road) Total Calculation: 19 t:-s 2-4 gross horizontal area of the project site _.....::.(11 ___ Total submerged lands and rights-ot~way /44(3'l1-( R-g)-=- 5Z,13c: (R-I2.)-:" 3,3/5' Ac.., /, I q t Ac.., /96,524 Site area in sqt1are feet NOTE: To continue calculations, convert site area \ 4, S 12. Site area in acres II. Base Density (Kc'c' 21A,12,030 -,040 tables): in square feet to acres by dividing by 43,560 &5d,,, ODe) GI S liJfo fr-r ZMe hOUf{d4r~e.5 The base density is detennined by the zone designation(s) for the lot. i(-g ' __ 8 __ du/acre 17-/2'· /7- April 22, 1997 Page 1 of4 • Ill. Allowable Dwelling Units, Floor Area and Rounding (KC.C. 21A.12.070): The base number of dwelling units is calculated by multiplying the site area by the base density in dwelling units per acre (from K.C.C. 2IA.12.030 -.040 tahles). R· g,. 3.3/S-)( g R.t 2: I, 191 site area in acres (see Section I.) X J Z-base density (see Section II.) R' 8 ~ .~"', S-Z allowable dwelling unils '> 4(J 08 -) 4 f R·,'2.o 14-,3(" ,0 The allowed floor area, which excludes structured or underground parking nreas and areas housing mechanical equipment, is calculated by multiplying the site area hy the floor to lot area ratio (from K.C.C. 21A.12.040). _____ site area in square feet (see Section I.) X _____ floor to lot area ratio (K.C.C. 21A.12.040) _____ allowed floor area in square feet When calculations result in a fraction, the fraction is ronnded to the nearest whole number as follows; I I. Fractions of .50 or above shall be rounded up; and 'llt.; S, I (i~ G ~. 2. Fractions below .50 shall be rounded down. i~', ~~_ ~.-e~\.....- .. (LJ2. -\...t ... ,}.-( :..-c.. IV. Required On·site Recre.tion Space (KC.C. 21A.14.180): (! . !:e-i\~ -e, "Q iH{L it .o()1 .')'. I 'C-t. I '-i I '8 D 1.j..L.( When more than four dwelling units are proposed in any residential development in the UR and R zones, stand·alone ! ~.- townhouses in the NB zone on property designated Commercial Outside of Center in the urban area, or within any {..I. ~ mixed use development, then the proposal is required to provide recreation space. When recreation space is required, -0, e. recreation space must be computed by multiplymg the recreation space requirement per unit type by the proposed number of such dwelling units (K.C.C. 21A.14.180). NOTE; King County has the discretion to accept a fee in lieu of all or a portion of the required recreation space per K.C.C. 21.'1..14.185. Apartments and townhouses developed at a density greater than eight units per acre, and mixed use must provide recreational space as follows; 4/"'" n; f.$ '9. A • , ~ I- -4,5' 1 tlC -.• ;'" ~lIlr'lClc. I 90 square feet X __ proposed number of studio and one bedroom units 130 square feet X __ proposed number of two bedroolllunits 170 square feet X ~ proposed number of three or more bedroom units Recreatton space requirement + + Townhouses and single family detached proposals developed at a density of eight units or less per acre must provide recreational space as follows: 390 square feet X __ proposed number of units Mobile home parks shall provide recreational space as follows; 260 square reet X __ proposed number of units V. Net Buildable Area IKe.c. 21A.06.797): The net buildable area is the site area (see Section I.) less the following areas; & areas within a project site which are required to be dedicated for public rights-of· way in excess of sixty feet (60') of width + ql,(ol B sensitive areas and their buffers, to the extent they are required by King County to remain undeveloped + __ $ ___ areas required for above ground stonllwater control facilities including, but not limited to, retention/detention ponds, biofiltration swales and setbacks from such ponds and swales + {; z CJ 0 areas required by King Counly to be dedicated or reserved as on-site recreation areas (see Section IV.) +----regional utility corridors) and + Calculation: April 11, 1997 Page2of4 other areas, excluding setbacks, required by King County to remain undeveloped Total reductions /96/:; 24 site area in square feet (see Section I.) q 7'208 Total reductions = 9 B 01 (., net buildable area in square feet '2. :2..& 3. net buildable area in acres NOTE: convert site area in square feet to acres by dividing by 43,560 VI. Minimum Urban Residential Density (K.c.c. 2IA.l2.060): The minimum density requirement applies llillY. to the RR4 through R-48 zones. Minimum density is determined by mUltiplying the base density in dwelling nnits per acre (from K.C.C. 2IA.I2.030 table) by the net buildable area of the site in acres and then mUltiplying the resulting product by the minimum density percelltnge from the K.C.C. 2IA.12.030 table. The minimum density requirements may be phased or waived by King County in celiain cases. See K.C.C. 21 A.12 .060(A-B). Calculation: R-8: 8 12)(1./'i7 'I. 2..7 [,3 -:.. 7,2- R-,2 1 I?-base density in dulac (see Section 11.) X .if.SII· net buildable area in acres (see Section V.) .852" X minimum densitY % set forth in K.C.C. 2IA.12.~30 or as adjusted in Section VII. /3'.3 minimum dwelling units reqUired> 5 --I: It-~ 7/2-20. mil''/.-UI1J:S t A proposal to locate a single residential unit on a lot is exempt from the minimum density requirements if the residential unit is located within 15 feet of one or more interior lot lines or the site is pre-planned to demonstrate that the proposed residential unit is compatible with future division of the site to meet the minimum density requirements .. interio lot lille Residence within 15 feet of interior line -[5 feet L-proposed residential unit Pre-planned site proposed residential 'r(lIlure /01 line lIll it .lii/w·e residential lInit VII. Minimum Density Adjustments For Modernte Slopes iK.C.C. 2IA.I2.062): Residential developments in the R·4, R·6 and R-8 zones may modify the minimum density factor in K.c.c. 21A.12.030 based on the weighted average slope of the net buildable area of the site (see Section V.). To determine the weighted average slope, a topographic survey is required to calculate the net buildable area(s) within each of the following slope increments and then multiplying the number of square feet in each slope increment by the median slope value of each slope increment as follows: _____ sq. ft 0 -5% slope increment X 2.5% median slope value:::: + sq. ft 5 -10% slope increment X 7.5% median slope value == _____ + + sq. ft 10· 15% slope increment X 12.5% median slope value = + + _____ sq. ft 15 -20% slope increment X 17.5% median slope value = + + sq. ft 20 -25% slope increment X 22.5% median slope value = + + sq. ft 25 -30% slope increment X 27.5% median slope value = + + sq, ft 30 -35% slope increment X 32,5% median slope value = + + sq. ft 35 -40% slope increment X 37.5% median slope value = + _____ Total square feet in net buildable area Calculation: _____ Total square feet adjusted for slope _____ total square feet adjusted for slope divided by total square feet in net buildable area _____ weighted average slope of net buildable area _____ % (Note: mUltiply by 100 to convert to percent· round up to nearest whole percent) Use the table below to detennine the minimum density factor. This density is substituted for the minimum density factor in K.c.c. 21 A.12.030 table when calculating the minimum density as shown in Section VI. of this worksheet. Weighted Average Slope of Net Buildable Area(s) of Site: Minimum Density Factor: 0% ~ less than 5% 85% 5% -less than 15% 83%, less 1.5% for each 1% of average slope in excess of 5% 15% . less than 40% 66%, less 2.0% for each 1% of average slope in excess of 150/0 . EXAMPLE CALCULATION FOR MINIMUM DENSITY ADJUSTMENTS FOR MODERATE SLOPES: Ap,il22,1997 Page 3 of4 sq. ft 0-5% slope increment X 2.5% median slope value = + 10.000 sq. ft 5 -10% slope increment X 7.5% median slope value = 750 + + .. 20.000 sq. ft 10 -15% slope increment X 12.5% median slope value ~ 2,500 + + sq. ft 15 -20% slope increment X 17.5% median slope value = + + sq. ft 20 -25% slope increment X 22.5% median slope value = + + sq. ft 25 -30% slope increment X 27.5% median slope value = + + sq. ft 30 -35% slope increment X 32.5% median slope value = + + sq. ft 35 -40% slope increment X 37.5% median slope value = + 30,000 Total square feet 3,250 Total square feet in net buildable area adjusted for slope _~3""",2,,-50,,--_total square feet adjusted for slope divided by 30,000 total square feet in net buildable area .108333 weighted average slope of net buildable area. _--,I,-,I~O",%,--(Note: multiply by 100 to convert to percent -round up to nearest whole percent) Using the table above, an 11 % weighted average slope of net buildable area falls within the 5% -less than 15% range which has a minimum density factor of 83%, less 1.5% for each 1 % of average slope in excess of 5%. Since 11 % is 6% above 5%, multiply 6 times 1.5 which would equal 9%. Subtract 9% from 83% for an adjusted minimum density factor of 74%. This replaces the minimum density factor in K.C.C. 21A.12.030 table. VIII. Maximum Dwelling Units Allowed IK.C.Co 21A.12.030 -.040): This section should be completed only if the proposal includes application of residential density incentives (K.C.C. 2IA.34) or transfer of density credit (K.C.C. 2IA.36). Maximum density is calculated by adding the bonus or transfer units authorized to the base units calculated in Section III. of this worksheet. The maximum density permitted through residential density incentives is 150 percent of the base density (see Section II.) of the underlying zoning of the development or 200 percent of the base density for proposals with 100 percent affordable units. The maximum density permitted through transfer of density credit is 150 percent of the base density (see Section II.) of the underlying zoning of the development. ____ base density in dwelling units per acre (see Section II.) X 150% = maximum density ____ maximum density in dwelling units per acre X site area in acres = ___ _ maximum dwelling units allowed utilizing density incentives (KC.C. 2IA.34) ____ base density in dwelling units per acre (see Section II.) X 200% ~ maximum density ____ maximum density in dwelling units per acre X site area in acres::;: ,-;::--:=--::-:: maximum dwelling units allowed utilizing density incentives with 100 percent affordable units(K.C.C. 21 A.34) ____ base density in dwelling units per acre (see Section II.) X 150% = maximum density _-,-__ maximum density in dwelling units per acre X site area in acres = ___ _ maximum dwelling units allowed utilizing density transfers (K.C.C. 2IA.36) Calculation: ____ base allowable dwelling units calculated in Section III. + ____ bonus units authorized by K.C.C. 21A.34 + transfer units authorized by K.C.C. 21A.36 ____ total dwelling units (carulOt exceed maximums calculated above) Apri! 22, ! 997 Page 4 of4 \?----= ~' ~ ~-- -. " -~ - Vi \P A IV) - ! , -\ "> <:J , « ~ - ~~, - --y '\ / ~ -' • <:t ~ - ~ ; "3 ~ - A ~ ~ - _<.r- "" ~ '-- '" ~~ ,:::' - ~ ~ til ~()tt -.. -~ .,.; <:S) .. '" '1€- s: ,.} ~ ,,) 0 r!J ill , , til Z \:: G: ~'t.f, CITY OF RENTON . ,:! d" Planning/Building/Public Works I 055 South Grady Way -Renton Washington 98055 .' ~"l..!t .:.~-' , : ",~~'~ '-. \~ ,~ * I~ \ 'k"~,iii • JUN 11'0 4 ~i"H': a .3 5 2 : ""C'QliDl .... -: u Attn: Angelica Velasquez tiept. of Devel. & Env. Services Land Use Services D'ivision 900 Oakesdale Ave SW Renton WA 98055-1219 PB~m" : 7141946 U,S, POSTAGE: (",' c '" c -c .... ':;!':. r:" ) D-I w=;r·iP Si3GS5 II, I" I "I ,II" "I, I" I ,I" "II "I ,I" ,II "I ,III" ,II, "I" ,II (i) This paper contains 50% recycled paper. 30% PJSI~ If you wish to receive a copy otthe-SEPA Ulfesholauderrnination'on this applic:atton, comp":le anll return this portion of the notice to the Land Use Services Division at the address listed above. File No. B03DCOOI Name: [uiLtevv L, aU Address: ~' &r~ lAhfl r q~ \ Telephone No.: y5{, l{ 30 bSfJ0 • F9Q/SPRS/Typm·~,noa 1/l0/98 clc RECEIVED APR 0 9 2003 - ~' \J.. 0 .(J . \ \\V F,I lVr .,: ...... : :', :-. ~ ... ·:··1· 'jQJJO}l NOlJI."J3JSNj NbJJj118JJ:NOj 38J ' ... _ x,.. .:.~-::.o -,: ~ :.-.~I:;:' ~ -== -=. '-M ~ __ Ptl6l:. _,....,.; l'tHtt .......,,.oM ---·'·0 _ TII~~ _,..... ..... ...., -_ ... --l""""'" ~~ .......... ~-<-..... _ .. l~ ---... ----..... ..-t"'"'O --_ ........ 1 ,.. P4uIII .--t .. .. .IS ........ ....-... l!I -a ..... ....... ~ ...... _ ... ~.... ~_IO_ ------~............ -D-II_ OS'-~~~:= ""-.. _~ -~~~= ... It"n~. ....,_P'f ..... i-.' ~ .os a t;;;;;Jo-<j ... "" -........, "'K;[ ~--........ .............. --.-' ...... . ..---...... ...- .~ GIft -,..-.J ---NollrmtOJNl rJatOHd --_1'tiY _. ..... --..o.....=-.~ ~.= --. -,-..:.;,: ~...:u~ _ ...... ,,---_""IDI --.. ~-- -,-----------", .' • 1~~Fie CITY OF RENTON 00II. Economic Development, Neighborhoods -and Strategic Planning 1055 South Grady Way -Renton Washington 98055 ADDRESS SERVICE REQUESTED ',< DOES Land Use Services Division 900 Oakesdale Avenue SW Renton, WA 98055-1219 -..... ~~"" .. -, t..:.-::':.r -: < ~':..:. ~ """~ '-v~--~~--l4i:.~· ~~--'-. ____ -_' , 't* -':"'-;;~,'~'" "I;r .-'1 "'"A' ' ,.', -?': ..i.' " " I '~2If~l r,~'i 'e f,(t~ }j~ : ~.:J:~l I~ ?«. ~ i2-1 : li[' t, , .. ~ ,,..._..,. " , ;.-\: " C: G'i;:'i L. :5 f-·11=-Sf loS Ci ~:: !S fI, I" I. ,I, 1' .... 1,'" I, I .. " f f" I, I ... 11 .. 1, f I f", 11".1", f I -----------~~~======== If you wish to receive a copy of the SEPA threshold determination on ihis application, complete and return this portion of the notice to the Land Use Services Division at the address listed above. File No. B03DCOOl Name: III 7VC~ Pc / L t fA f: ! fl'Z Address: /2?;) 7 Sf I?c) Ai,) S T ';:)-.~ ,. .: cv'8c c6 (L/' '1 <) '} ~ C L( C/( '6 { IV (C' /'v (v f; J' ,j ~ Telephone No.: ~ .) D( ,))' c.} P96/SPRS/Type-l.noa l/30/98.clc , t J'e 'r: I( (I/J. ':; ).1 S'! -SO S (' , 1-' RECEIVED MAR 17 Z003 - , J ---1\' \~' I '(', ;\ \ "J' \\ ~\ ". ; ... .. : ........ ;:. .•.... ~::. .. . ... ~ . .-~.~. ::- ~.: ". !' ... .: . :'.'. ........ _ .... ..!.~ .. ..:.::~.:-.i. ~-::r:."::. '-II ~---._ ,..1lft1o -.ow""; "'oCu _,... ...... - ~. - p.~1C" _,..,. -. ..., ~---~ ,,__ 3004s_11 ............ ~.., ~." _ .. ,"--_-"">4 ----. ..-c_ _.....-s .... .....:r"_""':"-:: .... ....,~ '" ... ~,..... «IoofotoI ...... ..-......,---.. -"""01,. ........ ....... l"III ---..- _ .. ...a-tl...-s ac-g:u. -:.;.r::;:: ...... _ .......... _-=:...o~~_ .... "tl-. ......-pf- JS-.. '~ .00' IS D -I t;;;;;)-o! --In _"""- --.n: ~-..... ...... _.-...... ..... . ...-..,. ---" .11"-IIWt" ~ --_ .... RdlIttJf8CUN1 rJJ1'C1llJ -"'.z:.:;: N_ ~I.= ---.... -=----= ~ -----~ ~.= -""",,_,._...0_ -... IR' --"....,.._ ... -.... 1111-___ _ . .. ~ .. . ... j), Pel/e':] r-iV\' I:J. 7 :J.. 7 osp... I 7,J"" ~.s T. l2e\.,+oVl I ~ult 9S0'Sf "... ~ -~" /r-<:\ ~~. /t--. ~ -.-," .. i ~ .. , \ ,.. J . I ... ~~/ Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 .---. ~- ._-_-. ~ .a.~'S -\. '2. \. ~ t'J.2. 11.1 •• 1 •• 1, 11 •••• 1, I •• 1.1.,., II, .1, I ••• 111.1 •• 1.1. ,1.1, ••• 1.11