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HomeMy WebLinkAboutLUA00-075 8 ei3 CITY OF RENTON • _ 0,-.4.,-,-1,-.",,..:„.,:-.. ;,,,, 1,5-s.,..,01„5,.;.d,,,,,,,,,,,,.,,,,,..7,:„..„,,,,, .,„ ,,, ___::::-..._, --'' '"'""---=6 ,,,,--...,.•-,- . -------....-- -5 & • v) v*1 "In , rUL — Planning/Building/Public Works :-. et ''ro, ,4-% ,, „..A . f I-r' 4.• " o KO 3 039 ON PJ bl. t±.,e.tA z 105 ----- — —--- - --- -' —'-- -- - • - —155 `4, 1- SC,•'IL ,,'n 0: '.0 ''' ''''''-'-'.'L-.414ki -41,-LI METER • L, ,g,/.:_ 71584 oil.; U.S. PE04.7r VAT 9 1 i 1 Z 01 WU I1 I-I 1 LIA., r IL, ,„„...„ 9 • risfo , . A b„bletl ‘.,,. (' tt4 rt. .-.„. ,------ 1;'Ak3 Mr. & Mrs. R., -rt Florer vv.• -- - c.k) Mr. John .t.nchero 1 1222: 1 E 112th Place 11/VV--- \‘ 'Cs.l‘ _ Ic 1.- and, WA 98033 ' '...''.-...* •- ...= . •--- i .L., J. a d,,-17,:i L21 0 0 •W":1 , , , :..-/L;il ti K NO 9eass- ii.ifitnidinuidiii.tudid . -. ,,...,,„ , ..... ...... .,,, , ty CITY OF RENTON Fang; IA rl Planning/Building/Public WOrks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator November 29, 2000 Mr.Tom Touma Touma Engineers 6632 South 191st Place, Suite E-102 Kent,WA 98032 SUBJECT: Edmonds Preliminary Plat Project No. LUA-00-075,PP,ECF Dear Mr.Touma: This letter is written on behalf of the Environmental Review Committee (ERC) and is to advise you that they have completed their review of the subject project. The ERC, on November 28, 2000, issued a threshold Determination of Non-Significance-Mitigated with Mitigation Measures. See the enclosed Mitigation Measures document. Appeals of the environmental determination must be filed in writing on or before 5:00 PM December 18, 2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on January 02, 2001, at 9:00 AM to consider the Preliminary Plat. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeal rights more fully, if you choose to do so. If you have any questions or desire clarification of the above, please call me at(425)430-7219. For the Environmental Review Committee, 410/41-0-1/ Steve Taylor Project Manager cc: Mr. & Mrs. Robert Florer/Owners Mr. John Banchero/Owner Mr.Wendell Woodall/Owner T. Scappini, B. Olschofski, D. Graef/Parties of Record Enclosure dnsmietter 1055 South Grady Way-Renton,Washington 98055 • = CITY OF RENTON :. • ,DETERMINATION OF. NON-SIGNIFICANCE (MITIGATED) MITIGATION:MEASURES :: LUA-00-075,PP,ECF ., - • : APPLICATION NO(S): • • ' '.: . :: . .. . , . • •APPLICANT: .Mr.-Wendell Woodall PROJECT NAME: Edmonds Preliminary Plat • • DESCRIPTION OF.PROPOSAL: The proposal would subdivide an.approximately 1:78 acre parcel into 16 lots intended for construction of•sin.gle-family residences. The proposed lots range in size from 4,349-sf to 6,880-sf._The subject property is zoned Residential-10du/ac (R-10)which allows a maximum _density of ten(10) dwelling units per acre (du/ac).• However, a bonus density of 13 du/ac is allowed if all • units are detached single-family dwellings. The proposal has a net density of 10.88 du/ac. The proposed lots front on Edmonds Avenue NE and have,pedestrian access from this street. Vehicular access would: - be provided via a private road connecting;to both-Edmonds Avenue NE and NE 12th Street. , LOCATION OF PROPOSAL: : The'site is:located west and adjacent to Edmonds Avenue NE, ^betviseen&meet Boulevard NE and NE 12th Street MITIGATION MEASURES: 1: The applicant shall follow the recommendations„of,;theGeotechnical Report prepared by-Terra -- - Associates, Inc. dated September 27,--,2000•and;the:Addendum Report dated October 13, 2000, with regard to any site disturbance, preparation,°or.°development;activities:' 3' 2. The applicant shall limit site disturbance''including clearinggrading, utilityand roadwork activities PP 9g , 9 , to the relatively dry months of April through`October. if-possible, site clearing and grading should be performed in stages,with the retaining wall constructed prior to clearing the rest of the site. 3. The applicant shall engage a qualified engineering geologist to,observe the installation of all erosion and sedimentation measures'at the site: ,Weekly;.reports on the status and condition of the erosion control plan with any' recommendation of change or revision to either the maintenance • schedules or installation shall be submitted:by the project engineer of record to the Public Works • ~ Inspector. • 4. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per single family lot.•The Fire Mitigation Fee is payable prior to recording the subdivision. - 5.•- The:applicant:shall be required to pay a•Traffic Mitigation Fee of $75 for each average daily:trip • . associated with:.the .project. The ..-required mitigation .shall be paid":prior to recording the subdivision. - 6. The applicant shall pay:a Parks Department mitigation fee of $530.76 per single family lot. The - requiired mitigation.fee shall be:paid prior to recording the subdivision.• '•': mitigationmeas CITY.:OF RENTON DETERMINATION OF NON-SIGNIFICANCE:. ,... : (MITI GATED) . . - :. . ADVISORY NOTES • APPLICATION NO(S): LUA-00-075,PP;ECF APPLICANT: : • ; Mr.Wendell Woodall . PROJECT NAME: Edmonds Preliminary Plat DESCRIPTION OF PROPOSAL: • The proposal would:subdivide an approximately 1.78 acre parcel into 16 lots intended for construction of single-family residences. The proposed lots range..in size from • 4,349-sf to 6,880-sf..The subject property is zoned Residential-10 du/ac (R-10)which allows a maximum density of ten (10) dwelling units per acre (du/ec). However, a bonus density of 13 du/ac is allowed if all units are detached single-family dwellings: The proposal has a net density of 10.88 du/ac. The proposed ' lots front on Edmonds Avenue NE and have pedestrian access from this street...Vehicular access would. be provided via a private road connecting:to'both:EdmondsAvenue NE and NE 12th Street. LOCATION OF:.PROPOSAL: . The site is located west nd adjacent to Emonds Avenue NE, between Sunset Boulevard NE°and NE 12 n Street Advisory..Notes to Applicant,'. z: ' The following notes are supplemental information"provided in conjunction with the environmental determination: Because these notes-are provided:as:information only, they are not subject to the appeal process for environmental determinations FIRE 1. A fire hydrant with 1000 'GPM:'fire flow is required within;300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within:300 feet of the structures. 2: Access roadway requires 20 foot paved roadways and shall be identified a Fire Land per City Ordinance. • PLAN REVIEW•, ;: WATER : 1. New water meters for domestic service and water(SDC)fees of$1,105/single.fernily lot will be' required,: ':. • SANITARY SEWER '1. The site;will require :installation of.a new sanitary sewer main to the;plat and side-sewer connections to serve each lot. • ... :'-. •-`, 2: Wastewater(SDC)fees of$760/single family lot will be required. : : • Edmonds Preliminary Plat LUA-00-075,PP,ECF Advisory Notes (continued) Page 2 of2 • • SURFACE WATER 1. The site will require a drainage plan and temporary erosion/sedimentation control plans in • accordance with the 1990.KCSWDM as adopted by the City of Renton. • 2. Surface water(SDC)fees of$525/single family lot will be required. • TRANSPORTATION 1. NE 12th Street frontage will require curb, gutter, sidewalk,street paving and streetlights. 2. The on-site roadway will require"a 20'wide street paving (asphalt)with 25' inside radius and 45' outside radius to meet Fire Department Codes/Regulations. 3. The proposed on-site retaining walls-will require a structural engineer's approval for design and a special inspection to ensure walls are constructed per approved design plans/specifications. 4. A traffic mitigation fee of$11,484 will"be required. • • • • • • • advisorynotes' 0 p CITY OF RENTON ea T -% w°-::, .0 Planning/Building/Public Works ' d Y 1055,South Grady Way - Renton Washington 98055 NOV_ 3 O'O 0 r 0 3 0 ? ADDRESS SERVICE REQUESTED -.A.A. •161► 7158401 ILL Pos:a: 4,::. 1 Z In UU F'HLSUH t tU H.;11 SLR WR 9 1 .", ,.D.uwamish Tribal Office f. 1"40 Rainier Ave. South, Suite 7 E . , x`Etenton WA 98055 - - - --- — a. --- - --- - -- ' --- DUWA140 980552029 1099 20 12/06/00 I FORWARD TIME EXP RTN TO SEND ', :DUWAMISk TRICE Fj A l 14235 AMBAUM BLVD SW I BURIEN WA 98166-1464 v; f t RETURN TO SENDER RUM' 98855 —1- ::: :..;:::_ .__ # .:.� # 8 �i : # i; i ] , } ;f ; _ ..�``�{.'vvl'•.li�:''�- ` -- j}iec�ll;js#liiii#e :e#cfie #iii3ef?sl#eieiClc �.ec a#ice##5I — ---- -- --- -- •, CITY OF RENTON ..�iL "%el k Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator November 29, 2000 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC)on November 28, 2000: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED • EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF The proposal would subdivide an approximately 1.78 acre parcel into 16 lots intended for construction of single-family residences. The proposed lots range in size from 4,349-sf to 6,880- sf. The subject property is zoned Residential-10 du/ac(R-10)which allows a maximum density of ten (10) dwelling units per acre (du/ac). However, a bonus density of 13 du/ac is allowed if all units are detached single-family dwellings. The proposal has a net density of 10.88 du/ac. The proposed lots front on Edmonds Avenue NE and have pedestrian access from this street. Vehicular access would be provided via a private road connecting to both Edmonds Avenue NE and NE 12th Street. Location:West and adjacent to Edmonds Avenue NE, between Sunset Boulevard NE and NE 12th Street. Appeals of the environmental determination must be filed in writing on or before 5:00 PM December 18, 2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. If you have questions, please call me at(425)430-7219. For the Environmental Review Committee, .(4, (077/ Steve Taylor Project Manager cc: King County Wastewater Treatment Division Larry Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resources WSDOT, Northwest Region Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) US Army Corp. of Engineers 1055 South Grady Way-Renton,Washington 98055 CITY OF RENTON. :: N OF O DETERMINATIN NO - . . " SIGNIFICANCE : •. . . - (MITIGATED) - • `'MITIGATION MEASURES • APPLICATION NO(S): .LUA-00-075,PP,ECF :APPLICANT: , . . M r.•Wendell Woodall -.:: ::.:, - � • PROJECT NAME: .. Edmonds Preliminary Plat DESCRIPTION OF PROPOSAL:: " The proposal would subdivide an approximately 1.78 acre parcel into 16 lots intended for construction of single-family residences. ;The proposed lots range in size from .. 4,349-sf to 6,880-sf. The subject property is zoned Residential-10 du/ac (R-10)which allows a maximum density of ten (10) dwelling Units per acre (du/ac). However, a.bonus'density of 13.du/ac is allowed if all units are detached single-family dwellings; The proposal has a net density of.10.88 du/ac. The proposed' • lots front on Edmonds Avenue Na and have.pedestrian access from this street. Vehicular access would be provided via a private road connecting,to both Edmonds Avenue NE and NE.12'Street. LOCATION OF PROPOSAL: ;�: The'site is'Iocated west and'adjacent to Edmonds Avenue'NE;. between Sunset Boulevard NE:and NE 12 h Street : ` MITIGATION MEASURES: • :1: The applicant shall follow the recommendations of the::Geotechnical "Report"prepared by,Terra Associates, Inc: dated September 27,,°2000.,and;the:-AddendumRepot(dated October 13, 2000, • with regard to any site disturbance, preparation,or,development activities:" 2. The applicant shall limit site disturbance,including clearing grading, utility.and roadwork activities to the relatively dry months of April through October. :If possible, site clearing and grading should be performed in stages,with the retaining wall constructed prior to'clearing the rest of the site.. 3. The applicant shall :engage"a„,qualified;engineering/geologist to'y;observe.the installation of all erosion and sedimentation measures at the;site: •;Weekly.reports on the status and condition of • the erosion control plan with any recommendation of change.or revision to either the maintenance : • schedules or installation shall be.submitted by the project engineer of.record to the Public Works Inspector... 4. The applicant shall pay the appropriate Fire Mitigation Fee equal to$488 per single family lot. The Fire Mitigation Feeds payable prior to recording the subdivision. : , . 5. The applicant`shall be required to pay a Traffic,Mitigation:Fee of:$75 for each average'daily trip associated ;with the ',project. ' The,.required mitigation shall 'be:paid .:prior:"to, recording the subdivision. 6. The applicant shall pay a Parks Department mitigation fee of-$530.76:per single family lot. The ; required mitigation fee shall be paid prior to recording the subdivision • • • • CITY.OF RENTON • DETERMINATION OF NON-SIGNIFICANCE. (MITIGATED) • ADVISORY NOTES APPLICATIONNO(S): LUA-00-075,PP;ECF - `APPLICANT: Mr.Wendell Woodall • PROJECT NAME: : ,: .• Edmonds Preliminary Plat DESCRIPTION OF PROPOSAL: - The proposal would subdivide an approximately 1.78 acre parcel into 16 lots intended for construction of single-family residences. The proposed lots.range in size from 4,349-sf to 6,880-sf.. The subject property is zoned Residential-10 du/ad(R-10)which allows a maximum density of ten (10) dwelling units per.acre (du/ac). However, a bonus density of 13 du/ad is allowed if all units are detached single-family dwellings.: The proposal has.a net density of 10.88 du/ac. The proposed lots front on Edmonds Avenue NE andhave pedestrianmaccess from this street: Vehicular access would be provided via a private road connecting;to'both Edmonds Avenue NE and NE 12U'Street.` - LOCATION OF.PROPOSAL: The`site is:located west and adjacent to Edmonds Avenue NE, • -: <;;between`Sunset Boulevard NE,and NE 12 Street • Advisory Notes to Applicant::; The following notes are supplemental information provided in conjunction'..with the environmental determination. Because these notes'are..:provided as information .Only, they are not subject to the appeal process for environmental determinations :.,,,.:; > ;.: FIRE • • 1: A fire hydrant with 1000 GPM fire,:flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3600 square in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within300 feet of the structures. 2. Access roadway requires 20 foot paved roadways and shall be identified a Fire Land per City . Ordinance: . • PLAN REVIEW..:: : :,::. WATER 1. New water meters for domestic service and water (SDC)fees of$1,105/single family lot will be : - - - SANITARY-SEWER 1. The site will require installation of a new sanitary sewer main to the plat and side-sewer connections to serve each lot: ::' 2. Wastewater:(SDC).fees of$760/single family lot will be required.: • ` :`•. •' •: .. . . . .. EdmondsPreliminary Plat LUA-00-075;PP,ECF..;;.. Advisory Notes (continued) Page 2 of 2 SURFACE WATER 1. The:site will require a drainage plan .and .temporary erosion/sedimentation control plans in accordance with the 1990 KCSWDM as adopted by the City of Renton. • • 2. , Surface water(SDC)fees.of$525/single.family lot will be.required. TRANSPORTATION 1. NE 12th Street frontage will,require curb,gutter,sidewalk, street paving and streetlights. 2. : The on-site roadway will require a 20'wide street.paving (asphalt)with 25' ins_ide radius'and 45' outside radius to meet Fire Department Codes/Regulations. • 3. The proposed on-site retaining walls Will'require a structural engineer's approval for design and •,a special inspection to ensure walls are constructed per approved design plans/specifications. 4. A traffic mitigation fee of$11,484 will be required. • advisorynotes.. . 8 o CITY OF RENTON r tAir:4404. NEIL Planning/Building/Public Works - rA % rifrA"A .. .. .17 NOV 3 to ti,:,) U j " 1055 South Grady Way - Renton Washington 98055 ;VI . •,ztuu., „j - PRSIIT F 1RST-CLASS-SEA '‘.41.:-!81 12 . 200 PB,irrnn : ADDRESS SERVICE REQUESTED - w... 7158401 u.s. PO STA:(15 - - 1Z 161 in PHESUK I ED 1-Url Shfri 44Prritil- .. A------ -:, - Ar) ' git'VeT'IL42- ,-, Mr. Larry Fisher ', 2 WA Dept. of Fisheries 22516 SE 64th Place, Bldg.#240 Issaquah WA 98027 ',, ',;?, 'N• - -----•:.-7 ,— .13,1 3 c„I ., CX) OPWITD '---,---1 i P1 h 8 , iZZTUI-th , qi‘:C3'.-11 --1 ei . ' 1 RUMP iiiiiiiiiiliiiisilitiiiiiiiimihmiliiiiilli _ ... _ . 4 ) CITY OF RENTON ,;lL Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator November 29, 2000 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia,WA 98504-7703 Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC)on November 28, 2000: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED • EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF The proposal would subdivide an approximately 1.78 acre parcel into 16 lots intended for construction of single-family residences. The proposed lots range in size from 4,349-sf to 6,880- sf. The subject property is zoned Residential-10 du/ac(R-10)which allows a maximum density of ten (10) dwelling units per acre (du/ac). However, a bonus density of 13 du/ac is allowed if all units are detached single-family dwellings. The proposal has a net density of 10.88 du/ac. The proposed lots front on Edmonds Avenue NE and have pedestrian access from this street. Vehicular access would be provided via a private road connecting to both Edmonds Avenue NE and NE 12th Street. Location: West and adjacent to Edmonds Avenue NE, between Sunset Boulevard NE and NE 12th Street. Appeals of the environmental determination must be filed in writing on or before 5:00 PM December 18, 2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. If you have questions, please call me at(425)430-7219. For the Environmental Review Committee, akji (al/ Steve Taylor Project Manager cc: King County Wastewater Treatment Division Larry Fisher, Department of Fisheries • David F. Dietzman, Department of Natural Resources WSDOT, Northwest Region Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) US Army Corp. of Engineers 1055 South Grady Way-Renton, Washington 98055 xca_.. . CITY OF RENTON • • DETERMINATION OF-NON-SIGNIFICANCE: ._ . .. -• . -•- ((MITIGATED) ' . : `_ • . • : • ...: `" - MITIGATION MEASURES - .: APPLICATION NO(S): ; : • LUA-00-075,PP,ECF ..` APPLICANT: • Mr.Wendell Woodall a.:. . PROJECT NAME: Edmonds Preliminary Plat _ .. DESCRIPTION OF.PROPOSAL: " • . The proposal would subdivide an approximately:1.78 acre parcel ;.: '. into 16 lots intended for construction of single-family residences. The proposed lots range in size from 4,349-sf to 6,880-sf. The subject property is zoned Residential-l0 du/ac (R-10)which allows a maximum density of ten (10) dwelling units per acre (du/ac). However, a bonus density.of 13 du/ac is allowed if all - units are detached single-family dwellings: The proposal has a net density of 10.88 du/ac. The proposed lots front on.Edmonds Avenue Na and have pedestrian-access from this street. Vehicular access would be provided via a private road connecting to both Edmonds Avenue NE and NE-12t Street.. LOCATION OF PROPOSAL: The site is located west andadjacent to Ecmonds Avenue NE;. between'Sunset Boulevard NEand NE 12 Street MITIGATION MEASURES: 'a • 1. The applicant shall follow the recommendations:of.;the Geotechnical Report prepared by-Terra Associates, Inc. dated September 27;-2000 and.the::Addendum Report dated October 13, 2000; with regard to any site disturbance, preparation;:or.development 2. The applicant shall limit site disturbance including clearing grading, utility and roadwork activities to the relatively dry months of April through October. :If possible, site clearing and grading should be performed in stages,with the retaining wall constructed prior to clearing the rest of the site.: 3. The applicant shall engage am:qualified engineering;geologist to-;:observe the.installation of all erosion and sedimentation measures at the site.::Weekly;reports•on the status and condition of . the erosion control plan with any recommendation of change,or revision to either the maintenance - schedules or installation shall be.submitted by the project engineer of.record to the Public Works : Inspector. 4. The applicant shall.pay the.appropriate Fire Mitigation Fee equal to $488 per.single family lot. The - Fire Mitigation Fee is payable prior to recording the subdivision. - • 5., The applicant shall be required'to pay a Traffic Mitigation Fee of_$75 for,each average;daily trip associated -with the :project. The required mitigation :shall :be paid '.prior-to :recording the ,' • subdivision. • 6. The applicant shall pay a Parks Department mitigation fee;of $530.76 per single family lot:: The • required mitigation:fee shall be paid prior to recording the subdivision. . mitt ationmeas , • - CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE - (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-00-075,PP,ECF. • APPLICANT: Mr:Wendell Woodall PROJECT NAME: Edmonds Preliminary Plat ' DESCRIPTION OF PROPOSAL: :. The proposal would subdivide an approximately 1.78 acre parcel 'into 16 lots intended for construction of single-family residences. The proposed lots range in size from 4,349-sf to 6,880-sf.. The subject property is zoned Residential-10 du/ac (R-10)which allows a maximum density of ten (10) dwelling units per acre (du/ac). However, a bonus density of.13 du/ac is allowed if all units are detached single-family dwellings. The proposal has.a net density of 10.88 du/ac. The proposed lots front on Edmonds Avenue NE and havepedestrian access from this street Vehicular access would . be provided via a private road.connecting to both Edmonds Avenue NE and NE 12th Street.` LOCATION OF.PROPOSAL: - The site is located west and adjacent to Edmonds Avenue NE, .between Sunset Boulevard NE and NE 12 t'Street Advisory Notes to Applicant:; • The following notes are supplemental information'provided in conjunction with the environmental determination. Because these notes'are, provided as information only, they are not subject to the appeal process for environmental determinations: FIRE 1: A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage-exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within,300 feet of the structures. 2. Access roadway requires 20 foot paved roadways and shall be identified 'a Fire Land per City . Ordinance. . PLAN REVIEW WATER • 1. New water meters for domestic service and water (SDC)fees of$1,105/single family lot will be required. SANITARY SEWER 1. The site will require installation of a new sanitary sewer main to the plat and side-sewer connections to serve each lot. •2. :: Wastewater(SDC)fees of$760/single family lot will be required. • Edmonds Preliminary Plat ; . , .ry ; = :.: : . ..... :.. . . •. LUA-00-075,PP,ECF..;:: • Advisory Notes (continued) - ` • Page 2 of 2 • • SURFACE WATER • 1. The site will require a drainage plan .and .temporary erosion/sedimentation:control plans in accordance with the 1990 KCSWDM as adopted by the City of Renton. - 2.. . Surface water(SDC)fees of$525/single;family lot will be required. TRANSPORTATION 1. NE 12th Street frontage will require curb,gutter, sidewalk, street paving and streetlights. 2. The on-site roadway will require a 20'wide street.paving (asphalt)with 25' inside radius and" 45' •outside radius to meet Fire Department Codes/Regulations. 3. The proposed on-site retaining walls will-require a structural engineer's approval for design and a special inspection to ensure walls are constructed per approved design plans/specifications. 4. A traffic mitigation fee of$11,484 will be required. , • • • • adviso y notes 4z, CITY OF RENTON •jr:"."""TVgre4-'1't4troz,,t,,,,, oda. Planning/Building/Public Works t 'teht : NOV 0 3'0 0 $1,„.*$4%,ti Z 0 3 3 z r I- 1055 South Grady Way 7 Renton Washington 98055 t 1 ADDRESS SERVICE REQUESTED 7158401 U.9. POSTAGE 1- - k:5.--,::.:\ , Irarit.....-......,•......-,,,. .. e.; 11....'LLI:y'rl: 112,'*::::;;:::c,..1,,,,,icil. :::1 fzu .-.'.> . •:;,5-,,, / z17)( . Astron D e Group Inc 3701 E stings C I ' .4 5Wi2 0 11,1),p:'„t1,3:::r4vw.,tliptsumn -;-; BY BC V5C 2K3 0.17 - -,,,,,..t CA A LiNr.,suth F'il•f;:Offi, Bureau moshisiaqi EjRattry.rd by axklame3 . . ,)r, ? 5 f) c j,1 i, R-dius,6 pat Iss0s421.06.inif 1 :1. I . , c*->s": 0,I;./. 7144.C)S Illiiillitiallillimilllidliihillf6/;,Iiinfilliilithhith STY O 0 • cm.• NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- • SIGNIFICANCE (DNS), MITIGATED DATE: November 2,2000 LAND USE NUMBER: LUA-00-075,PP,ECF APPLICATION NAME: EDMONDS PRELIMINARY PLAT PROJECT DESCRIPTION: The proposal is to subdivide a 1.78-acre parcel into 16 lots for single-family residences. Lots would range in size from approximately 4,350 to 6,880 square feet. Proposed access to the site is via a private street with connections to NE 12th Street and Edmonds Avenue NE. • PROJECT LOCATION: Edmonds Avenue NE and NE 12th Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: June 7,2000(Revised November 2,2000) NOTICE OF COMPLETE APPLICATION: November 2,2000 Permits/Review Requested: Environmental(SEPA)Review;Preliminary Plat Approval Other Permits which may be required: Construction Permits,Building Permits Requested Studies: Geotechnical Report Location where application may • be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for December 19,2000 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: The site is designated Residential Options on the City of Renton's Comprehensive Plan Land Use Map and Residential—10 dwelling units per acre (R-10)on the City's Zoning Map. The proposed density is consistent with both land use designations. Environmental Documents that Evaluate the Proposed Project: None known Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Code, • Subdivision Regulations,Sensitive Areas Ordinance,Public Works Standards, Uniform Building Code,Uniform Fire Code and other applicable codes and regulations as appropriate. • • NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION • .t c.. Proposed Mitigation Measures: 1. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per new single family lot. The Fire Mitigation Fee is payable prior to recording the subdivision. - 2. .The applicant shall be required to pay a Traffic Mitigation Fee of$75 for each average daily trip associated with the project. The required mitigation shall be paid prior to recording the subdivision. 3. The applicant shall pay a Parks Department mitigation fee of$530.76 per new single family lot. The required mitigation fee shall be paid prior to recording the subdivision Comments on the above application must be submitted in writing to Mr.Steven Taylor,Project Manager,Development . Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on November 16,2000. This matter is also scheduled for a public hearing on December 19,2000 at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall, 1055 South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services • Division,(425)430-7282,to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive additional information by mail,please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: STEVEN TAYLOR (425)430-7219 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION ,FK r,:t.. mI _.r�. `1 - ---::c'_ -Fre-q ` ••- �i�,r�'a..--riles �1+ ,I_J r.p,1 _ t 0. 4S kg 4 ' I`rum 4Y 2a4j`'a 246 :•�123tu•1 228 i N 213 1 21b'-f7��{, > up c., _+..• IA Chi-. -.� �� ,.., I ."I 9H.l.IarH er.t� I' ' -At" .'': Jo, '9� 4 r3. • 24Jo,='- 74T 23G 1 r. 4 ` ° 2I1 S L I pc it,. ` EA rQ: ,ra �._ i i "o ff�.i, I id l :� -\`',t P,: r°'`i-_-,2:: I 'f__ . p'w.,r." its z I ,;I� , cait f r2N� i �•uk.n c� =L'�' :.._,i � 6& '.•IT'67 ' jl?E3 .°� '*,;t.- T•Y � Ste% I. 'r _'' '�. ! .. II1....J, .VI i. _ --7-N.E .-l2TN-•--. • _ ., .y :`-ft.---... - :sr-•--' ._.__.,—.—•- '-.,,,....:1......�y -1 'E In,p I.. -"".'a..©�-I•i:' -,3' I'.)11 `if 1 ! ' f_;'. C 2`` 43 ; I. 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' `-' 1.4 ' U.S. POSTArEE ..1,0 r'A tf,y r4Q, zro Y a 1J Laurence Enlest ��/ 3 Lake�rWA 98005 n Belle e> NO �ELlYERABCE '.'' i " �Q n� 1AS A : g 01,-, . b 1 _A _ D E L i i/; O �(� ; 3 ii &/���:E 2�v`c.a. )"/L�^� �.FNof F TO FORWARD 1- :/,, I'S gst►�� ' TO SENDER t—... .' _._ __...__.. 1 ,i ��i� IIiLailliiIIliiiiiiititI�„IIiiiitiatIIittIJiItiefltitifliil , a (5 . CITY OF RENTON ,.‘i , liN;"*"*."7"-" :iiiri r.'•:.-7 • , - . . ,. Planning/Building/Public Works i x . 1055 South Grady Way - Renton W)a a hington 98055 m em NOV 0 3'0 0 t:1..io A :: 0 3 5 ;1"Calrra .- ..., / Fu PB METER / / ADDRESS SERVIICE REQUESTED il.. 04. 00. PRSRT Fel: . -.. " VIP . ,58503 u.s. POSTAGE c;,: •?_, . . ' ns ,;,.:..., cSandy Khanunixay :-.'',,, 1150 SunsetBlvdNE#101 Renton,WA 98056 --:---, ---7------I. - i R EI.UP N • - ------:---3-17---,,, Vu,,,, -- - .-- - ._ ...- ••• TO'. wArTER4 ::- 1..,_-- I , OA LO cs --- — _ _ _______________L - A,D0 R C. SC_t- _ 4-- i c(ti' N cl ..„ .1d N K NO W i1/41;,-.; : . • 1 .a 4 s et o,FittY,2.s'5 f,_AA _.... ill 11 .. 11 II 11 ii il Iiii 1 .1 il • 31)-!...-- ' •.:,;:...*,.y:,:., ...::::.....Yi.t. ;ii;.:;:.:' "",1111::1;'''"-•••••••1-:•1:1 ;.; ; • ,., I �fSY O • O . • • • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- • SIGNIFICANCE (DNS), MITIGATED DATE: November 2,2000 LAND USE NUMBER: LUA-00-075,PP,ECF APPLICATION NAME: EDMONDS PRELIMINARY PLAT PROJECT DESCRIPTION: The proposal is to subdivide a 1.78-acre parcel into 16 lots for single-family residences. Lots would range in size from approximately 4,350 to 6,880 square feet. Proposed access to the site is via a private street with connections to NE 12`h Street and Edmonds Avenue NE. • PROJECT LOCATION: Edmonds Avenue NE and NE 12th Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: June 7,2000(Revised November 2,2000) NOTICE OF COMPLETE APPLICATION: November 2,2000 Permits/Review Requested: Environmental(SEPA)Review;Preliminary Plat Approval Other Permits which may be required: Construction Permits,Building Permits Requested Studies: Geotechnical Report„ Location where application may ' be reviewed: • Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for December 19,2000 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: The site is designated Residential Options on the City of Renton's •• Comprehensive Plan Land Use Map and Residential—10 dwelling units per acre (R-10)on the City's Zoning Map. The proposed density is consistent with both land use designations. Environmental Documents that Evaluate the Proposed Project: None known Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Code, Subdivision Regulations,Sensitive Areas Ordinance,Public Works Standards, Uniform Building Code,Uniform Fire Code and other applicable codes and ' regulations as appropriate. NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION ► ` ,ii . . Proposed Mitigation Measures: 1. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per new single family lot. The Fire Mitigation Fee is payable prior to recording the subdivision. • . 2. 'The applicant shall be required to pay a Traffic Mitigation Fee of$75 for each average daily trip associated with the project. The required mitigation shall be paid prior to recording the subdivision. 3. The applicant shall pay a Parks Department mitigation fee of$530.76 per new single family lot. The required mitigation fee shall be paid prior to recording the subdivision Comments on the above application must be submitted in writing to Mr.Steven Taylor,Project Manager,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on November 16,2000. This matter is also scheduled for a public hearing on December 19,2000 at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall, 1055 South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services • Division,(425)430-7282,to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive additional information by mail,please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: STEVEN TAYLOR (425)430.7219 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION a d- a-i Cl w '�� kp •r� : "ZA "pr•', 248 a• 123t1 I 228 I 213 1 21b_-"' ' Li Li`-- �c q, z,Lb,c,_ Q+ �4 �� I •„, 1 iWi1 c ET wr_ pL,�_Q! .....,246`..'r.I W.2•47 i 23G '�' • -� _.2.j ISj,f I W _ ; aZiri i It,ET 16 rIL eu '�-- , � zzs 7777����,,Y } � SCala !r1Go' i1u k tKf'y t� �l�' ;i•`.a+ la ..,, g7117•lI xr-d R i>�'"-.:•„1 V -I4zi :N` \' Ffyf!- - ,qi Q•�'U° �Q I_ 1Q,.3•„ t x` �7, L``J'I '@ „,.• ,ca.$ III :© ]. � , 1 .. _ • ��,I• 4 ' + � ., nn . •:...._ ,' ^" 15, S,o` it•,.'TtF �� r Yi i ��• .-•?�::,` -1 �' cl� I:fib` :y �Y k. n,i e-r }. — zt- - y•I906 :• \•2��� - ':t - 'Q.r1.F a• 2. ' •�. ? �• 1 On.'o u udt ,r' I I .. ..'L L L',.\t( a�S•:.`•. .2 g2_2,* . ' :•„., .Lb`• ,1 ' > vMn .UJ_ET.,HEI GE TS j _I , vr�,;',..._ 5% �a� 4i' r "4., .e. .'' ouu ,eAUR EIGMTS 1 'I ..L �„ W T .�r� o`•a.?(�'s�t,5.z i -,o' O 17 ya - •eaxoc.' _ '' .......•i.`l.:�.1: V 't ©/ •'�� a.5...`. 4.,,,. --ia :a: . --,yta". Eili .'j ;p�. ,� ...root ors rs �� fi ; ,,,j +2 . A� • y.38 ,r 1.-'�"r'w ,„ �a11E„IOiX P !, L.. 4i: I, Gv, � V 'I JC/ 4 . xn //�,�@pI� f ..ID sli•', '1-rtrA'N+v4P- --.. Y.. '•ll .,. .. G?-+. . 7 ,r 37 NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION a 0 CITY OF RENTON 4 So GAL Planning/Building/Public Works 3' 101:441 E 5 1055 South Grady Way - Renton Washington 98055 NOY 0 0 0 0 .3 0)2 ''' rzanua ADDRESS SERVICE REQUESTED i t 04 20 PR RT Feit,t '--t- witp4i1 U.S. POSTAGE • \ r. ' Renton School Dist 403 435 Main Ave S ' 3) Renton,WA 9SO55 NOT Dr71:7--ERABLE .:c. -, AS 70RESSED UNABLE 10 F ORW MID — — -- - - - --- —_ _ RETURN TO SENDER �Y U • • • • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- • SIGNIFICANCE (DNS), MITIGATED DATE: November 2,2000 LAND USE NUMBER: LUA-00-075,PP,ECF APPLICATION NAME: EDMONDS PRELIMINARY PLAT PROJECT DESCRIPTION: The proposal is to subdivide a 1.78-acre parcel into 16 lots for single-family residences. Lots would range in size from approximately 4,350 to 6,880 square feet. Proposed access to the site is via a private street with connections to NE 12th Street and Edmonds Avenue NE. PROJECT LOCATION: Edmonds Avenue NE and NE 12`h Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: June 7,2000(Revised November 2,2000) NOTICE OF COMPLETE APPLICATION: November 2,2000 Permits/Review Requested: Environmental(SEPA)Review;Preliminary Plat Approval Other Permits which may be required: Construction Permits,Building Permits Requested Studies: Geotechnical Report Location where application may • be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for December 19,2000 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: The site is designated Residential Options on the City of Renton's Comprehensive Plan Land Use Map and Residential—10 dwelling units per acre (R-10)on the City's Zoning Map. The proposed density is consistent with both land use designations. Environmental Documents that Evaluate the Proposed Project: None known Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Code, • Subdivision Regulations,Sensitive Areas Ordinance,Public Works Standards, Uniform Building Code,Uniform Fire Code and other applicable codes and regulations as appropriate. • NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION Proposed Mitigation Measures: 1. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per new single family lot. The Fire Mitigation Fee is payable prior to recording the subdivision. . 2. .The applicant shall be required to pay a Traffic Mitigation Fee of$75 for each average daily trip associated with the project. The required mitigation shall be paid prior to recording the subdivision. 3. The applicant shall pay a Parks Department mitigation fee of$530.76 per new single family lot. The required mitigation fee shall be paid prior to recording the subdivision Comments on the above application must be submitted in writing to Mr.Steven Taylor,Project Manager,Development . Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on November 16,2000. This matter is also scheduled for a public hearing on December 19,2000 at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall, 1055 South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services • Division,(425)430-7282,to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive additional information by mail,please contact the project manager. Anyone who submits written comments will . automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: STEVEN TAYLOR (425)430-7219 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION {}. , r ; f. =Inii i r11,I 48 47 ' 45- .�'7. -14'9 , 246 :•f123 b. I 1'G iii 4i ram- W .• ' _.I. _ { 228 I y213 21b._._� o c.' Z•ab.I y I "" - lia pax sr.1� 43:1 24g:.-:` - 2.47-- '23G I . SI O'zjl S ;; �/ , I `.[ ' p ,S'�WF �_Q:'� • - -- I I 229 ) ` h C.L, .Iti -•Ntr 5,' -•f�j ;N �'}t,L.• - .._ 1 Scale. ("�Zo>> 09 i(k��y� �' :,. .cam=._ r� :LJ •�'� Et`?� Il�I ,•\"tCj,�©;off � .5�7�•..,, - '- I • j,..J-• iL"` ii -5 ` 6+ ,•_ST— uy Y-.—.—._._NE=�,2TH3—•SL—.._.—a_.—._._._ &e .:. _ 1.1 ''F'pdo .9.: ©F1`'p ci -1...1�. ",1- I pR: • :gb, 1' • V 7"as t C R.9 OU pis• ^.,�- �-4{-` a� 'V. "�. • ,(�. iR k {may _�, j = , ��/ • .a iCI\GN %- t° Jam..\j -:c V... 'z - �T.' 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Philip&Winnie Dungey .. • _ 1d 50.Sunset Blvd NE#207 •:v f', -_ --- Anton,WA 98056 E.7. • sa'l .. rRE TURN - 1 wQe - . . -- - ITli WRITER',,, :::::-_- - .. non=zo w -___ AGGRSSE . c Wd �, -- — - - - - - - -- -- --- iKNOW ,_ ' i, ` _ 8, _ ; . : : :: .�. t -1 ��T'� ._— � .�.} ('.•:..1..:1F:..:1:1.11 .:C1....••i::t....:1:1:1.10:....1:: y�Y O O ..0 roo • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- • SIGNIFICANCE (DNS), MITIGATED DATE: November 2,2000 LAND USE NUMBER: LUA-00-075,PP,ECF APPLICATION NAME: EDMONDS PRELIMINARY PLAT PROJECT DESCRIPTION: The proposal is to subdivide a 1.78-acre parcel into 16 lots for single-family residences. Lots would range in size from approximately 4,350 to 6,880 square feet. Proposed access to the site is via a private street with connections to NE 12th Street and Edmonds Avenue NE. • PROJECT LOCATION: Edmonds Avenue NE and NE 12th Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: June 7,2000(Revised November 2,2000) NOTICE OF COMPLETE APPLICATION: November 2,2000 Permits/Review Requested: Environmental(SEPA)Review;Preliminary Plat Approval Other Permits which may be required: Construction Permits,Building Permits Requested Studies: Geotechnical Report Location where application may ' be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for December 19,2000 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: The site is designated Residential Options on the City of Renton's Comprehensive Plan Land Use Map and Residential—10 dwelling units per acre (R-10)on the City's Zoning Map. The proposed density is consistent with both land use designations. Environmental Documents that Evaluate the Proposed Project: None known Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Code, Subdivision Regulations,Sensitive Areas Ordinance,Public Works Standards, Uniform Building Code,Uniform Fire Code and other applicable codes and • regulations as appropriate. NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION a :ir r' r Proposed Mitigation Measures: 1. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per new single family lot. The Fire Mitigation Fee is payable prior to recording the subdivision. . 2. •The applicant shall be required to pay a Traffic Mitigation Fee of$75 for each average daily trip associated with the project. The required mitigation shall be paid prior to recording the subdivision. 3. The applicant shall pay a Parks Department mitigation fee of$530.76 per new single family lot. The required mitigation fee shall be paid prior to recording the subdivision Comments on the above application must be submitted in writing to Mr.Steven Taylor,Project Manager,Development . Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on November 16,2000. This matter is also scheduled for a public hearing on December 19,2000 at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall, 1055 South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services • Division,(425)430-7282,to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive additional information by mail,please contact the project manager. Anyone who submits written comments will . automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: STEVEN TAYLOR (425)430-7219 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION . ; :OM ,----q t-_,-- "-„4,,,-„,„,,,, fAi- 2a m•�� �246 a. 123ID, 226 1 213 I 21b.--'--`, ui ZIP �o :-, n— 2 r, ••� '9N—Y.I�TN IT.t� I"•' Wei 4: . .24.65` 7.,w`.. 1 23C I •Y[J'2.i1 6 :II�S El.ci �.' ` r6i4wl'L�' i!Q;ii • - ® ; 'I1 �,,., r � � 01`' - 1 1" 6I•YM1 I Scala I",Zoo' 1 l2 1,p!`a�4r ° tL' ,.•:::--,i �'ry 5. f • .n+• ., ---_w..: . 1© ' rr.��jj .©7,oII_—T = 'k ,!° 4o 6 1 R1 :..u+j rii—, ;�j °' �_ ra M'1 J L... ••_ar'jL ' 3 `6 o. 1 4-f1 �' ' r4 _! ,t:'.:! i`= is [•1i' 1 43 �' j :59 I, - a E:t. 1_.. ' }- d' II 7q6 ^ W.2.:•y ' i'3'i—'aO. 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C.)�y "et RECEIVED BY _ N O V 17 2000 • RODGERS DEUTSCH&TURNER_ • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE (DNS), MITIGATED DATE: November 2,2000 LAND USE NUMBER: LUA-00-075,PP,ECF APPLICATION NAME: EDMONDS PRELIMINARY PLAT PROJECT DESCRIPTION: The proposal is to subdivide a 1.78-acre parcel into 16 lots for single-family residences. Lots would range in size from approximately 4,350 to 6,880 square feet. Proposed access to the site is via a private street with connections to NE 12th Street and Edmonds Avenue NE. • PROJECT LOCATION: Edmonds Avenue NE and NE 12th Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: June 7,2000(Revised November 2,2000) NOTICE OF COMPLETE APPLICATION: November 2,2000 Permits/Review Requested: Environmental(SEPA)Review;Preliminary Plat Approval Other Permits which may be required: Construction Permits,Building Permits Requested Studies: Geotechnical Report Location where application may • be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for December 19,2000 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: The site is designated Residential Options on the City of Renton's Comprehensive Plan Land Use Map and Residential—10 dwelling units per acre (R-10)on the City's Zoning Map. The proposed density is consistent with both land use designations. Environmental Documents that Evaluate the Proposed Project: None known • Development Regulations. Used For Project Mitigation: - The project will be subject to the City's SEPA Ordinance,Zoning Code, Subdivision Regulations,Sensitive Areas Ordinance,Public Works Standards, Uniform Building Code,Uniform Fire Code and other applicable codes and regulations as appropriate. NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION Proposed Mitigation Measures: 1. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per new single family lot. The Fire Mitigation Fee is payable prior to recording the subdivision. _ • 2. The applicant shall be required to pay a Traffic Mitigation Fee of$75 for each average daily trip associated with the • project. The required mitigation shall be paid prior to recording the subdivision. • 3. The applicant shall pay a Parks Department mitigation fee of$530.76 per new single family lot. The required mitigation fee shall be paid prior to recording the subdivision Comments on the above application must be submitted in writing to Mr.Steven Taylor,Project Manager,Development - Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on November 16,2000. This matter is also scheduled for a public hearing on December 19,2000 at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall, 1055 South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services • Division,(425)430-7282,to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive additional information by mail,please contact the project manager. Anyorie who submits written comments will automatically become a party of record and will be'notified of any decision on this project. CONTACT PERSON: STEVEN TAYLOR (425)430-7219 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION • 24- 246 ,CI2318 228 I 213 I 21(f--ytT,,+' , 7�'•,k.o ,- - Q2. • m f I •R!. !9N,I.TN]T.s I G-314C . . vl � gash , �, �I(� Iyfl�/7 W-i 24 r.. .1_A'747--- '23G . ' •��:�' V zii S (/ L<E ^ .,c l' ,�Q. �nu mi i c /' t i,q /mot -.. r 1` 229 z I Stole. 1.2o0' I lt=k c��°'ia Ar r ;L <"y,.�-{fig q• _ r -. 'i......;N"--_`• q -•-: y-___•u,. - :o ll 3 0 .0l/ice I= '"i n it ' ] •kJ ...1+.I'I� ;PCI V_ ••4,]c E' 9. '' — .. 7114 $/ J .r �C ` J. .� ;� yI1 a_. _ 1r - ._ iiig i ..a..�!'"'••:.. • ..u.."n. S i, a : i.E 4y ., � ® Y� r,/ 1. 1‘4:60; v ,... TE I L :ri Mir am. ;V , 4. ..; 4~ j Qa go: • 0 • LL i 9" ' ' `' ' '. ' '.\ L _ • .-Nt ••• ••,': 90 '' ,,,.• ;`4 .. •. r.w. LtiSET.NE RS \ yn•',ry.=a1 o , � <>. rP N .,a .G r-• .CAIIREL-FEIGNTS I I�.. 4W •• , , o• •� �• Y y. • 17 ' vJ .1 r cie"r�=:: ' ` 04I I:PI y., .-n,E ou..Ts :.II '- f 1- tZ I : IE1 2 - a - rNE•IOT :44, ~ �� .. � a : o A + ] ' 1 ..Tri _�:. . S ': - a ,,•in-C � a� '2. -W/ /� 2 © {y''1 'F 1I - l •C n V 4��I:e • .. -_to �y ,-rrrRN�aree�.._ .--` -' � I LA ... . .. w ' -;.\ r • •rc'NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION ' '.. :: p CITY OF RENTON ,.,, _ �,-- , imIL Planning/Building/Public Works �>> D i ,�;" ��� 'g�;-," -� 7 1 � �1 ,4, �d Ix s N0i 6 3'0 0 Pee.'''''" d' `� 10 x jo 1055 South Grady Way- Renton Washington 98055 d 07 F;v �,r,r.,' ' �- (�(` ,ems -,d y., ADDRESS SERVICE REQUESTED -5~_' =Fieren - " ' IA i gg_ �°Rs E'�a _:vr``', i�l��5981 U.S. POSTAGE '.: O / - \l I+ ' ` /� Chase Mortgage Company V'Ib Chemical Mortgag Fka / - , 1150 Sunset Blvd NE#113 i_:' ---- " ^ Renton,WA 98056 j .-_ ,.F S.: + URN ' 'cr--` ''OUP ' t �' ��f i11T".���^ AON 8O ____,- 'ADDRESSEEa, V�d til N KNOWN ' { G' �1-4 JJHP 98 ii,l,tf„ �,,,; i,1,,.,i1, �-31� ,� e�„ ... ?c .ra. ':" /'.:4.....!.. I,F;.r.t,..rr, ,.r,h.-ir..,t.t,f,r..r,,,th.a •e- TY • o n ci ®�� + 1 • •'NT0• NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- • SIGNIFICANCE (DNS), MITIGATED DATE: November 2,2000 LAND USE NUMBER: LUA-00-075,PP,ECF APPLICATION NAME: EDMONDS PRELIMINARY PLAT PROJECT DESCRIPTION: The proposal is to subdivide a 1.78-acre parcel into 16 lots for single-family residences. Lots would range in size from approximately 4,350 to 6,880 square feet. Proposed access to the site is via a private street with connections to NE 12th Street and Edmonds Avenue NE. PROJECT LOCATION: Edmonds Avenue NE and NE 12th Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: June 7,2000(Revised November 2,2000) NOTICE OF COMPLETE APPLICATION: November 2,2000 Permits/Review Requested: Environmental(SEPA)Review;Preliminary Plat Approval Other Permits which may be required: Construction Permits,Building Permits Requested Studies: Geotechnical Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for December 19,2000 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: The site is designated Residential Options on the City of Renton's Comprehensive Plan Land Use Map and Residential—10 dwelling units per acre (R-10)on the City's Zoning Map. The proposed density is consistent with both land use designations. Environmental Documents that Evaluate the Proposed Project: None known Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Code, • Subdivision Regulations,Sensitive Areas Ordinance,Public Works Standards, Uniform Building Code,Uniform Fire Code and other applicable codes and • regulations as appropriate. NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION Proposed Mitigation Measures: 1. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per new single family lot. The Fire Mitigation Fee is payable prior to recording the subdivision. • 2. The applicant shall be required to pay a Traffic Mitigation Fee of$75 for each average daily.trip associated with the project. The required mitigation shall be paid prior to recording the subdivision. 3. The applicant shall pay a Parks Department mitigation fee of$530.76 per new single family lot. The required mitigation fee shall be paid prior to recording the subdivision Comments on the above application must be submitted in writing to Mr.Steven Taylor,Project Manager,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on November 16,2000. This matter is also scheduled'for a public hearing on December 19,2000 at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall, 1055 South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services Division,(425)430-7282,to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive additional information by mail,please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: STEVEN TAYLOR (425)430-7219 • PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION • ----- _• 249j• 246 =�.423(11v 228 �213 I 21b.. y "•2,4 7g 1 ▪ TH ST.1)1 I IWI f ! 2.47 •23G .2.11 S I �,,• I .,,n,- W t-F^ : ;�—' __ r r, I 229 o W•I! r ti 54 ,ec:., •.�..,, Qw ,.•-, .. ;�•.,.,.j�'I Scott. !'.2 tZk Gh 4 's I $. • --e i z'11° , III I(I , � xr F is 14`i,lJ1 , `4 b�� j; 1,•�I r •�I�,u1 J/ . -'-ICE.-- .•—mrh.---•—•—•ST—• • —r.:L % -- "4- _ — .2TR�—•.ST—.—.._�—. - —• 41= •ja '1r..I:'•C1• T 9' a xyLv.,.tni . ." J :I 6 am;: �'..,.y ,�•� `si r L• PPPY._ 41, • o�� 9 "...• • • /RUT '`� ! ••• �}� ' h �� • �I o .o6oa:• �, •1 -. .• ...•n SL'N3ET...HEI GHTS I. •r ,.:'ca S. � } t� y� � . • 34‘.1 .♦@ _¢ v' ,CAIIRE4-HEIGHTS II I p...' .: �t,i • Y "''•: •1 W- ¢ . 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(VY 0 ♦ d. ® + ..0 • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- • SIGNIFICANCE (DNS), MITIGATED DATE: November 2,2000 LAND USE NUMBER: LUA-00-075,PP,ECF APPLICATION NAME: EDMONDS PRELIMINARY PLAT PROJECT DESCRIPTION: The proposal is to subdivide a 1.78-acre parcel into 16 lots for single-family residences. Lots would range in size from approximately 4,350 to 6,880 square feet. Proposed access to the site is via a private street with connections to NE 12th Street and Edmonds Avenue NE. PROJECT LOCATION: Edmonds Avenue NE and NE 12th Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: June 7,2000(Revised November 2,2000) NOTICE OF COMPLETE APPLICATION: November 2,2000 ' Permits/Review Requested: 'Environmental(SEPA)Review;Preliminary_Plat Approval Other Permits which may be required: : Construction Permits;Building Permits • Requested Studies: Geotechnical Report Location where application may • be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for December 19,2000 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: The site is designated Residential Options on the City of Renton's Comprehensive Plan Land Use Map and Residential—10 dwelling units per acre (R-10)on the City's Zoning Map. The proposed density is consistent with both land use designations. Environmental Documents that Evaluate the Proposed Project: None known Development Regulations Used For Project,Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Code, • Subdivision Regulations,Sensitive Areas Ordinance,Public Works Standards, Uniform Building Code,Uniform Fire Code and other applicable codes and regulations as appropriate:-.• . .,.,;:;:.,. . ... • NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION • Proposed Mitigation Measures: • 1. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per new single family lot. The Fire Mitigation Fee is payable prior to recording the subdivision. • 2. •The applicant shall be required to pay a Traffic Mitigation Fee of$75 for each average daily trip associated with the project. The required mitigation shall be paid prior to recording the subdivision. 3. The applicant shall pay a Parks Department mitigation fee of$530.76 per new single family lot. The required mitigation fee shall be paid prior to recording the subdivision Comments on the above application must be submitted in writing to Mr.Steven Taylor,Project Manager,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on November 16,2000. This matter is also scheduled for a public hearing on December 19,2000 at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall, 1055 South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services • Division,(425)430-7282,to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive additional information by mail,please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: STEVEN TAYLOR (425)430-7219 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION 249,.�,"'"•�•' 246 :•�1234u•.]] 228 i 213 1 21b d...I IM IBC , 7i1-08 , .2 ILL,m Imo, r-ct d t�4 .�.nl 1 m. 9-I.TMfI.1% �• l - v_.`,5;'�+.?'�• ]�:. • .24to. 1 747" 230 ,h• �ii�__ZII SI 4• `�• �-�,�" 'E4• --- I I 'tl'IS �-7 / r� •i'.�.s. 54.,f�� , ' _f•_. 11 N_.1: �� , 1 •_,i tajw z i Sq'� Stale, !",-2c»' 1 'Ipk§-' 0.,�,,r't _�;'1'1 :gym C, - rye AA "4_-1:3- p 1$il i io =_ 1 12 i 1� ( }x . %,..n ', 1 �e �, ._/2TN--—'—' „ T.L Yi'' yl _ —•_.. _. ... • 2TH=L—••Sr:—•—'—' —•——1—'—'— a. 114- O:9 1. ,.. ".I,i 8:_ a... ,.g •_l Yj /,�/) �a_�•.,�,•+�=�` Cac+ �' n� -�= • -0 "d,Y a =7 • ,�f. � 9 T —900T `" :,. lY _1i`t,¢• ,'� ,ROUE 3':� 7� 4,z " e „.. // • � aoa.yoo de,': 5. 0 BI•".".•., ;L_• - �� ;.:. �., ;. a' " • � �'`�..�a . � „� o { :'L 1', ••\it'.'• 2 c am)`.*,u s :••� .oa'•• .�1. 4 �g ou+. n 1l U.1 ET.._M61�OH�1S. ��i !.\• Y J•tl1� �° i.' ¢ �,J •,LP :f 11R EI6HTS I`I U :11"'.o, W �'� r • o••�?5A ,,.i r e ,) • Ir o.0 _ •co.00,„.v4 . .. . . . . ..:•> %:4.� • .� ^ i O •r . - ffi'• • l 'I. ?:�..0 : ,„.:C au.„ e.•N _ -lam Is ',z '•• 38is. o•z -- _ .nz.IorH Fl. i 'm0 "II l'-7 't� � o p �� /4• •13 i W ,�y unit ..7i ��ryry�ay_ 1_,,.:©-i•: L a. t^ a •1.• ., ///�• ! „__yam,'©., ;© •..' L[J. '.1 1I1 - ,.,e � �N � w.�?•• ?,7 �- •, •<' NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION .or o 0 CITY OF RENTON 1055 South Grady Way - Renton, Washington 98055 DEC 2 0'0 0 .f .1 « 0 .9 9 F ,. ADDRESS SERVICE REQUESTED ,.,tr;, i1584o1 u.s. Po.s7A4,4!( -) k th / • (IA ) ' Z. - Mr. & Mrs •obert Florer � j ' ( Mr. Joh ranchero 12228 '4 E 112th Place #A-1 Kirkl. d, WA 98033 1 t ,,.,_FLOR228 980332009 1N 07 12/26/00 RET Y N TO SENDER NO FORWARD R ON FILE UNABLE TO FORWARD �� RETURN TO SENDER INSUFFICIENT -- ADDRESS ! , RETURN TO SENO1, 1 °' , t t., -. ?;� 11,i„1„1,11,,,,1,1,,1,1!„11,E,1,!„II,,,I,I,I,L,I,I,,,i1,1 0 0 CITY OF RENTON NAL 1055 South Grady Way Renton, Washington 98055 RC 2 0'0 0i,.7.441� M ADDRESS SERVICE REQUESTED ' ,,o Tl,N 1I58401 U.S. Fo.STA4p /\ .,.... v li-- 1- k (......) fi� v Mr. & Mrs obert Florer � j ,, Mr. Joh anchero 12228 E 112th Place #A-1 ')\)\ Kirkla d, WA 98033 6 -FL0R228 980332009 iN 07 12/26/00 RETURN TO SLIDER NO FORWARD "ORDER ON 7. LE UNABLE TO FORWARD --- ,� RETURN TO SENDER INSUFFICIENT .::, ADDRESS (r; -. RETURN TO SENDf_R °' ( i J :j a g.c �r.4 Ildu lllilllilt�1�1111�l11��fii�dulli ddilt nIdiund � r fir. CITY. OF RENTON ..IL Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator December 19, 2000 Mr.Tom Touma Touma Engineers 6632 South 191st Place, Suite E-102 Kent,WA 98032 SUBJECT: Edmonds Preliminary Plat Project No. LUA-00-075,PP,ECF Dear Mr.Touma: This letter is to inform you that the appeal period has ended for the Environmental Review Committee's (ERC) Determination of Non-Significance Mitigated for the above-referenced project. No appeals were filed on the ERC determination. The applicant must comply with all ERC Mitigation Measures. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on January 02, 2001, at 9:00 AM to consider the Preliminary Plat. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report is enclosed. If you have any questions, please feel free to contact ine at (425)430-7219. For the Environmental Review Committee, Steve Taylor.. Project Manager cc: Mr. & Mrs. Robert Florer/Owners Mr. John Banchero/Owner Mr.Wendell Woodall/Owner T.Scappini, B. Olschofski, D. Graef/Parties of Record • • FINAI 1055 South Grady Way Renton,Washington 98055. CITY OF RENTON HEARING:EXAMINER PUBLIC HEARING :`; JANUARY 02 '2001. ; AGENDA . . . COMMENCING AT:9:0O.AM, • COUNCIL CHAMBERS, 7TH FLO OR, RENTON CITY HALL The application(s) listed are in order of application numberonlyand not necessarily the order in which they will be heard. Items will becalled for hearing at the discretion;of the Hearing:Examiner: PROJECT NAME: Edmonds Preliminary Plat PROJECT NUMBER: LUA-00-075,PP,ECF PROJECT DESCRIPTION: The proposal would subdivide an approximately 1.78 acre parcel into 16 lots intended for construction of single-family residences. The proposed lots range in size from 4,349-sf to 6,880-sf. The subject'property is zoned Residential-10 du/ac(R-10)which allows a maximum density of ten (10)dwelling units per acre (du/ac). However, a bonus density of 13 du/ac is allowed if all units are detached single-family dwellings. The proposal has a net density of 10.88 du/ac. The proposed lots front on Edmonds Avenue NE and have pedestrian access from this street. Vehicular access would be provided via a private road connecting to both Edmonds Avenue NE and NE 12th Street. The site is located west and adjacent to Edmonds Avenue NE, between Sunset Boulevard NE and NE 12th Street. PROJECT NAME: JACQUES 24T"STREET PLAT PROJECT NUMBER: LUA-00-127,PP,ECF PROJECT DESCRIPTION: Jim Hanson,of Hanson Consulting, has proposed subdivision of an approximately77,505;16 sf(1.78 acre)property into 11 lots suitable for detached;single family houses. Lots would range in size from 4,565 sf to 8,959 sf.The property is located at 2232 NE 24th Street, in a Residential 8(R-8)Zone,which requires between 5.0 and 8.0 dwelling units per net acre(du/a). Approximately 16,455.82 sf(0.38 acre)of the site would be a public right-of-way and therefore is deducted from the gross square footage of the site for density calculations. The net site area is 61,049.34 sf(1.4 acre),therefore the density is 7.86 du/a.Access would be from a new public street from NE 24th Street. This new street would terminate in a cul-de-sac. A modification from street standards has been requested to reduce the width of the public right-of-way from 50 feet to 42 feet. The applicant will be responsible for half-street improvements (see Advisory Notes to Applicant).A minor amount of filling will be required during grading for streets and utility construction. The project is located at 2232 NE 24th Street in Northeast Renton, north of NE 24t Street between Aberdeen Ave NE and Edmonds Ave NE. Agnda , • City of Renton . PUBLIC Department of Planning/Building/Public Works HEARING , FI PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: January 2, 2001 Project Name: Edmonds Preliminary Plat Owner/Applicant Mr. Wendell Woodall Address: 618 Park Avenue North Renton,WA 98055 File Number: LUA-00-075, PP, ECF Project Manager: Steve Taylor Project Description: The proposal would subdivide an approximately 1.78 acre parcel into 16 lots intended for construction of single-family residences. The proposed lots range in size from 4,349-sf to 6,880-sf. The subject property is zoned Residential-10 du/ac(R-10)which allows a maximum density of ten (10) dwelling units per acre (du/ac). However, a bonus density of 13 du/ac is allowed if all units are detached single-family dwellings. The proposal has a net density of 10.88 du/ac. The proposed lots front on Edmonds Avenue NE and have pedestrian access from this street. Vehicular access would be provided via a private road connecting to both Edmonds Avenue NE and NE 12tn Street. Project Location: The site is located west and adjacent to Edmonds Avenue NE, between Sunset Boulevard NE and NE 12th Street. N Ly ¢�R�S:,—__._'IT( -:-DI i' llap..l ; 1 1 i-2,f—, r.w1 I` 5,41 `-1 DI iE�,1 - i 48 4 - -., 4.°. 244t•`i 246 =�23S N 1l 228 1 213 1 2I& {�l,1i a. ; d Nm r r r r .rra •' �1� C' u r2 5_ p, 5 -x� ° :N.E.147H ST-9� ��;�'3 - 1 yam.. k : 24 ='4 24Y 23C s r __ :l S I �m• "� Z'' _. • j I O -4l1 .kJ l{ Ili •\ 54 ,a` i —'N�1: 1 ,a_)„.,--..., , I 229 41 Z,y '.t' I p"W7 I Scale- I r2Gi0' I IlIi �k ,�6 "-`'° l:._ i•:f•e ��;' y\�`I •_ r}':,er,...1,. -vr:.� �g.Ui.�,.i `I . . I �a H.E •11r. ® .''r'�r J� _ziu_ r.•� $-- 1---'u,,:S�--1 �,gd:i : 5@ 2.e. , ' _ .. ` Z `� '�t. . . 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''' -A)., V 7, 8 " ; y '�' "., if , a - / �', Ai•^F ( i. �18•r -_ --u4. J1 !I!il IA U'l .._. E MS i4ii ' I " ,�,. rN, 42 ,v 38 1.7�Y s t r a®a '2---�'� ..- laE.,107H !:PL.c ;!ox CIE -WI jm'.,. i•N� G\ R p. A,, j ' C/ Ir 4! WO, aoNN L . —-_Tr.-- ,.� u, 1,,,,,a - J 4 e 15r i zaNf:ra,_ _r•G.. .s A� -8--a 2a= •El :< ! _•a•A_ 2a .�/• � . ' }l?„. i City of Renton P/B/PW Department . Preliminary Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 Page 2 of 9 B. GENERAL INFORMATION: • 1. Owner of Record: Mr.Wendell Woodall 618 Park Avenue North . Renton,WA 98055 2. Zoning Designation: Residential 10 DU/AC (R-10) 3. Comprehensive Plan Residential Options (RO) Land Use Designation: 4. Existing Site Use: Undeveloped 5. Neighborhood Characteristics: North: Residential Single Family(R-10), Elizabeth Place East: Residential Multi-Family(RM-C),Apartment Complex, Convalescent Home South: Convenience Commercial (CC), Convenience Store/Gas Station, Tavern, Restaurant West: Residential Single Family(R-10), PSE Substation, Single Family Homes 6. Access: Edmonds Avenue NE and NE 12th Street 7. Site Area: 1.78 acres, 77,461 sq.ft. 8. Project Data: area comments Existing Building Area: N/A New Building Area: N/A Total Building Area: N/A C. HISTORICAUBACKGROUND: Action ; •Land Use File No. Ordinance No. Date Annexation 1795 10-6-59 Comprehensive Plan 4498 02-20-95' Zoning Code 4404 06-07-93 D. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Residential-10 DU/AC (R-10)Zone, 4-2-110F. Development Standards. 2. Street Standards,4-6-060. 3. Subdivision Regulations, Chapter 7. HEXRPT.doc City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 Page 3 of 9 E. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: . 1. Land Use Element- Residential Options (RO) F. DEPARTMENT ANALYSIS: 1. PROJECT DESCRIPTION/BACKGROUND The applicant, Wendell Woodall, proposes to subdivide a 1.78-acre parcel into 16 lots intended for construction of single-family residences. The site is currently undeveloped and covered by second-growth forest. The proposed lots range in size from 4,349-sf to 6,880-sf. Lots would gain vehicular access via a private road connecting to both Edmonds Avenue NE and NE 12th Street. The subject property is zoned Residential-10 du/ac (R-10) which allows a maximum density of ten (10) dwelling units per acre (du/ac). However, a bonus density to 13 du/ac is allowed if all units are detached single-family dwellings. When the area for the private street is deducted, the proposal has a net density of 10.88 du/ac. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971 as amended), on November 28, 2000 the Environmental Review Committee issued a Determination of Non-Significance, Mitigated. The appeal period for the SEPA threshold determination ended on December 18, 2000. No appeals were received. The applicant will be.. required to comply with the adopted mitigation measures. 3. COMPLIANCE WITH ERC MITIGATION MEASURES Based on an analysis of probable impacts from the proposal, the Environmental Review Committee (ERC) issued the following mitigation measures with the Determination of Non- Significance, Mitigated (DNS, M): 1. The applicant shall follow the recommendations of the Geotechnical Report prepared by Terra Associates, Inc. dated September 27, 2000 and the Addendum Report dated October 13, 2000, with regard to any site disturbance, preparation, or development activities. . • 2. The applicant shall limit site disturbance including clearing grading, utility and roadwork activities to the relatively dry months of April through October. If possible, site clearing and grading should be performed in stages, with the retaining wall constructed prior to clearing the rest of the site. 3. The applicant shall engage a qualified engineering geologist to observe the installation of all erosion and sedimentation measures at the site. Weekly reports on the status and condition of the erosion control plan with any recommendation of change or revision to either the maintenance schedules.or installation shall be submitted by the project engineer of record to the Public Works Inspector. 4. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per single family lot. The Fire Mitigation Fee is payable prior to recording the subdivision. HEXRPT.doc City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 Page 4 of 9 5. The applicant shall be required to pay a Traffic Mitigation Fee of $75 for each average daily trip associated with the project. The required mitigation shall be paid prior to recording the subdivision. 6. The applicant shall pay a Parks Department mitigation fee of $530.76 per single family lot.. The required mitigation fee shall be paid prior to recording the subdivision. 4. STAFF REVIEW COMMENTS Representatives from various city departments have reviewed the application materials to identify and address site plan issues from the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. 5. CONSISTENCY WITH PRELIMINARY PLAT CRITERIA: Approval of a plat is based upon several factors. The following preliminary plat criteria have been established to assist decision makers in the review of the plat: (a) Compliance with the Comprehensive Plan Designation. The site is designated Residential Options (RO) on the Comprehensive Plan Map. The Residential Options designation is intended to provide a variety of residential alternatives including both single and multi-family development in areas with established infrastructure. Multi-family units, are limited to a maximum of 50% of the development in (RO) designated areas. Additionally, small lot single family detached units are encouraged through bonus densities. The following Comprehensive Plan policies are specifically applicable. Policy LU-51 - The net development densities should be 10 dwelling units per acre. If 100% of the dwelling units are detached, a density bonus may be allowed to a maximum of 13 dwelling units per acre. Policy LU-54 -A maximum of 50% of units allowed within an individual RO development may consist of attached units, which includes townhouses, and small scale multi-family units. (b) Compliance with the Underlying Zoning Designation. The subject site has an R-10 zoning designation. Density in the. R-10 zone ranges from a. minimum of 7 to a maximum of 10 dwelling units per net acre.. Additionally, the maximum housing density may be increased to 13 units per acre, provided that all units are detached. ., The proposed subdivision has a net density of 10.88 dwelling units per acre. The net density is calculated by subtracting the public street area (13,347-sq. ft.) from the gross acreage of the site. The number of lots is then divided by the net acreage to arrive at the density of the project. The minimum lot size permitted in the R-10 zone for detached or semi-attached dwelling units is 3,000 square feet. The proposed lots range in size from 4,349-sf to 6,880-sf. complying with the standard for minimum lot size. For detached or semi-attached dwelling units, the R-10 zone requires a minimum 30 foot lot width for interior lots and a 40 foot lot width for corner lots. There is a minimum lot depth of 55 feet. All of the proposed lots comply with the lot dimension standards of the R-10 zone. The preliminary plat includes setbacks showing potential building envelopes on the lots. There is sufficient lot area on all the proposed lots for the intended residential construction. The R-10 zone also requires a minimum of 10-feet of landscaped setback from arterial streets. In this case Edmonds Avenue NE is classified as a Minor Arterial and Sunset Blvd. NE is HEXRPT.doc City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 Page 5 of 9 classified as a Major Arterial and therefore, must be landscaped. Additionally the R-10 zone requires that all setback areas be landscaped. The applicant will be required to submit a landscape plan, at the,time of building permit review, showing how all landscape requirements for the zone are met. (c) Compliance with Subdivision Regulations Lot Arrangement: Insofar as practical, side lot lines are to be at right angles to street lines, and each lot must have access to a public street or road. Access may be by private access easement street per the requirements of the street standards(Code Section 4-7-170). Lots 1 through 14 are configured with the side lot lines at right angles to the street lines. Due to the shape of the parcel, Lots 15 and 16 have side lot lines that are not able to be at right angles to the street line. Vehicular access to the lots is via a private street similar to an alley. Lots: The size, shape and orientation of lots shall meet the minimum area and width requirements of the applicable zoning classification and shall be appropriate for the type of development and use contemplated. All of the proposed lots meet the minimum lot area and lot dimension requirements of the R-10 zone. The building envelopes (the area available for building with respect to setback requirements)on all lots are appropriate for construction of single family residences. Property Corners at Intersections: All lot corners at intersections of dedicated public rights-of- way, except alleys, shall have minimum radius of 15 feet. The proper radius at the intersection of Edmonds Avenue NE and NE 12th Street will need to be dedicated to the City.. (d) Reasonableness of Proposed Boundaries Access Lots 1 through 11 front on Edmonds Avenue NE and have pedestrian access from this street. Vehicular access is provided via a 20-foot private street connecting to both Edmonds Avenue NE and NE 12th Street. Lots 12 through 16 front on the internal street and pedestrian/vehicular access are provided from this private street. Along the site frontage, NE 12th Street currently consists of approximately 20-feet of paved roadway constructed in the northern 30 feet of the 60-foot right-of-way. The applicant will widen NE 12th Street to 32 feet of pavement and construct curb, gutter and sidewalk. Additionally the applicant will provide an approximate 50 feet asphalt taper to match the existing pavement west of the site. • "A November.10, 2000, traffic engineering analysis was submitted by Transportation Consulting Northwest, which addresses the projects trip generation, trip distribution and entering sight distance for the proposed intersection with NE 12th Street. Due to steep topography on the one block section of NE 12th Street just west of Edmonds Avenue NE, placement of this intersection was a concern. A past project approved on this site (Sarang Baptist Church, LUA-098-180) but never built and the plat of Elizabeth Place LUA-99-150 (located directly North across NE 12th), had conditions limiting entree onto NE 12th Street to emergency access only. The study pointed out that the recent installation (6/30/00), of 4-way stop control at the Edmonds Avenue/NE 12th intersection improves the safety of the proposed intersection by creating gaps in the traffic flow. Platoons of vehicles can no longer turn onto NE 12th Street at one time; each vehicle must stop and yield to other waiting vehicles to proceed. Additionally, the project will be clearing vegetation and widening NE 12th to a full 32' along it's frontage. This means that prior to descending the grade, westbound traffic leaving or crossing Edmonds Avenue NE has unobstructed view for approximately 1,300 feet to Aberdeen Avenue NE. This gives clear view of any.turning traffic at the site driveway approximately 160-feet west of the Edmonds Avenue intersection. HEXRPT.doc City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 Page 6 of 9 • The study concluded existing conditions appear to offer sufficient sight distance and regulated traffic flows to-provide for safe access at both driveways. It recommended the project access be approved as shown on the proposed plan will full access onto both NE 12th Street and Edmonds Avenue NE. . The traffic report was review by the City of Renton Transportation Planning Section, which concurred with this conclusion. The Transportation Section recommended that the internal roadway be redesigned at the approaches to NE 12th Street and Edmonds Avenue NE to provide a less steep grade for improved sight distance. Staff recommends that the applicant establish a homeowners association or record a covenant to provide for the shared use and maintenance of the all easements, road and drainage facilities. Topography In general, site topography slopes down to the west-southwest. Slope grades along the eastern boundary of the site, adjacent to Edmonds Avenue NE, are generally steep to moderate with inclinations ranging from about 20 to 55 percent. Slope grades gradually flatten to the west- southwest with inclinations ranging between about 10 and 20 percent. Site elevations range from a high of approximately 320 feet in the northwestern corner of the site, to a low of about 272 feet at the southwestern corner of the property. The 40% slopes located on site were likely created during the construction of Edmonds Avenue NE. They are not classified as "Protected Slopes" because they do not exceed a minimum of 15 feet in vertical rise and therefore may be modified. Due to the steep topography, clearing and grading of most of.the site will be necessary in order to construct streets, utility improvements, and to prepare building foundations.= To assure the stability of Edmonds Avenue NE and NE 12th Street, the applicant is proposing a retaining wall from 2-6 feet in height along the steeper portions of the site. A rock retaining wall from 2-7 feet in height is also proposed along the western property line. The applicant estimates grading of about 950 cubic yards of soil material. Additionally, approximately 275 cubic yards of structural material will need to be imported for the road, building foundations and the structural wall along Edmonds Avenue NE. Terra Associates, Inc conducted a geotechnical- evaluation of the site and a report dated September 27, 2000 was submitted for review. An addendum pertaining to the structural wall was submitted on October 13, 2000. The site is underlain with recessional outwash sand overlying Vashon glacial till. Soils are classified as Indianola loamy fine sand (InC)and Ragnar- Indianola (RdC). The report indicates that site soils will be susceptible to erosion when exposed and that erosion protection measures should be in place prior to and during grading of the site. In the opinion of Terra Associates, provided the recommendations of the report are followed, development of the site will not increase the potential for slope instability on-site or on adjacent properties, and the risk for such an occurrence would be minimal. However, due to the steep topography of the site and the need to clear nearly all vegetation, potential erosion impacts could occur during site preparation and construction. The Environmental Review Committee required several SEPA conditions regarding the timing of construction and installation of the Erosion and Sedimentation Control measures to mitigate the potential impacts from this project. Relationship to Existing Uses The subject site is located in a residentially zoned area. To the north, across NE 12th, is a single-family development zoned R-10 (Elizabeth Place)that is currently under construction. To the east across Edmonds Avenue NE, are an apartment complex and a convalescent center zoned RM-C. South, across Sunset Blvd. NE, is a Convenience Commercial (CC) zone developed with a Mini-mart/gas station, tavern and a restaurant. To the immediate west are an undeveloped parcel and a Puget Sound Energy substation in the R-10 zone. HEXRPT.doc City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 • Page 7 of 9 (e) Availability and Impact on Public Services(Timeliness) • Traffic The proposed subdivision is expected to generate additional traffic on the local street system. Based on the ITE Trip Generation Manual which estimates 9.57 average daily trips per single family residential lot, the proposed subdivision is anticipated to. generate a total of 1.53.12 average daily trips for the proposal. The Environmental Review Committee (ERC) imposed a Transportation Mitigation Fee of$75 per average daily trip attributable to the project. The traffic mitigation fee is estimated to be$11,484. Police and Fire Police and Fire Prevention Bureau staff have indicated that sufficient resources exist to provide services to the proposed development, subject to the condition that the applicant provide required improvements and fees. The Environmental Review Committee (ERC) imposed a fire mitigation fee of $488 per new single family lot to compensate for increased demands on Fire Department services.,The estimated fire mitigation fee is$7,808. The Fire Department requires a fire hydrant with 1000 GPM fire flow within 300 feet of all new single-family structures. Recreation Future residents of the subdivision would make use of existing and future City park and recreation facilities throughout the City. In order to mitigate for the impact of increased demand on City parks and recreation facilities, the Environmental Review Committee (ERC) imposed a park mitigation fee of$530.76 for each new single family lot. The estimated park mitigation fee is$8,492.16. Schools The subject site is located in the Renton School District. Staff estimates that single family plats generate approximately 0.44 children per single family residence. The proposed 16-lot subdivision would therefore be expected to generate 7 to 8 school age children. The School District has been notified of the subject proposal and responded that students from the proposed subdivision would attend Kennydale Elementary, McKnight Middle School and Hazen High School. The District indicates these facilities have adequate capacity to serve the development. Stormwater The applicant submitted a Level One Storm Drainage Report prepared by Touma Engineers dated April, 2000 and received June 7, 2000. The report indicates. no evidence of concentrated flows leaving the site or documented downstream problems:. Stormwater from : • the developed site would be directed to the storm drainage system in Sunset Blvd. and subsequently to Lake Washington. The report states that post-development flow would be under the threshold requiring detention but that a water quality facility is needed. A wet vault is the proposed for water quality, soils are conducive to infiltration of roof drains. The site will require a drainage plan and temporary erosion/sedimentation control plans in accordance with the 1990 KCSWDM as adopted by the City of Renton. Stormwater System Development Charges (SDC) of$525/single family lot will be required. Staff recommends that the applicant record an agreement for use and maintenance of the common stormwater facility. The project is located in the Aquifer Protection Zone 2. A Source Statement certified by a professional engineer is required for all projects involving the placement of 100-cubic yards or more of fill material. This Source Statement must be submitted with the building permit application. Notice regarding the Aquifer Protection Zone 2 is required on the face of the plat. HEXRPT.doc City of Renton P/B/PW Department •Preliminary Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 Page 8 of 9 Water and Sanitary Sewer Utilities • . Adequate sewer and water utilities are available to the site to serve the proposed residential development. ' The site will require one fire hydrant within 300' of each home per Fire Department codes%regulations. New water meters for domestic service will be required. Water (SDC)fees of$1105/single family lot will be assessed. The site will require installation of a new sanitary sewer main to serve the plat and side-sewer connections to serve each lot. Wastewater(SDC)fees of$760/single family lot will be required. Street Improvements Along the site frontage, NE 12th Street currently consists of approximately 20-feet of paved roadway constructed in the northern 30 feet of the 60-foot right-of-way. The applicant will widen NE 12t Street to 32 feet of pavement and install curb, gutter, sidewalk and streetlights if needed. Additionally the applicant will provide an approximate 50 feet asphalt taper to match the existing pavement west of the site. The internal roadway, which the applicant refers to as an alley, meets the definition of a private street. A 20-foot wide paved road in 26 and 30-foot easements are provided. The road must meet the appropriate construction standards of 4"of asphalt over a 6"base. G. RECOMMENDATION: Staff recommends approval of the Edmonds Preliminary Plat, File No. LUA-00-075, PP, ECF subject to the following conditions: (1) The applicant is required to comply with the Mitigation Measures that were required by the Environmental Review Committee Threshold Determination prior to recording of the subdivision. (2) The applicant/owner shall establish a Homeowners'Association for the maintenance of all common improvements (private road, stormwater facilities, retaining walls, etc.), or include a maintenance agreement note on the face of the final plat. A draft of the document shall be submitted for review and approval by the Development Services Division prior to the recording of the final plat (3) The applicant/owner shall include a Declaration of Covenant note on the face of the final plat, or record other legal encumbrance acceptable to the Development Services Division, that conveys the beneficial interest in the easements shown on the plat to the future owners of the lots. (4) The applicant shall dedicate the proper intersection radius at the corner of NE 12th Street and Edmonds Avenue NE.. . • (5) At the time of construction'plan approval the applicant shall revise the internal road design to reduce the grade on approaches to Edmonds Avenue NE and NE 12th Street. The final design shall be subject to the review and approval of the Development Services Division. (6) The applicant shall pay a Park and Recreation Mitigation Fee equivalent to$530.76 for each new residential lot.The Parks and Recreation Mitigation Fee shall be paid prior to the recording the final plat. (7) The applicant shall pay a Fire Mitigation fee of$488.00 for each single-family lot for development of fire prevention facilities. Payment of these fees will be required prior to recording the final plat. (8) The applicant shall pay a Traffic Mitigation Fee equivalent to$75 per each new average weekday trip attributed to the project. Trips are estimated to average 9.57 per HEXRPT.doc City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT •LUA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 Page 9 of 9 household, per weekday. Payment of the Traffic Mitigation Fee is required prior to recording the final plat. EXPIRATION PERIODS: Preliminary Plats(PP): Five(5)years from final approval (signature) date. HEXRPT.doc • • CITY OF RENTON • DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-00-075,PP,ECF APPLICANT: Mr.Wendell Woodall PROJECT NAME: Edmonds Preliminary Plat DESCRIPTION OF PROPOSAL: The proposal would subdivide an approximately 1.78 acre parcel into 16 lots intended for construction of single-family residences. The proposed lots range in size from 4,349-sf to 6,880-sf. The subject property is zoned Residential-10 du/ac (R-10)which allows a maximum density of ten (10) dwelling units per acre (du/ac). However, a bonus density of 13 du/ac is allowed if all units are detached single-family dwellings. The proposal has a net density of 10.88 du/ac. The proposed lots front on Edmonds Avenue NE and have pedestrian access from this street. Vehicular access would be provided via a private road connecting to both Edmonds Avenue NE and NE 12th Street. LOCATION OF PROPOSAL: The site is located west and adjacent to Edmonds Avenue NE, between Sunset Boulevard NE and NE 12 h Street MITIGATION MEASURES: • 1. The applicant shall follow the recommendations of the Geotechnicai Report prepared by Terra Associates, Inc. dated September 27, 2000 and the Addendum Report dated October 13, 2000, with regard to any site disturbance, preparation, or development activities. 2. The applicant shall limit site disturbance including clearing grading, utility and roadwork activities to the relatively dry months of April through October. If possible, site clearing and grading should be performed in stages,with the retaining wall constructed prior to clearing the rest of the site. 3. The applicant shall engage a qualified engineering geologist to observe the installation of all erosion and sedimentation measures at the site. Weekly reports on the status and condition of the erosion control plan with any recommendation of change or revision to either the maintenance schedules or installation shall be submitted by the project engineer of record to the Public Works Inspector. 4. The applicant shall pay the appropriate Fire Mitigation Fee equal to$488 per single family lot. The Fire Mitigation Fee is payable prior to recording the subdivision.. 5. " The applicant shall be required to pay a"Traffic Mitigation Fee of$75 for each average daily trip • associated with the project. The required mitigation shall be paid prior to recording the subdivision. 6. The applicant shall pay a Parks Department mitigation fee of$530.76 per single family lot. The required mitigation fee shall be paid prior to recording the subdivision. mitigationmeas • • CITY OF RENTON • DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) • • • ADVISORY NOTES APPLICATION NO(S): LUA-00-075,PP,ECF APPLICANT: Mr.Wendell Woodall PROJECT NAME: Edmonds Preliminary Plat DESCRIPTION OF PROPOSAL: The proposal would subdivide an approximately 1.78 acre parcel into 16 lots intended for construction of single-family residences. The proposed lots range in size from 4,349-sf to 6,880-sf. The subject property is zoned Residential-10 du/ac(R-10)which allows a maximum density of ten (10) dwelling units per acre (du/ac). However, a bonus density of 13 du/ac is allowed if all units are detached single-family dwellings. The proposal has a net density of 10.88 du/ac. The proposed lots front on Edmonds Avenue NE and have pedestrian access from this street. Vehicular access would be provided via a private road connecting to both Edmonds Avenue NE and NE 12th Street. LOCATION OF PROPOSAL: The site is located west and adjacent to Egmonds Avenue NE, between Sunset Boulevard NE and NE 12 Street Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. FIRE 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structures. 2. Access roadway requires 20 foot paved roadways and shall be identified a Fire Land per City Ordinance. • PLAN REVIEW • • • WATER 1. New water meters for domestic service and water (SDC) fees of$1,105/single family lot will be required. SANITARY SEWER 1. The site will require installation of a new sanitary sewer main to the plat and side-sewer connections to serve each lot. 2. Wastewater(SDC)fees of$760/single family lot will be required. r- • - • Edmonds Preliminary Plat • LUA-00-075,PP,ECF Advisory Notes (continued) Page 2 of 2 • .. SURFACE WATER 1. The site will require a drainage plan and temporary erosion/sedimentation control plans in accordance with the 1990 KCSWDM as adopted by the City of Renton. 2. Surface water(SDC)fees of$525/single family lot will be required. TRANSPORTATION 1. NE 12th Street frontage will require curb, gutter,sidewalk, street paving and streetlights.. 2. The on-site roadway will require a 20'wide street paving (asphalt)with 25' inside radius and 45' outside radius to meet Fire Department Codes/Regulations. 3. The proposed on-site retaining walls will require a structural engineer's approval for design and a special inspection to ensure walls are constructed per approved design plans/specifications. 4. A traffic mitigation fee of$11,484 will be required. • • advisorynotes . . . . . . • • • • • b LUA- . NI- • LND •• . ,,.11. •• . . ,--- GRAPHIC SCALE •• • ill. . 4.1 . .. wt=mmo 20 a • .0 100 '• Nk . . C.)I • . (,) 1 lach 40 IL ' • ' . . . • •• . • . . • . • EDMONDS AVENUE NE • • . • BENCHMARK . I . . • . / . • —./ \ \ " \ 1 (' . \ • • \ \- --\-- - ) -—L- - L--4 \ \ \ \\ ik _ I _ •( / : • 2•.50059.2.TV c) - - 7 S00159t2.31 8 1 450.00' -.A . / / CB I I / C,• i I I C ) I 1---- -..1L•t:::' C. G )*:::74505:F2' _, C c . 4 0 .., -• ...._4 —M-1 -- ..4:1"/74, AI A.,. ..,z ...,......-.7- 'fir.7741i".- - ---• . - .1 I- :-... .-z-. - !--.-.--, 0=Wr7F? 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EDMONDS PRELIMINARY PLAT , i i.01 • •' 40 • ' • ' Eiff TOUMA ENGINEERS SLOPE ANALYSIS . . . . z . -ext"• '•• i :...-11V: NEST VALLEY BUSINESS PARK DWN. BY GJS DATE JOB NO. .., .. 047CL Zi 68.72 SOUTH 191.57 PM=SINTE E-102•COATWA 98022 7198SLOP.DWG MAY, 2000 719-008-201 • • • •::., \17,,;;;' • PHONE'(425)251-0665 FAX(425)251-0625 • . Z CHKD.BY SCALE ' SHEET . . . • ::,OP= OPIVOI k,'• . M.H.T. 1"•••40' 1 OF 1 • . • SURVEY NOTES: POR770N OF THE NE 1/4 OF THE NE 1/4 SEC770N 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LUA- • INSTRUMENT: N/KON TOTAL STATION DTM-A1OLG • (5 SECOND INSTRUMENT). CITY OF RENTON, STATE OF WASHINGTON LND • METHOD USED: FIELD TRAVERSE WITH ACTUAL - FIELD MEASUREMENTS AND ANGLES ' ' 0 2 WAC 332-130-070 PLAT DATA NE}2TH ST o W DATE OF SURVEY: MARCH 2000 • / BASIS OF BEARING NE 12711 AVE STREET BETWEEN CAMAS NE& TOTAL AREA - 77,461 SQUARE FEET(1.78AC) 2 • i NE EDMONDS AVE NE(N89;T37WJ '�2' -" STREET R/W DEDICATION AREA - NONE S" .- yu BENCHMARK* CITY OF RENTON MON/57 ELEV.326 43'(99.496M) ZONE - R10 ¢ ' ¢ �� 3'RAT BRASS DISC N11W X'AND A PUNCH MARK ON I GRAPHIC SCALE PROPOSED NUMBER OF LOTS - 16 W ' SITE 101 • A CONCRETE POST MONUMENT DOWN 0.5'AT THE I DENSITY - 16 LOTS, BASED ON 10 DU/ACRE o ¢ i INTERSECTION OF NE 127H STREET&EDMONDS 40 ° 30 u 00 °° W • /Q. AVENUE NE. 4,4 BENCHMARK I • D.R.MON-/57 I I 1 inch-E 0 1/L I NF.s:'4 SE,� • //. I - . g -1- - - - - -� - — - — — - - - BI, — — — • '_ EDMONDS AVENUE NE' YlciNITY MAP • — — — v . S0039 23`W 473.38' • — — — - - . - — • • _ _ _ •-•- Wu 32.00' 32.00' 32.,•�� 32.00' 32.,,.' 32.04 r E=+ ----"'--- ;' oi ��v 3t- 1 1- 71 -1 f ,.y r �;`► o T�lL- r ` \ . r' Nor_ r; I 1 12 1 1 eax v u T5-o f2� q - �c o31. c / �i1• fv � /v P I v��d-•,,�� I F 1av W 1 ' f3 �•^F q. ..�. ` '�. 1 1 1 i u 1 1 1 1 1 I r:2"aar4 41� u o I !!mv _ L+ 1s993' ilke'x ^ �� I I ? 1 ...B:1 I I I I 5v I I r N rov l y l h l 12 5:1 1 b n C,p, ly I I v I N 1 I I# li I I 1 I"1 on, 1 1 1 d, I y 9,,u .44 K----,, vo F - �OP .�y 1 I I I I. I I r,M I I I 1 I I I I I I :V la 1 F •1 ,. • t , 5 'c,, I �' 7 IN a :N 1 g :N 1 1O.W I 11 g S0o5923- µ- 6 - / ,Y r f[. ,- pp !AS..�. ,i $ A$ ' r--63.34= w•. f5 / ►'h, .,tom,, • ' I /"I ;'�irl,�Xt2v'h :,1 �Nig ',['iTi ui .;j„rs,'!u ''t�i di 2777�h x'i ,IS ,,.R I �,7 a7' / 06• - 0� 1 � � I Y' I I y.'3i I �i I I I I I `J' � v • / r11 �Q',�PT`' 'Q r0 lti L__-/ L_J ;' I ,�l,, I I $ I 1J ' '?�i. v •5ocb ' ib7� 0// r J L_J L_J L_J L_J I n-re u i�SsMJ. L_J I I �:. I !t .L, s� �'f �O/ IZOI L__—_ _ I M• 26 PRIVATE;�:/ • /YiY� / • 4. 00 59 23"W 488.07' \ • z ,;,3 rs'u 0 r— LEGEND \\ CONIFERv LINE TABLE I O + C f .11°14 I • / LINE LENGTH BEARING /(v I �V, I 1�!1 I C- CEDAR TREES TO 5,i RETAINED.',%,', Li 1136 S/3S03I'W , Is. I M SU6� I • . ��aq - L. 8.22 N4231'59'W N ' +.lt DECIDUOUS / - Z I I .. I A -ALDER COT- COTTONWOOD CURVE TABLE I I M-MAPLE / CURVE LENGTH • RADIUS DELTA TAN LEGAL DESCRIPTION I / LP',' I I I / Cl 39.51 25.00 9032'45' 25.24 --INnj BEGINNING AT THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF / / co SECTI W.ON 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, M., IN KING COU TY, WASHINGTON;; ', 30 FEET WEST OF THE NORTHEAST CORNER OF SAID SECTION 8; THENCE HEST ALONG THE NORTH / LNENOFRSAIDNSECnONA63893TIFEET. MOREEOR ESS, TOO OTHE NORTH LINE OR MARGINT OB�PRIMARY % ' OWNER/DEVELOPER I I— — LSTATE-HIGHWAY NO..-2;__THENCE„IN.A SOUTHEASTERLY DIRECTION ALONG THE NORTH LINE OR • / / ROBERT&NANCY FLORER MARGIN OF SAID PRIMARY•STATE HIGHWAY NO.2, TO-A-POINT 30 FEET WESTERLY-OF-THE-EAST — — J &✓OHN S RANCHERO I BOUNDARY LINE OF SAID'SECTION a, AS;MEASURED ALONG A LINE PR CTED AT RIGHT ANGLES 12228 NE 1127N PL. /AI TO SAID EAST BOUNDARY,LINE; THENCE NORTH PARALLEL TO AND 300F1EET WESTERLY OF THE / / KIRKLAND, WA. 98033 SAID EAST BOUNDARY-LINE OF SAID SECTION TO THE POINT OF BEGINNING, EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 655879, I OR PRIMARY STATE HIGHWAY NO. 1; AND' I / ENGINEER/SURVEYOR EXCEPT THAT PORTION THEREOF BEGINNING AT A POINT 75 FEET NORTHA1ASTERLY AND OPPOSITE / 'TOUMA ENGINEERS I HIGHWAY ENGINEER'S STATION 48+00 OM THE A-LINE CENTER LINE OF BR 405, NORTH RENTON 1 . 6632 S. 191ST PL., SUITE E-102 INTERCHANGE,• THENCE'NbRTHEASTERLY IN A STRAIGHT LINE TO A POINTI30 FEET WESTERLY / KENT, WA. 98032 DA YTON ---- -"AND-OPPOSITE•HIGHWAY'-ENGINEER'S STATION 23+50 ON THE 116TH AVENUE CENTER LINE OF SAID. i / PH. 425-251-0665 • __ PROJECT; THENCE NORTHERLY TO A POINT 30 FEET WESTERLY AND OPPOSITE HIGHWAY / 1 . • ENGINEER'SAVENUE NE EXCEPT THESTATION NORTH"30 FEET CONVEYED23+75 AND THE END OOF THE CITY OF RENTON BY INTHIS LINE DESCRIPTION; STRUMENT RECORDED / , UNDER RECORDING NUMBER 7906250755.1 I 1 °" _ EDMONDS'PLAT TREE PLAN • 011H.rD FOR ABERDEEN A.VENUE NE 404"0, "�`, y TOUMA ENGINEERS ,? R &B LAND /NC \ CITY OF RENTON MON/71 1 'r''' WEST VALLEY BUSINESS PARK BY"BY GJS DATE JOB NO. TOP 2.5'DISK SET IN CONCRETE 0 . 470 6632 2011TN 1915T PLACE 51.61E 0-702•Keg WA 98032 71908PPL.OWG MAY. 2000 719-008-201 MONUMENT(3/00) . . - ;A'4 mg.' ' PHONE(425)251-0665 FAX(425)251-0625 • CHKD. BY _ SCALE SHEET ,MORES• n/20/01b M.H.T. . 1"=40' 1- of 4 d • • PORTION OF THE NE 1/4 OF THE NE 1/4 ' SURVEY NOTES: SEC710N 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LUA— INSTRUMENT• NIKON TOTAL STATION DIM-AIOLG . (5 SECOND INSTRUMENT) CITY OF RENTON, STA7E OF.WASHINGTON WD METHOD USED: HELD TRAVERSE WITH ACTUAL 1 REED MEASUREMENTS AND ANGLES PLAT DATA i wAC JJ-1JO-070 DATEIOF SUR MAR 2000 PLAT DATA NE 12TH•ST a BAS/$Of B /NC NE EDMONDS STREET BETWEEN 0189 CAMAS AVE*NE& TOTAL AREA - 77.461 SQUARE FEET(1.78AC) Z 2 %_ .� I NE EpMONDS AVE NE(N893J72'7t)' STREET R/W DEDICATION AREA - NONE ¢ (S9 0_BENCHMARK• OIY OF RENTON MONAQ57 ELEV'J2&43'(99.496M) ' ZONE - R10 ¢ / r fLAT BRASS DISC WITH X'AND A PUNCH,MARK ON GRAPHIC SCAI1E PROPOSED NUMBER OF LOTS - 16 SITE /y $ONCRE POST MONUMENT DOWN 0.5'AT THE w ¢ ' o I ��EE m w ,a DENSITY - 16 LOTS, BASED ON 10 DU/ACRE o 2 I FERSECIn7N OF NE 12TH STREET&EDMONDS 110 • U �O Ilf3VUE NE. n BENCHMARK I - . ' I . W O.R-M0�57 c. 01 L I L m e-Feerao Ttc I - N`cs7�,yI B // • EDMONDS AVENUE NE 5+50-EDMONDS AYE NE - _ _ _ • _ / 7+15-PVT. ROAD VICINITY MAP ' / S00 59 23'W 450.00' — — J — — — — _ _ 11.76' JROO' .TROD' 3RQ0' JRDO' Ja00' JRQO' DODO' JR00' 3R00' JD,OD' 6R00" I 10. •�.,,'•. Id - R�1 r`in� ry-1 r•--I I-t'1 r,,-1 r,. r,�-1 rr�-7 r4 r r,� f 1 ro'10' �1' 7 • :., / roQ I In<I I \ I I..Oi I �,1 I "t I I"c,I 1 'Ica I ' I INc,t I ''''ti 4.319.4 Sr I•-f--� _ --+eW / • `� N", I loiml I'oial I Dial 1 �¢I I N, rsel g 10 AC $I 6 , O JO.DD b� vo H OI oi$ d,oI I qgI I qoI I Q,$1 I qc,1 I of Q 1'2 I 11 �` �. �96 O kJ u I I.Ao1 I rycJI I h cJ I I 'fr31 I v ...111 'III v o gl • I n . I I- 1 1 -' 1 I I I v 1 1 v 1 1 0 11 . 1 I v 1 1 v''1 I o.13 't¢NRDDItyy1�TE ACCESS-'" f4•,D.11 AC F �pQ 1� - 9• C. �i f Llr 1 2 Lu 1 3 14 I .51I 6 17 18 I 1 /01.1 11, 50059'23'WI I o 13E .J" s.2iJ,34isF 'y;e / 8 }y$ $ a $ 8. $ $ g BRax- I !�a 7a2e• i a14 Ac lT h'�tn 16' W ii � I �` C 1 caT • ''A �pr 1 I' • I 1 I IR 1 $1 115Ac SDOTJ47£ . v1 �Q",pP'. Y CO :`I Ly--�J L_J L-J L_J L-J L_J L_J L_J L_J L_J L_�o' I 1S I I Ei 18114-_ • M1 • 4 ,,SOT, \�/ I� C I gl--L JO'PRIVATE ALLY E4SO6NT TO'BffiL J a0� a I n tJ �O/` . 'h o - g - i 5.56.2SF / ‘t d l2 AC p•,•' e)`/ __ .....121 ..nab- .v1D7 41 m- .,um' v v,m sum- .nm nm Jnm aRuD' 1' 6407' �, �,,, /_�(j/ 1 6 .-oa� 50039''23 W 48B 07• \J/ -\\` Z d 0 i ••'ON • AQUIFER PROTECTION NOTICE i v L/NE TABLE TI THE LOIS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTONS / LINE LENGTH BEARING ( 1 CIA AQUIFER PROTECTION AREA AND ARE SUB.ECT TO THE REOUIREM£N7S Y 1 5 OF THE CITY OF RENTON ORDINANCE/4367. THIS C/T✓S SOLE / .L! LL22 N4231'S9'W • n h J�� SOURCE CY•DRINKING WATER!S SUPPLED FROM ASHALLOW / • AQUIFER UNDER THE CLAYS SURFACE THERE IS NO NAR/RAL BARRIER "� / BETWEEN THE WATER•TABLE AND GROUND SURFACE.£XTREME/CARE SHOULD.•,I ' 2 3 I BE EXERCISED WHEN HANDLING ANY LIQUID SUBSTANCE OTHER THAN , • / • CURVE TABLE • WATER 70 PROTECT FROM CONTACT WITH THE GROUND / SURFACE IT IS THE HOMEOWNERS RESPONSIBILITY 70 P IECT t • . CURVE LENGTH RADIUS DELTA TAN N .1 LEGAL DESCR/P7)ON THE CITY'S DRINKING WATER• �'• / CI J9.51 25.00 9032'45' 25.24 r.T BEGINNING AT THE NORTH LINE OF THE NORTHEAST QUARTER'OF THE NORTHEAST QUARTER OF.. / / a, SECTION 8, TOWNSHIP 23 NORTH,RANGE 5 EAST. W.M., IN KING COUNTY, WASHINGTON; 2 JO FEET WEST OF THE NORTHEAST CORNER OF SAID SECTION 8; 7H CE WEST ALONG THE NORTH / BOUNDARY LINE OF SAID SECTION, 145 FEET; THENCE SOUTH PARALLEL TO THE EAST BOUNDARY / LINE OF SAID SECTION 63&93 FEET MORE OR LESS TO THE NORTH NE OR MARGIN OF PRIMARY / I- —�TATE-II/GHWAK_A10-_2,•�FIENL:EIN.&SOULHI;ASTERLY DIRECTION ALQ,LN/C THE NORTH LINE.OR / OWNER/DEVELOPER MARGIN OF SAID PRIMARY STATE HIGHWAY NO.-2,--70-A-POINT-30 it>_I-WESTERLY-OF-THE-EAST— — J WENDELL WUODALL BOUNDARY LINE OF SAID SECTION 8, AS!MEASURED ALONG A LINE PROJECTED AT RIGHT ANGLES 618'- PARK AVENUE N. TO SAID EAST BOUNDARVTLINE; THENCE NORTH PARALLEL TO AND JO F4ET WESTERLY OF THE / / RENTON, WA 98055 ) SAID EAST BOUNDARY LINE OF SAID SEC ON TO THE POINT OF B£GINNI • EXCEPT THAT PORTION CVNDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 655879, ENGINEER/SURVEYOR OR PRIMARY STATE HIGH AY NO. 1; AND II ff / EXCEPT THAT PORTION 7 EREOF.BEGINNING AT A POINT 75 FEET NORIHAASTERLY AND OPPOSITE / / TOUMA ENGINEERS ' HIGHWAY ENGINEER'S STATION 48+00 OM THE A-LINE CENTER LINE OF BR 405, NORTH RENTON •6632 S 191ST PL., SUITE E-102 INTERCHANGE; THENCE NDRTHEASTERLY IN A STRAIGHT LINE TO A POINTI30 FEET WESTERLY, / KENT, WA. 98032 DA YTON —AND"'OPPOSITE"HICHWAYYINNGINEERS STATION 23+50 ON THE 1167H AVEfyUE CENTER LINE OF_•SAI/ PH. 425-251-0665 ' ---IPRO ECT. THENCE NOR7HENGIN 'SpERLY5 •TO A POAND THE E/I�NpT 30 FEET WESTERLY AND OPPPOF THIS LINE DESCRIPON; A8,�JS17E HIGHWAY / AVENUE NE EXCEPT THE S NORTH JO TATTON +FEET.CONVEYED,TO THE CITY OF RENTONnBY INSTRUMENT.RECORDED l i REV.NOR.2000 UNDER RECORDING NUMBECR•7906250755.I • rz ;rQ EDMONDS PRELIM/NARY PLAT_ A BERD_EEN AVENUE NE ., �'' TOUMA ENGINEERS CITY OF RENTON MONj71 NEST VALLEY BUSINESS PARK DON.BY (,/S DATE JOB NO. TOP 2.5'DISK SET IN CONCRETE 6622 SOUTH 191ST PLACC SUITE E-102•KENT.WA 960.32 MONUMENT(J/00) ';•'It°�'' ."'' PTrD+£(425)2s1-666s FAX pzs)zs1-06zs 7T808PPL.OWC MAY, 2000 719-008-201 CHKD.BY SCALE SHEET ' ,,,.,,,.,.,..,., M.H.T. 1'=40' 1 OF 4. • • • • POR770N OF THE NE 1/4 OF 77IE NE 1/4 LUA=- ' SEC770N 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LND • CITY OF RENTON, STATE OF WASHINGTON ^Ni• . • 4_ - Li GRAPHIC SCALE I Q i ` r. la 1 '' . cINTErFI N 16 CV IN EX SSMH. .. EDMONDS AVENUE NE 1 Inch- 40 1L BENCHMARK W CONC. VLT. R/M=J24.9J £X CB EX CB 2 /E=3/6.53 EX SSMH CR=.�f0.67 R/M22B1.29 • lE=J0862-8' • RlM=J0547 5+50-EDMONDS AVE NE —— o . . IE==275.09-24'W ' 1E=29805 =7+iS00-PVI.ROAD 1E=276.09-24'N /• 1+00-EDMONDS AVE NE I o RL20CA /ADJU T 1V \ — S0059r23'W 440,00' ` \ 1 • r` ` _\ POWER VAULT Ij ► / VA ,., 2�-�`,� -16 - •av,' _. (�_ 1 ..,'-, T;,7887-9-8 mg t� , - 1 • 1 _ /---�:�- t---�` =� _ - = cak__=_ a =_ 84,, CB _61: :0302EBxo02 l - �� 7- r- (,-.- +/'+: ,�/�.L' `19 ,� �_- JIO`�I, /� , -v��-..r � � /�._._ 6 9. .79' ''71,4" SSMH j`. 51 ��!Gar' J11-- a, /1 Aril / / / i 'CD/R/M- 2.96 • WIDEN ASPHALT, t" �I" �p&j WI ii A 01% ^ t�T or,. �'' fir ,!' / i en r 'MO'.�y / / • - ; ,,' lE=2 . 6 INSTALL NEW CURB, 1 On ;,,1 /� J j� A _ a: /1 ��F ' i • NEW SSMH" GUTTER&SIDEWALK a1�����Ems; o■ G alt „ u ^ �, • /y -m0�� �`�1 / \ / Twsa ( �Jf7 Ci art 71 /� � �. vans, , l`•- / y nO . - r►^ .v:r / r'l7!- ..fi-. [ir- • /1 .� - 1 �_' ��\w 1 'j9MS exOm �_a.r � may:�s �6d'f�i�IC "��; CiL•,,.a[jrdp� o%a �� ii�;���ss� ' �/ �N� �� 9i B+Js NE 1TH S7 " ;'�Ne' / pl ii� -'.� y ' IliIF.4. �1. •�—_ /' OT' '-4•'>• • • 5� a�8;`D. �� VI 'Or�r'�C��3 :'� g /���11� -296 �1 1,3 lift II --- ✓4 fYQ,,h. Ua266 W LLJ .,�, �:a�.��1 sii- fir- El ._i ailltrilaaWIMIIIIIMM t 3191�i'sa�il `r,-� III_-:Jr-- i JO� APRON ASPHALT I I�a��ee:.r �+,•:._-� �r•--- +...�.,�+.�+.111.111 ��.y� r1 � '��.r1� '' 7"'' Gl� .. 50'ASPHALT 1111111.. �/ �/i--71Pi:Y'--.-Rw�lts?a2— 5009' 3•W 488.f17 / :, -1W284 ZW286w ��+(�/ AC TAPPAWN& z ' _ ' TN 2 4 200 TW ........ BW 277 BW 27i BW 276 4 ^ . + n.0 W 29• i • BW 284 262 —BF)GAULT/ L274% • i 'A I " LEGEND ew 2eo RIM=y11 N Vf-�— ///�// ,STPT�°N LF = LOWERL FLOORL(ELEV. • NEW$SMfr £Z1E72s6 2 'l LrJ I / I Sig:. GF = GARAGE FL00l��?? ELEV. / . • • Z 1-• n • TW= TOP WALL ELEV. J _ / 3t7; // BW= BOTTOM WALLI ELEV. • / • • / 1P5" ° x I w I °a •/6 �� I 2 J 3 / J -p� IFS 14't ' . •/t-I I . . ' W / %-— _L __ 10' V fIN / ;;!j I •P • MIN. MIN. -._ __ 9•1/ • • 4'COMPACTED DEPTH CLASS B' t . 2W ION• 2W MIN ASPHALT-2 LIFTS REQUIRED 1 '/ ` `•''� / 7 6'COMPACTED DEPTH-CRUSHED, Y q, / SURFACING TOP COURSE • 2'AC/CLASS B' / 12'CRAY£L BASE AS NEEDED • I 20'Of PAHNO MR PRIVATE SURFACING(MIN. SECT) - -� • ACCESS AND 20'/07'AL1EY / I, / . 2'CRUSHED SURFACING . • —- TOP COURSE(5/B'MINUS) / ,�;/ / ROAD SEC770N NE 12TH STREET • H <'CRUSHED s�1RFAC((VC NTS • RIM=279.21 . - . - BASE COURSEir-1/4 MINUS) / I /E=27J 11 . • GRAVEL BASE AS NECESSARY , TO STABILIZE PAVEMENT I REM NOV 2000 .PRIVATE ACCESS AND " .a 1 H•r; EDMONDS PRELIMINARY PLAT ....PRIVATE ALLEY SEC770N ad��'• NTS ,:4, lj� TOUMA ENGINEERS U71L171ES&'GRADING PLAN Ali?' ' i NEST VALLEY BUSINESS PARK DWN.BY GJS DATE JOB NO. ,�4� 6J2 S01/11l 191ST PLIC6 SPATE f-702•AMR,WA MOM I. PHONE(426)2sr-0665 FAX(425)251-0625 71908GRD.DWG MAY,;2000 719-008-201 O ` CHKD.BY SCALE • SHEET • ;;,,' M.H.T. 1'=40' 2 OF 4 POR770N OF THE NE 1/4 OF THE NE 1/4 SEC770N 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STA7F.OF WASHINGTON • 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 340 - - - 340 I- N 320 _ 320 S - _ 5+50- EDMLNDS AVE NE m =7+75.00-PVT.. ROAD L. EL=302.82 tn 2 • 300 `�� y 300 EX. S1RErT CEVTERLWE -_.... f `' /PRLFILE SCALE • NOR?' 1-40• ' 280 VER'1'=!0• . . • 280 DATUM ELEV S 270.00 * w n k! 0 h h 0. b I. 'N1 N M .,Ni h h O 0 o m tsi is:h M b NiD n1 m h n N Cr, N N N 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 • • EDMONDS AVE NE REV.OCT 2000 0R a r, EDMONDS PRELIMINARY PLAT 4 p1• EDMONDS AVENUE NE ~ � TOUMA A ENGINEERS EX/S17ND PROFILE #-'r' 13i; BEST VALLEY BUSINESS PARK NO. 31` ,�9,w0;, 6632 SO07EE MST PUCE;SUIT E-102•KENT•WA 98032 DWN. 0B 0.D DATE JOB 19 PHONE(425)251-0665 FAX 025)251-062a 71908GRD.OWC MAY, 2000 719-008-201 1 CHKD.BY SCALE SHEET ®vm e/rz/m M.H.T. 1=40' 3 OF 4 • • • z 1+00 2+00 3+00 4+00 5+00 6+00 7+00¢ i i i 50'VC I —4, 300 zx - `� ."300 • Eq 50 VC 1b' i h z I. _ S�8B4 • EX GROUND 0 a. d 5.56 EDMOND.,AVE NE E'_=.02 82 280 8-J8 NF 12171 ST -- =400 PV7 RE.' £L=298.57 SCALE 4ORZ 1"=40' VERT 1=10' DATUM ELEV ' 260.00 . M O o o! h ^ O o b w, V h m m w m N ai q P. rjcsi N N N N N N H N. N N N o ONO • N •f • 1+00 2+00 3+00 4+00 5+00 6+00 7+00 PRIVATE ROAD • 8+00 9+00 10+00 340 340 2AB'CUT AT EDGE OF ASPHALT•. AND EXTEND TO NEW CURB,.CUTTEP AND SIDE WALK AT 2X CROSS SLOPE i -' 320 - 320 Ex STREET®CL i IN7ERSE-7/0N NE 12Th ST. 7 8.38 NS 127H ST f+00 PVT RL. EL'29Go/ - '�/ 300 300 SCAB HO&1 40 • VERT 1•_0' 280 • . 280 • DATUM ELEV _ _ REV.OCT.2000 .. 270.00 •,,,,,,,,,,,,,„,„,......,..,,, m M e ' a o • m iz 415 K T, EDMONDS PRELIMINARY PLAT co N M h h in!"�C. TOUMA ENGINEERS NE 12TH STREET&PRIVATE ALLEY • ey; $ % EXISTING&PROPOSED PROFILE 8+00 9+00 10+00 ~' BEST VALLEY BUSINESS PARK DWN.BY DATE JOB NO. '� wry 31 GJS (42I 18/51'PLACE SLATE E-102FA•KEKf,MA 98032 MAX 2000 719-008-201 • �`• 7.- 7190BGRD.DWC �` - PHONE prl)251-0665 FAX(4zs)251-0621 NE 12TH STREET '�� DRELnI CHKD. BY SCALE SHEET ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, M.H.T. 1"=40' 4 0F4 \ \ ' \\n-----•.- • 1 ' / zictii.„ ..9..:._ :::::: _.-\ -- 1 q -4*/ / ... lur i....-- • ! --- / / / - '4 1 . _ • . .till - • I i 8-78 2 .4. •• .-4,8--- =-_ -,, , . _.!-- .1 . . i r•i -I T__. if . . 1 .r. • \\"1 & • ,. .I1 _ i i • . - =---Xi____ . : - 1 1 • . I - . - ' 1 -91 I 7 RN: ------1r---E. •:c--i - - : • : \73 -- ...- , , 8 t. a ..: -1 -_-_ • rf) '.irls- I 4 --, - _c_ im- - I - P+0 I I I -- ---k)-- -- 1. . sp—IH :-_11— Oi' l 1 1 I J. 17-1 -- ;ICI / / rr • ' . MI 1. 11111 1 1 1-1------ I - Nel , A 6Ltsh : r to. 1 IN -I-W8- _- 1 : I -1410 • _ 11:1011_aNT cD 1-1 _ 1 i a, • • ii I ---- ;—ws . .4 .J-- • cb I): - . 11 j 1 ----- 1 • - . \ -1-::-T -ef----7-- E---- • I - . . - 7 : '' --g - ' 006 . . . .- . -a, . Pt' -r' '''IC‘ .• Z • Ep • 01 . I • NI_ ii _._-_e-fi_ --7-8- 8-4D-1_,_. .g- .: • . . • \ ,= n • t6 '• • - ' ' 0 8-8 1 . a. 1111 , gi 1--- . 11_11- ,D1--- . - -1- • . • 41 \\_ I' 10 • • . I • 1112-t . • . \ \ . -----____ D8 - el .. : 8 — :1---,...1 "-- _ \ 1 ' . - • . ....-"1-1-7.-- ...7.. . . . • Z/T a MI 1•1£Z1 -. ta • ! . . :.. . - . . . . • ._. ..: .. . . • - • • - - • ' b LUA— , ,II LND III - GRAPHIC SCALE (l-1 a . • Q 0 EN id • (Vi) (THnor) • 1hoh- 40 It • EDMONDS AVENUE NE 0. BENCHMARK , `- �-�- - —L - L • / ,�5005923"W c, - / l 50039r23'W 460.0 - i ,r- _ rE0 �B - } �DS.12' J ...r:-*.-- _ � ° _� • 01 -� c— :� y.� _ .� e' > ,!� ..... d► ; � - ,32; �/a0\ 5 _i — — � ...� a ,,� , T - / ` r¢,,i � /% •. G � --c5---- ad? ---,; oi ..1_ ..._ -:-.2-__ __.,,-7-4-- 5-- --8-- —7 ' " ------ I • �' ✓ . m'�/q — —� — 300 i I I / 1� i ' or - / / �o". --'� FsYG/.- 4 _- 300 — / « Q YN q . — — — � - — - - ce \` , / V NI_I / i, = - -a � -ó/ 1 — •14 vi - — S933'W 48aor — — — _iT �5� -0 9p/ 2g0 � � -- -I —274 f � N I� / / ,I / T -600 SLOPE LEGEND // / //• • �Llul // I/ I SUS //� ;,,� / . .22. / /1 j OX TO 25X / / I / I //. / mot; • —— — / I j/A 25X TO 40X / / • / / / j \\� 40X&STEEPER A' / . y6 1 /' y� • • f�° • • REV.NOV 2000 ,��,�n 1 r EDMONDS PRELIMINARY PLAT .',a°' SLOPE ANALYSIS ,a: TOUMA ENGINEERS N ' BEST VALLEY BUSINESS PARK �T' \\� DM.BY GJS DATE JOB NO. ' ieT6® 332 SOUTH l9l PLACC soli£E-102••XETn WA 930.T2 7198SLOP.OWG iI MAY, 2000 719-008-201 \ I • 1 , PRONE(423)251-0665 FAX(425)231-0353 CHKD. BY SCALE • SHEET • _- �I 0/t4/01 , u u r r•-en' / • • PORTION OF THE NE 1/4 OF THE NE 1/4 LUA- I . SURVEY NOTES: SEC770N 8,.TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.INSTRUMENT: N/KON TOTAL STATION DTM-AIOLG ' LND • METHOD USED:(f1EECOTDAVERINSTR WfN)AC)UA! CITY OF RENTON, STATE OF WASHINGTON FIELD MEASUREMENTS AND ANGLES.- ' _ S WAC 3J2-1J0-070 ¢L. DATE OF SURVEY: MARCH 2000 PLAT DATA NE 12TH ST o Q ' BASIS OF BEARING: NE f27H STREET BETWEEN CAMAS AVE NE& TOTAL AREA - 77,461 SQUARE FEET(1.78AC) Z 2 .W NE EDMONDS AVE NE(N893372'W) Il . . I..- • STREET R/W DEDICATION AREA - NONE ¢ �i . BENCHMARK: CITY OF RENTON MON/57£LEV 326.43'(99.496M) ZONE - R10 ' / 3'FLAT BRASS DISC 1NTH 7l'AND A PUNCH MARK ON I GRAPHIC SCAIIE • PROPOSED NUMBER OF LOTS - 16 ,., H SITE 01 A CONCRETE POST MONUMENT DOWN as.AT THE `" ¢ o INTERSECRON OF NE 12TH STREET&EDMONDS I c o ,m DENSITY - i 6 LOTS, BASED ON 10 DU/ACRE m U / ,A BENCHMARK I AVENUE NE. I` r r 1.1(IN t 1 I mmi. ¢ w /- GO.R. MON./57 I I /Inch- 40 IL I Ne`sUNy.E.� / ,Q § —g - - — — -" — --g— - _ __5- -- —" — -- —I-.— — — — s_.t EDMONDS 'A VENUE NE. VICINITY MAP • _ J Q o SOO59'231Y 473.3B' — — —— — — • -- ,>l� '-- ---- �� 405.12' - . _ rs'u 3200' 32.00' 32.rw 32.00' 32.r�.;, J2..Or;',' „-2;,±.�, 32.c 70 E7- VIP-�;�J 3, i El r-k"4 . rr: o cam�,, •d4�_ N *,/(C, ;"• -� aT 2: *Mo:Tvr 7a•r0 ,`"d1I : I N1 - '^ 7t14 'u o 1 � F ": / AJaILII +,u 1 112 STJt � rI I eilLli kT I I h lhn I I . ,,F 1 7 4' B 11 9 I 1 10 I I 71 •P L-SBD59235 1./-- 4 ir)IE�:r p.M'h ,� a.. 43 •1•:; -`d�vv g� ,i ,�`'ir--8334= , 47' y \, 15 .. otl, ',,I a�[i/w� X ?5 2A 6� 1 2�6� $p g Ji c. �..."�i:. 'j� 2 Y I I ��711� •'37 \ Y1 �y )� ! 'tox''�i I 'P I I .y-' I �i - I �i I g'i I ,�l.,, �S I I $ I 13 \ ,- 4 ,'•�G�". `(/i h �,f �_� L_J �:» J L_J L_J L_J L_J L I { '' �.. �' �O� ���ttt' r2-taxi Tor iS.irJ L_J L- I j'. I 14 s3,- x 4' — 26 PRIVATE :, — "�- ... — — — - ---- - // ��'11111f1'�� �glilligMellarlit' lfv� Mr____'Y.�..r. a G I g O,' 0/ • P▪C 3CR1, >?1.i.`,s .T S p ' *�` ^ //L •o•: \ ' / (1) leI iE1. ' _ 15'.".)00 5s 2 W 488.07' 1 5 ;y J r8•M r—• LEGEND �J LINE TABLE • I o 0 • �1� �J I CONIFEFIR // LINE LENGTH BEARING N . •-• I _.j 1 r', I C- CEDAR TREES TO BE RETAINED.',•''cs / L1 1336 SIJ50'31•W • I "1 SUB I • / L2 8.22 N42J159'W N I DECIDUOUS / LU I rN1 i I • A ALDER COT- COTTONWOOD CURVE TABLE • M-MAPLE / / CURVE LENGTH RADIUS DELTA TAN N I LEGAL DESCRIPTION I / `P' / �+ / Cl 39.51 25.00 90132'45' 25.24 -I r) BEGINNING AT THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF / / • " gal SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM., IN KING COUNTY, WASHINGTON; 2 30 FEET WEST OF THE NORTHEAST CORNER OF SAID SECTION 8; THENCE WEST ALONG 7HE NORTH / BOUNDARY LINE OF SAID SECTION, 145 FEET; THENCE SOUTH PARALLEL TO THE EAST BOUNDARY / / OWNER/DEVELOPER L LINE OF SAID SECTION 6J8.93 FEET, MORE OR LESS, TO THE NORTH LINE OR MARGIN OF PRIMARY I— — -STATE..HIGHWAY NO.,.2;.THENCE.IN.A SOUTHEASTERLY DIRECTION ALONG THE NORTH LINE OR ROBERT&NANCY FLORER MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 2, TO-A.POINT 30'FEET'WESTERL-Y-OF--THE-EAST — — - & JOHN S. BANCHERO BOUNDARY LINE OF SAID'SECTION 8, AS;MEASURED ALONG A LINE PROJECTED AT RIGHT ANGLES / 1222E NE 112TH PL. #AI TO SAID EAST BOUNDARY,LINE; THENCE NORTH PARALLEL TO AND 30 FEET WESTERLY OF THE / FKIRKLAND, WA. 98033 SAID EAST BOUNDARY LINE OF SAID SECTION TO THE POINT OF BEGINNING; - EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 655879, OR PRIMARY STATE HIGHWAY NO. 1; AND II / •ENGINEER/SURVEYOR EXCEPT THAT PORTION 7IEREOF BEGINNING AT A POINT 75 FEET NORTHEASTERLY AND OPPOSITE / TOUMA ENGINEERS HIGHWAY ENGINEER'S'STATION 48+00 ON THE A-LINE CENTER LINE OF BR 405, NORTH RENTON / " 6632 S. 191ST PL., SUITE E-102 INTERCHANGE; THENCE NORTHEASTERLY/N A STRAIGHT LINE TO A POINTI30 FEET WESTERLY KENT, WA. 98032 DA YTON "AND"OPPOSITE HICHWAYNCINE£R'S STATION 23+50 ON THE 116TH AVENUE CENTER LINE OF SAID / . PH. 425-251-0665 • - PROJECT; THENCE NORTHERLY TO A POINT 30 FEET WESTERLY AND OPPOSITE HIGHWAY / ENGINEER'S STATION 23+175 AND THE END OF THIS LINE DESCRIPTION; AND AVENUE NE EXCEPT THE NORTH 30 FEET CONVEYED TO THE CITY OF RENTON BY INSTRUMENT RECORDED, • UNDER RECORDING I NUMBER 7906250755.1 . I " ��R:rOG �� EDMONDS PLAT TREE PLAN A_BERD_EEN AVENUE NEB' ":0 TOUMA ENGINEERS . FOR R &;R LAND INC. ` r WEST VALLEY BUSINESS PARK \ CITY OF RENTON MON/71 1 :,�: & DWN.BY G✓S DATE • JOB NO. TOP 25'DISK SET IN CONCRETE ava 6622 SOU1N 191ST PLACI SUITE E-102•KEN)WA 98032 71908PPL.OWG 'MAY, 2000 719-008-201 MONUMENT(3/00) • I;�' /scams PHONE(425)251-0665 FAX(425)251-0625 NIL UP CHKD. BY _ SCALE SHEET '51oPm© 6/22/0I a, M.H.T. " I =40' 1" OF 4 • • POR770N OF THE NE 1/4 OF THE NE 1/4 SURVEY NOTES: SEC770N 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. • LUA— INSTRUMENT• NIKON TOTAL STATION 0711-A1OLC ' • • (5 SECOND INSTRUMENT). CITY OF RENTON, STATE OF WASHINGTON LND METHOD USED: FIELD TRAVERSE Mill ACTUAL FIELD M ASUREMENTS AND ANGLES . PLAT DATA . . • gg Z WAC J3-IJO-070 • i�u DATEI OF SUR . MARc 12DDo PLAT DATA NE 12TH ST • o e BAST$Of B /NC NE 27N STREET BE7HEEN CAMAS AVE'NE& • TOTAL AREA - 77,461 SQUARE FEET(1.78AC) 2 i • 2 •.4. I NE.. MONDS AVE NE(N89 S322'It� • STREET R/W DEDICATION AREA - NONE • 45-BENCHMARK.• d17Y OF RENTON MONp57 ELEl=32&4J'(99.496M)' ZONE - R10 e i' e 69 VAT BASS DISC WWI!X'AND A PUNCH'MARK ON e GRAPHIC SCAI♦E PROPOSED NUMBER OF LOTS - 16 u, snr �„ SPONCRE�E POST MONUMENT DOWN 0.5'.AT THE e I 1 EERSEC.,,N OF NE 127H STREET&EDMONDS Igo m a ,a DENSITY - 16 LOTS, BASED ON 10 DU/ACRE Q /2 IEDVU£N .m o BENCHMARK I 2 • .: I n e w . DI_M0�57 1 1 L I I Inch-E40)tt I 1F yUN /'s // • EDMONDS AVENUE NE 5+50-EDMONDS AVE NE - _ _ - _ _ / 7+15-PVT.ROAD VICINITY MAP l oo S00'S9 23'W 450.00' — / — — — — — _ _ — — P 1476' - "1- - f1"' _ C"'—T _ _ Ja00' Ja010' 3000' 3000' 3000' 3000'- moo' 2400' Ja00' Ja00• 6000 I to. :wy; v1 „Y,p 1, - IInn�1 mein,, r 1 rN 7 r4.1 r�7 1-!,--Ir4-1 r-1 r-1 r- r 1 fo•,o', _ x' 7�4s2�9� `` - w me1 Inel In<I InQ1 I ' I I 'tI I'"c,I 1hc,1 I 'le,I 1 '''c,1 1 '4ti 4,.g19.4Sf I T-•+e9• /� E. . 30,00• et, I 1 Qo1 I'o;o1 'I vs! I of I 1 qo.1 1 nel 1 ne ne I'' net $ (I..fOAe $I as /0 7y,y ci v a ,r$' „o vio ai I I I I qo,l I v,a 11 JZ! I b ��.$'._ 6 00 W m 1 I h I I h l I h I. I h cy I I h u l I h c l I ,a� I 1 '� 11 °' °'c l h26'PRIVATE ACCESS--. -4,960.9 SF 10 uj : T h h'I I h c t� .?.,� --- 1 I n, I I I I I I. I l v l I v I I v I I v I I v I I I I `+ 6 E'>S<N T 10.11 AC . ' 9 ' N el 1 tL I 2 1W.1 3 1.,i 4 I 5 I 61,1 7 I 8 1.1 9' 1101.1 11. Sao s23•W1 I b / 6,213.4/SF /x,. 1;1 8 $ 8 . R $ R. $ 8 $ $ BaarP W + sod-win,--- M1 / a14/AC 11 ,f 16' to )i3 V. V,• V. V V V 7 6.8110 o s 17$ 7a28' c // _�o 4o$ >' al I I 1 1' • I $ 1 1 1 1 W 1 1 fS 0.15 AC I '§ saoxY4r£ / 1,14 c,Q' ��P'. ' `! • CO �� L- L-J L-J -L-,J L-J L-J L-J L-J L-J L-J L-.A. 11S I R �94.--- m. 51 •;,FD • N`C// Cl)k. 1 obi JO'PRIVATE ALLY EASEMENT E0•BSBL '�^$ I I Q� I 14 .�9.t `1 ` . W % 1 5.5116.2 SF . W 113. 012 AC pr .�V" l� 1 �. p _ -_ L-J/ �� \ • 1� \__�;1- 40 3nWI Flnll /1L0' Juu/ ./v,J� Tn 3nrnr MOO THAT mnn moo oaGO' 6807' ,• \ 5�� 0r- �' ._ sooS923'W48807' • • / •`` • Z k 0 " .N AQUIFER PROTECTION NOTICE / v LINE TABLE ~ ES I f TJ 0 THE LOTS CREATED HEREIN FALL WHIN ZONE 2 OF RENTONT / LINE LENGTH BEARING • (�, 1 AQUIFER PROTECTION AREA AND ARE SUB.ECT TO THE REQUIREMENT$ N d / I C'1 5 • • OF THE d,,OF RENTON ORDINANCE#4367. THIS drYS SOLE / LI 8.22 N423159'W cy J SOURCE OF DRINKING WATER IS SUPPU£0 FROM A SHALLOW / • vj I AQUIFER UNDER THE CTY'S SURFACE. THERE IS NO NATURAL BARRIER / W w .. BETWEEN THE WATER•TABLE AND GROUND SURFACE EXTREME/CARE SHOU�,' I 3 BE EXERCISEDWEN HANDLING ANY LIQUID SUBSTANCE OTHER THAN / CURVE TABLE WATER TO PROTECT FROM CONTACT NTH THE GROUND 6/ U • SURFACE IT IS THE HOMEOWNERS RESPONSIBILITY 70 P TECT t '' CURVE LENGTH' RADIUS DELTA TAN N 1 LEGAL DESCRIPTION• . TH£CITYS DRINKING WATER. '•P / C1 3951 25.00 90'32'45• 25.24 -' I.1 BEGINNING AT THE NORTH LINE OF THE NORTHEAST QUARTER OF MS NORTHEAST QUARTER OF. . / / - . • m I SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY. WASHINGTON; co 30 FEET WEST OF THE NORTHEAST CORNER OF SAID SECVON.8; THENCE HEST ALONG THE NORTH / BOUNDARY LINE OF SAID SECTION,•145 FEET; THENCE SOUTH PARALLJEL TO THE EAST BOUNDARY / / 1— — I UNE7O�ICHWAY.NO.-2;_THENCE UTHIASTED SECTION 638.93 FEET, MORE OR R Y DIRECTION AL4NG TO THE NORTH E OR MARGIN OF ME NORTH LINE ORMARY / OWNER/DEVELOPER • MARGIN OF SAID PRIMARY STATE.HIGHWAY NO. 2,YOT FOONT30 ILL I"WESIERCY-OF-THE-EASP— — - WENDELL WOODALL BOUNDARY LINE OF SAID SECTION 8, AS;M';MEASURED ALONG A LINE PROJECTED AT RIGHT ANGLES / 618'- PARK AVENUE N. • TO SAID EAST BOUNDARY{LINE; THENCE`NORTH PARALLEL TO AND 30 T WESTERLY OF THE 1 / / RENTON, WA 98055 1 SAID EAST BOUNDARY LI E OF SAID SEC ON TO THE POINT OF BEGINN EXCEPT THAT PORTION CYNDEMN£D IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 655879, OR PRIMARY STATE HIGH AY NO. 1; ANDII ENGINEER/SURVEYOR / EXCEPT THAT PORTION 774EREOF BEGINNING AT A POINT 75 FEET NORTHEASTERLY AND OPPOSITE / / TOUMA ENGINEERS HIGHWAY ENGINEER'S STATION 48+00 O THE A-UNE CENTER LINE OF BN 405, NORTH.RENTON / •6632 S. 191ST PL., SUITE'E-102 INTERCHANGE• THENCE NORTHEASTERLY IN A STRAIGHT LINE TO A PO/NTI30 FEET WESTERLY KENT, WA. 98032 DA YTON — -AND-OPPOSI EIIIGHWAYINGINEERS STATION 23+50 ON 7HE 1161H AVENUE CENTER LINE OF'SAI� PH. 425-251-0665 PROJECT, THENCE NORTHERLY TO A POINT 30 FEET WESTERLY AND OPPOSITE HIGHWAY ENGINEER'S STATION / AVENUE NE EXCEPT THE NORTH 3023+75 AND THE END OF THIS LINE PEET CONVEYED ITO DIE CITY OF RENTONnBY IN517RUMENT RECORDED UNDER RECORDING NUMBER 790625075SI I - ' REV.NOV.2M0 NUMBER 7..• EDMONDS PRELIMINARY PLAT• _ A BERDEEN AVENUE NEg TOUMA ENGINEERSAfC/1Y OFRENTON MONj71 rWEST VALLEY Bu9NESS PARKOWN.BY GJSDATE JOBNo.\ TOP 2.5'DI /N NCRETE teat soUill,91ST PLA 57111E E-r02•h21IT,wA 88052 MONUMENT(3/00) �'t\" PHONE(425)211-0665 FAX(425)251-0621 71908PPL.DWC MAY, 2000 719-008-201 CHKD.BY SCALE SHEET ...................,,,,,,,,,,,,, M.H.T: 1"=40' 1 OF 4. • • • POR770N OF 7HE NE 1/4 OF THE NE 1/4 LUA- SEC770N 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. b LND • • CITY OF RENTON, STATE OF WASH/NGTON • 41—• J `` y GRAPHIC SCALE tl ly . R r V IN `� 16'CV IN a ssMH, EDMONDS AVENUE NE I fII',"�40 ft 0 BENCHMARK W CONG K T. RIM=J24.9J . EX CB RR 8 op 12 /E=3/6.53 CR-310.67 RIM .0547 5+50-EDMONDS AVE NE __ __ lE JOd62-8' 1E-27509-24'W l£=298.05 =7+7500-PVI. ROAD 1E-276.09-24 N / 1+00-EDMONDS AVE NE I o �3 \ ` ` RELOCAJE/ADJU T 7V \/ •\� ` 50039123"W 450 00, \ \ \ ` I 1 POWER VAULT I / / o `I- -.tea ''6 •- ` --c BKD /-8G"1 CB •A..,;` no--5-6 hv3b7 0 •J— -7` T -r• y— �j �' Lief ���C /, ` •.c-- _f__ .i=,•'_-- _ ... -- �A v4i�rff __ Z -- A il06,t'a,• 31.0 ';r�44G M� Jt2_''7 ia'TkWO 1300 J Ci V / ap,/,// / //'r., C,./ 1E- M296 • MEN ASPHALT, �� i■ A �� 1. Fy sp „ /� <- ■�mr ` r/ / " �: lE=2 6 INSTALL NEW CURB, ���f� iih •A /� = S75 ^ ft i ►i • ���� / NEW SSW, GUTTER&SIDEWALK/1l�.� .6f[7 /, G we •JBS A, ^ \ F .J10 1 / / . 4 ilif�,•''_�- ,�._ a: ar oft " ^ 0, !! ?•% ' r' ; 0 7141. 1Vu.z95, / /` ,� / /V 8N'4 ✓`.• f.11►. _W ., .. /_! OF1<�ac ,../�. .. 61 !• Al, ^�' �1� r 2' 7/ Y:� JOO 743C6 ilign 8+J5 NE 127H ST ' ..ram• ��" `� Il� �_� •�� �10 ����,�rF �?y�J�% yy�� �Oir 1+00 P D. xx1y, F///`/// ■iJ � 11M 296 �I�: _��� 9 'G t / EL-298.57 �� drlr^_ G��3 i 'N �, 1s Ilik�'. / ,,v ��b�• P Y � r�� ilNpv �'� �:�.�jmilmipj ��er��P. YAM= +-r'�286 tiro V ,�5�i C� iaw:�ifY'�F: bra G 'lrflri��+�►;j�� i• APThr _ _ _ .. �-...�r•_�� Z�k: F� ���-'V��i�- ' �•' !�/ ASPHALT �. - ,�•.,, „�. — ��• . _ �, "� �/ e'/ :, zW2Ba/+ n 0 :w29r BW 2B4 TW 287 �WEIGAULT 27A� I ',' I I •• ,V LTA f LEGEND Bw 280 - / Ex CB N / / I ON TF = TOP FLOOR ELF' V. • NEW SSMTr RIM 156J j 1 l / I/ I STATE LF = LOWER FLOOR!!ELEV. IEEi64.45J••--i •'� ! .' . W I h / SUB,. GF = GARAGE FLOG/�22 ELEV. / N, / Z l� ) I • TW= TOP WALL ELEV. '' 30' I / I BW = BOTTOM WALLI ELEV. ci 1 �I/ / // i W / Leta _ O / •—— i i • • / // o /s •0' I H / •'9'/ . __ r 14't rt _L__ i 2.OXyf0U 1OMIN. MIN?� / OMPACDEPTH B'ALT- F15 RE•, / 6'COMPACTED DEPTH'-CRUSHED. Y r� / SURFACING TOP COURSE l 20'Of PANNC FOR PPoVATF�• 2'AC/CLASS B' / •• 12•GRAVEL BASE AS NEEDED - • --� ACCESS AND 20'FOR,IRIS SURFACING(MIN. SECT) ,i / - • 2'CRUSHED SURFACING ALLEY / V1/ I • /-———- TOP COURSE(5/B'MINUS) / /041 ROAD SEC710N NE 12TH STREET - EX SSMH • • 4'CRUSHED S5VyRFAC G ,( / / NTS RIMm279.21 BASE COURSE(1-1/4WMINUS) / ` IE-273.11 •.. • GRAVEL BASE AS NECESSARY TO STAB UZ£PAVEMENT I r . RfV.NOV 2000 PRIVA7F ACCESS AND ~••, •PR/VA1F ALLEY SEC710N , r� EDMONDS PRELIMINARY PLAT . N75 �.�+•�M1 TOUMA ENGINEERS UTILITIES do"GRADING PLAN %., WEST VALLEY BUSINESS PARK = D . BY as DATE JOB NO. 41T0 6632 SOUTH 19IST P1AC1r SLR£E-102•ADJE WA 85052 • ,I- ',wise' • PRONE(425)251-0865 FAX(425)251-0623 71908GRD.DWG MAY, 2000 719-008-201 11{��'' '' CHKD. BY SCALE SHEET . M.H.T. 1-=40' 2 OF 4 . POR770N OF THE NE 1/4 OF THE NE 1/4 • I SEC770N 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE.OF WASHINGTON • • 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 340 340 rn - • -320 _ �-- 320 5+50- EDMLNDS AVE NE al =7+10.00-PVT.ROAD ti \ ELe322.82 Z . 300 `-- _ EX. STREET CEVTERLWE• 300 __ /PROFILE SCALE ` HOR,?1'.40' 280 VER r 1'=10' • 280 DATUM ELEV . 270.00 — rrd N N N Z 'a ri o; b N on M r'? to .1 .1 ,1 .1 h h M h N N N N N N N 1+00 2+00 3+00 4+00 5+00 6+00 7+00 • 8+00 • EDMONDS AVE NE • REV.OCT.2000 "��e '�r,�,,, EDMONDS PRELIMINARY PLAT I p7• EDMONDS AVENUE NE a ,� ;.,,1`; TOUMA ENGINEERS r• EX/S77NG PROFILE ' " •• •1`f ,9' WEST VALLEY BUSINESS PARK G✓9 DATE JOB NO. ?r ' �1!�u_:,, 6832 SCUM 19rS7 PUCE SN1E E-W2•KENT,WA 98°32 D 908GRD.DWG MAY, 2000 719-008-201 PHONE(125)251-0663 FAX(in)2s1-06n �'„ CHKD.BY SCALE SHEET M.H.7: 1'=40' 3 OF 4 x 1+00 2+00 3+00 4+00 5+00 6+00 7+00Q 4 a 2 75'/C J rt..: 50'VC y 300 2X ` j' -• 00 v 50 VC �A / 2 - _ S„?.BBq• • EX GROUND 0 CL // • G v- 5.50 EDMONDS AVE N£ 280 7+15.70-e2Y46 ROAD �.02 280 8+J8NFIOMST • --.� ' f+00 PVT RL. EL-298.57 • • SCALE - 1ORZ1'=40' VERT 1'=10' DATLLV ELEV = 260.00 . ♦ o co o h ^ o o bili 41 * to"' N N N NI'n N N N N N N N • 1+00 2+00 3+00 4+00 5+00 6+00 7+00 PRIVATE ROAD • 8+00 9+00. 10+00 340 340 SAWCUT AT EDGE OF ASPHALT.. . I <ND£ITEND TO NEW CURB, CUTTER <ND Si E WALK AT 2X�ROS_'''SLOPE i ' 320 320 aSTREET 0 CL / 1NTERSE'C710N NE 12Th ST. // • 8+38 N 7 127h ST 1+00 PVT RL. ' LL=2!iB,, // 300 i. '/' 300 SCALE ' HOW 1'-40 • . VERT 1'=0' • 280 280 • DATUM SLEW . REV.OC1.2000 270.00 • """"""" PRELIMINARY PLAT o N o a 1v a �R H.T, EDMONDS T ro .-i • a o : 4Pow w 5 NE 12TH STREET de PRIVATE ALLEY N N . ol �•`b w.n` o TOUMA ENGINEERS EX/SDNG do PROPOSED PROFILE , y y % u• BEST VALLEY BUSINESS PARK DM. BY CJS DATE JOB NO. 8t00 9+00 10t00 = ,;,,,311 6852 SW1N 191ST PLA=ELSIE E-102•KLWT,WA 68052 MAY 2000 • t. '�1 ,•' PHONE(425)251-0665 TAx 020 201-/Mn 71908CRD.OWG 719-008-201 • NE.12TH STREET ) e M1 : CHKD. BY SCALE SHEET ,„,„,....,„„,„„, ,„,,,,: M.H.T. 1'=40' 4 oi•4 D4 . 5T23NR5EE1/2 , . . u �--- - -/r'\ L. R• 1 \/\ . . . 1 • ' i /I I \— 51; FL ' - R - 80 \\ • . -l�E 12th • t., 1 \\ 1 — r . . Q Li. .. R- R ITor_i_ R .,, €3-, \ ;,,, ... . . - [4: - . 0 - vs0 -- I __1:/Nli 0 .g . z . .s .rE --- 1 0- Nom - ‘ Niii4oil .'r ° I. -.I . . • 900 - 0_I\ . :1- 1 ' • --->°- g R , 0 M— 1.--i- I I . ..0 • . . 1 0 43 . - . RM- 0 111_ § 2 - NiE OThT is RMlI . 1 i r ci RIIIIigi 0/ _.�\ \ , � � 11 . •.RM - I . _____i_ ry. __ r 11 1 1 -r8 1 iT _C�- 1--- `se L...._____„,._ 1 .: ix_ tin kzo-- .—ce-7 — 1 i ilk+o • 1 _ -a, : . -1- 1 ---- VII �- _ i t , 1 \.. _ t/? -a)----- _ - ' 8 �- _.fit e — 13 I , O \ . ' • . --- f-Q ••=;___1-- * i 1 1 k 8 iii: --.- ix . - . ba . . \ . . .. , tyFE • , 7 -4-t-hlist . ee i ,- :LT 71. .. - • 2 R.-8 . 1 - 44--.1, 1 / • i -I- —1. • ' 17t1M8- ,i; -2--' 1 717: I lit eh' 1144. :91-:-_ :. L7-- R - 8 i I© , lR, City of Renton P/B/PW Department rreiimu,ary Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT L UA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 Page 7 of 9 (e) Availability and Impact on Public Services(Timeliness) Traffic The proposed subdivision is expected to generate additional traffic on the local street system. Based on the ITE Trip Generation Manual which estimates 9.57 average daily trips per single family residential lot, the proposed subdivision is anticipated to generate a total of 153.12 average daily trips for the proposal. The Environmental Review Committee (ERC) imposed 'a Transportation Mitigation Fee of$75 per average daily trip attributable to the project. The traffic mitigation fee is estimated to be$11,484. Police and Fire Police and Fire Prevention Bureau staff have indicated that sufficient resources exist to provide services to the proposed development, subject to the condition that the applicant provide required improvements and fees. The Environmental Review Committee (ERC) imposed a fire mitigation fee of $488 per new single family lot to compensate for increased demands on Fire Department services. The estimated fire mitigation fee is $7,808. The Fire Department requires a fire hydrant with 1000 GPM fire flow within 300 feet of all new single-family structures. Recreation Future residents of the subdivision would make use of existing and future City park and recreation facilities throughout the City. In order to mitigate for the impact of increased demand on City parks and recreation facilities, the Environmental Review Committee (ERC) imposed a park mitigation fee of$530.76 for each new single family lot. The estimated park mitigation fee is $8,492.16. Schools The subject site is located in the Renton School District. Staff estimates that single family plats generate approximately 0.44 children per single family residence. The proposed 16-lot subdivision would therefore be expected to generate 7 to 8 school age children. The School District has been notified of the subject proposal and responded that students from the proposed subdivision would attend Kennydale Elementary, McKnight Middle School and Hazen High School. The District indicates these facilities have adequate capacity to serve the development. Stormwater The applicant submitted a Level One Storm Drainage Report prepared by Touma Engineers dated April, 2000 and received June 7, 2000. The report indicates no evidence of concentrated flows leaving the site or documented downstream problems. Stormwater from the developed site would be directed to the storm drainage system in Sunset Blvd. and subsequently to Lake Washington. The report states that post-development flow would be under the threshold requiring detention but that a water quality facility is needed. A wet vault is the proposed for water quality, soils are conducive to infiltration of roof drains. The site will require a drainage plan and temporary erosion/sedimentation control plans in accordance with the 1990 KCSWDM as adopted by the City of Renton. Stormwater System Development Charges (SDC) of$525/single family lot will be required. Staff recommends that the applicant record an agreement for use and maintenance of the common stormwater facility. The project is located in the Aquifer Protection Zone 2. A Source Statement certified by a professional engineer is required for all projects involving the placement of 100-cubic yards or more of fill material. This Source Statement must be submitted with the building permit application. Notice regarding the Aquifer Protection Zone 2 is required on the face of the plat. HEXRPT.doc I City of Renton P/B/PW Department rreiimn.ary Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 Page 8 of 9 Water and Sanitary Sewer Utilities Adequate sewer and water utilities are available to the site to serve the proposed residential development. The site will require one fire hydrant within 300' of each home per Fire Department codes/regulations. New water meters for domestic service will be required. Water (SDC)fees of$1105/single family lot will be assessed. The site will require installation of a new sanitary sewer main to serve the plat and side-sewer connections to serve each lot. Wastewater(SDC)fees of$760/single family lot will be required. Street improvements Along the site frontage, NE 12th Street currently consists of approximately 20-feet of paved roadway constructed in the northern 30 feet of the 60-foot right-of-way. The applicant will widen NE 12t Street to 32 feet of pavement and install curb, gutter, sidewalk and streetlights if needed. Additionally the applicant will provide an approximate 50 feet asphalt taper to match the existing pavement west of the site. The internal roadway, which the applicant refers to as an alley, meets the definition of a private street.. A 20-foot wide paved road in 26 and 30-foot easements are provided. The road must meet the appropriate construction standards of 4"of asphalt over a 6"base. G. RECOMMENDATION: Staff recommends approval of the Edmonds Preliminary Plat, File No. LUA-00-075, PP, ECF subject to the following conditions: (1) The applicant is required to comply with the Mitigation Measures that were required by the Environmental Review Committee Threshold Determination prior to recording of the subdivision. (2) The applicant/owner shall establish a Homeowners'Association for the maintenance of all common improvements (private road, stormwater facilities, retaining walls, etc.), or include a maintenance agreement note on the face of the final plat. A draft of the document shall be submitted for review and approval by the Development Services Division prior to the recording of the final plat (3) The applicant/owner shall include a Declaration of Covenant note on the face of the final plat, or record other legal encumbrance acceptable to the Development Services Division, that conveys the beneficial interest in the easements shown on the plat to the future owners of the lots. (4) The applicant shall dedicate the proper intersection radius at the corner of NE 12th Street and Edmonds Avenue NE. (5) At the time of construction plan approval the applicant shall revise the internal road design to reduce the grade on approaches to Edmonds Avenue NE and NE 12th Street. • The final design shall be subject to the review and approval of the Development Services Division. (6) The applicant shall pay a Park and Recreation Mitigation Fee equivalent to$530.76 for each new residential lot.The Parks and Recreation Mitigation Fee shall be paid prior to the recording the final plat. (7) The applicant shall pay a Fire Mitigation fee of$488.00 for each single-family lot for development of fire prevention facilities. Payment of these fees will be required prior to recording the final plat. (8) The applicant shall pay a Traffic Mitigation Fee equivalent to$75 per each new average weekday trip attributed to the project. Trips are estimated to average 9.57 per HEXRPT.doc City of Renton P/B/PW Department ` Pieiimi,wry Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 Page 9 of 9 household, per weekday. Payment of the Traffic Mitigation Fee is required prior to recording the final plat. EXPIRATION PERIODS: Preliminary Plats (PP): Five(5)years from final approval (signature) date. HEXRPT.doc • CITY OF RENTON • DETERMINATION OF NON-SIGNIFICANCE • (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-00-075,PP,ECF APPLICANT: Mr.Wendell Woodall PROJECT NAME: Edmonds Preliminary Plat DESCRIPTION OF PROPOSAL: The proposal would subdivide an approximately 1.78 acre parcel into 16 lots intended for construction of single-family residences. The proposed lots range in size from 4,349-sf to 6,880-sf. The subject property is zoned Residential-10 du/ac(R-10)which allows a maximum density of ten (10) dwelling units per acre (du/ac). However, a bonus density of 13 du/ac is allowed if all units are detached single-family dwellings. The proposal has a net density of 10.88 du/ac. The proposed lots front on Edmonds Avenue NE and have pedestrian access from this street. Vehicular access would be provided via a private road connecting to both Edmonds Avenue NE and NE 12th Street. LOCATION OF PROPOSAL: The site is located west and adjacent to Edmonds Avenue NE, between Sunset Boulevard NE and NE 12th Street MITIGATION MEASURES: 1. The applicant shall follow the recommendations of the Geotechnical Report prepared by Terra Associates, Inc. dated September 27, 2000 and the Addendum Report dated October 13, 2000, with regard to any site disturbance, preparation,or development activities. 2. The applicant shall limit site disturbance including clearing grading, utility and roadwork activities to the relatively dry months of April through October. If possible, site clearing and grading should be performed in stages,with the retaining wall constructed prior to clearing the rest of the site. 3. The applicant shall engage a qualified engineering geologist to observe the installation of all erosion and sedimentation measures at the site. Weekly reports on the status and condition of the erosion control plan with any recommendation of change or revision to either the maintenance schedules or installation shall be submitted by the project engineer of record to the Public Works Inspector. 4. The applicant shall pay the appropriate Fire Mitigation Fee equal to$488 per single family lot. The Fire Mitigation Fee is payable prior to recording the subdivision. 5. The applicant shall be required to pay a Traffic Mitigation Fee'of $75 for each average daily trip associated with the project. The required mitigation shall be paid prior to recording the subdivision. 6. The applicant shall pay a Parks Department mitigation fee of $530.76 per single family lot. The required mitigation fee shall be paid prior to recording the subdivision. mitigationmeas • • CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE • (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-00-075,PP,ECF APPLICANT: Mr.Wendell Woodall PROJECT NAME: Edmonds Preliminary Plat DESCRIPTION OF PROPOSAL: The proposal would subdivide an approximately 1.78 acre parcel into 16 lots intended for construction of single-family residences. The proposed lots range in size from 4,349-sf to 6,880-sf. The subject property is zoned Residential 10 du/ac (R-10)which allows a maximum density of ten (10) dwelling units per acre (du/ac). However, a bonus density of 13 du/ac is allowed if all units are detached single-family dwellings. The proposal has a net density of 10.88 du/ac. The proposed lots front on Edmonds Avenue NE and have pedestrian access from this street. Vehicular access would be provided via a private road connecting to both Edmonds Avenue NE and NE 12th Street. LOCATION OF PROPOSAL: The site is located west and adjacent to E1monds Avenue NE, between Sunset Boulevard NE and NE 12 Street Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. FIRE 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structures. 2. Access roadway requires 20 foot paved roadways and shall be identified a Fire Land per City Ordinance. PLAN REVIEW • WATER 1. New water meters for domestic service and water (SDC)fees of$1,105/single family lot will be required. SANITARY SEWER 1. The site will require installation of a new sanitary sewer main to the plat and side-sewer connections to serve each lot. 2. Wastewater(SDC)fees of$760/single family lot will be required. Edmonds Preliminary Plat . LUA-00-075,PP,ECF Advisory Notes (continued) Page 2 of 2 • SURFACE WATER. 1. The site will require a drainage plan and temporary erosion/sedimentation control plans in accordance with the 1990 KCSWDM as adopted by the City of Renton. 2. Surface water(SDC)fees of$525/single family lot will be required. TRANSPORTATION 1. NE 12th Street frontage will require curb, gutter, sidewalk, street paving and streetlights.. 2. The on-site roadway will require a 20'wide street paving (asphalt)with 25' inside radius and 45' outside radius to meet Fire Department Codes/Regulations. 3. The proposed on-site retaining walls will require a structural engineer's approval for design and a special inspection to ensure walls are constructed per approved design plans/specifications. 4. A traffic mitigation fee of$11,484 will be required. advisorynotes • b LUA- • LND • III GRAPHIC SCALE .. W b o ao a Q . 1 Inch.40 1t • EDMONDS AVENUE NE • 0. BENCHMARK • — — / _ . \ \ \� \ \ \ \ \ \ ' \ I 1 I S0o39'23"w -�r --a--- 1 S00 - 3 W - --00' �_ - -� ` \ \ - \ k - I -) ( / J�� ' — °-�---- "o /_ 6 / / es I / / l / / I ( ) —j--- .As.., roir Air,--gurrir......" - ___ of , G .. / •,..jb- -.Y\ r - �' _ ..� 4I 1 l .FO ' I 9y n� ' _ -I --i --�_4 5-- -ems7 1�- - _ I ' / / / �� J -It y-.� _ �� - � � �I \ _i / 1�/� iPi' . I / Zr:. 280 t . �o / /I/ I S P SLOPE LEGEND • ///,,% • . LI -;(// . 2 �-n / j OX TO 25z I / I >t-y --- / �-� ' I . • ��/2' / 25X TO 40X 7 . J I It / / ' ' \\\\\ 4oX STEEPER / y • •Pi • - J ' • / • . . • / . REV.NOV.2000 • EDMONDS PRELIMINARY PLAT °• ! ' TOUMA ENGINEERS SLOPE ANALYSIS NEST VALLEY BUSINESS PARK • ' \A: DWN.BY GIS DATE JOB NO. . i ` 1a .6532 50OTN 18151 PLACE SURE E-102•XlNT,IVA 88032 7198SL0P.DWG MAY, 2000 719-008-201 • % <'l 5c6®,' PHONE(425)251-0665 FAX(425)251-0825 £ I CHKD.BY SCALE SHEET M.H.T. 1'=40' 1 OF 1 . • SURVEY NOTES: • PORTION OF THE NE 1/4 OF THE NE 1/4 SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LUA— • INSTRUMENT.• NIKON TOTAL STATION DTM-A10LG LND ' (5 SECOND INSTRUMENT). CITY OF RENTON, STATE OF WASHINGTON METHOD USED: FIELD TRAVERSE KITH ACTUAL o N FIELD MEASUREMENTS AND ANGLES ' WAC 332-130-070 e DALE OF SURVEY: MARCH 2000 • PLAT DATA NE 12TH ST o¢ BASIS OF BEARING: NE 12TH STREET BETWEEN CAMAS AVE.NE& TOTAL AREA - 77,461 SQUARE FEET(1.78AC) 2 2 ' i NE EDMONDS AVE NE(N893322'W) STREET R/W DEDICATION AREA - NONE • BENCHMARK: CITY OF RENTON MON#57£LEV.J26,4J'(99.496M) ZONE - R10 ¢ ¢ ¢ 3'FLAT BRASS DISC VNTH X W N'AND A PUNCH MARK ON I GRAPHIC SCAIiE PROPOSED NUMBER OF LOTS - 16 SITE o A CONCRETE POST MONUMENT DOWN 0.5'AT THE DENSITY - 16 LOTS, BASED ON 10 DU/ACRE Wo /Z INTERSECTION OF NE 12TH STREET&EDMONDS I a o m ,ao w v o AVENUE NE. a m o 4 BENCHMARK I ¢ (tN eeer) I I '1'F C.O.R. MON}`57 I I trued- 40 it- __ SU,NSE> / II -1- - -_11-- -- --- -- — -`-' '— ---g--- -- — — — - '-- &kz EDMONDS A VENUE N�' VICINITY MAP • 50059 23"W 473,36' - - - - - - . ---- ,. .�t. . �.�,.3200' 32.i�' 0405,12'2,;,...„.Trst 32. 70 --� :!0 ,5"M 32.00' 32.00:'. 32...w` 32 • E7� - - - -'.-.y; N s\rT4u . I • _ ,,,r � //I _�fF 6 07I `� Is 1 I <r,-N I re y I I 47A I I I 1'^. elf I I I y I . A4, 9u . ,-_ • I F I I I I I •�$N H I I I I _ _ �t,. 7 :I' 8 :f' I g N I 1p N 1 11 I�'v �Y. ft ,S'v 15 Mry�i \':1 7p�X ;i07Azhz � ugh 1:�:`'::`i''M '(, Sf ��i '� S r I '�3i=' �l a�� \ v i �.yl` �Q• G v�F' j ti (II ,o''' ' �_� L_J I J L_J L_J L_J L_J 2or s'rJ L_J -- — •� 1 14 .�•*. 4ry's JO/ �T. 26 PRIVATE its, �0 0,illip!^:• V W I \ , - --r.Y J ix, �J -- - --- — .ter. ' — — — — i 0 1=1 Tigur,ritlpi ., 5.1_.... ...rti .• iin,. p.....,... ,�=• # — rs'#0059 23"W 488.07' 7 / • \ S' ; •— LEGEND X Z I K ;.' 0 " CONIFER / LINE TABLEN I I ,��'r�V�( I F-FIR CE �/ LINE LENGTH BEARING �, C- CEDAR TREES TO B RETAINED•',•'/' LI 13.36 513'SO:Tf'W I S�bi • I • �pQ� a L2 8.22 N423f59'W I N I • tti' DECIDUOUS / / I.. I h c W I I COT ALDER COTTONWOOD / CURVE TABLE • Z I 3 I • I M-MAPLE / Last✓�% / CURVE LENGTH RADIUS DELTA TAN N I LEGAL DESCRIPTION I / / CI 39.51' 25.00 9032'45' 25.24 I BEGINNING AT THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF / / co SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON;30 FEET VEST OF THE NORTHEAST CORNER OF SAID SECTION 8; THENCE WEST ALONG THE NORTH / I BOUNDARY LINE OF SAID SECTION, 145 FEET; THENCE SOUTH PARALLEL TO THE EAST BOUNDARY / / OWNER/DEVELOPER L LINE OF SAID SECTION 638.93 FEET, MORE OR LESS TO THE NORTH LINE OR MARGIN OF PRIMARY I I— — .STATE.HIGHWAY.NO...2;_THENCE.IN A SOUTHEASTERLY DIRECTION Al4NG THE NORTH LINE OR / • / ROBERT& NANCY FLORER MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 2, TO A-POINT-30'FF£EET-WESTERLY-OF-THE-EAST — — - • & JOHN S. BANCHERO I BOUNDARY LINE OF SAID;SECTION 8, AS•MEASURED ALONG A LINE PROJECTED AT RIGHT ANGLES j . 12228 NE 112TH PL. �'A1 TO SAID EAST BOUNDARY LINE; THENCE NORTH PARALLEL TO AND 30 FEET WESTERLY OF THE / / KIRKLAND, WA. 98033 1 SAID EAST BOUNDARY LINE OF SAID SECTION TO THE POINT OF BEGINNING; THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 655879, I OR PRIMARY STATE HIGHWAY NO. 1; AND, / / •ENGINEER/SURVEYOR • • EXCEPT THAT PORTION THEREOF BEGINNINNG AT A POINT 75 FEET NORTHEARASTERLY AND OPPOSITE / TOUMA ENGINEERS INTERCHANGE;;• HIGHWAY NEER'S THENCE NORON 48+00 THEASTERLY IN AESTRAIGHT LINET OLI AE OF POINT I JO FEETORTH WESTERLYTON / / • KENT, WA 6632 S. . 980321ST ' SUITE E-102 DA YTON -- '--AND-OPPOSITE'HIGHWAYENGINEERS STATION 23+50 ON THE 116TH AVENUE CENTER LINE OF SAID / PH. 425-251-0665 - ___ PROJECT; THENCE NORTHERLY TO A POINT 30 FEET WESTERLY AND OPPOSITE HIGHWAY - - • ENGINEER'S STATION.23+;75 AND THEA VENUE NE EXCEPT THE NORTH'30 FEET CONVEYEDNP OOF IHE CITY OF RENTOINTI BY; INTHIS LINE DESCRPON STRUMENT RECORDED . UNDER RECORDING NUMBER 7906250755.1I EDMONDS PLAT TREE PLAN ��R H.NOP ..: 2 •FOR - I' A_BERD_EEN -A VENUE NE 4.4`' :"°�' (s TOUMA ENGINEERS R & R LAND INC. •, WEST VALLEY BUSINESS PARKNO. \ CITY OF RENTON MON/71 •� .Y": sti D71 8 GJS DATE ' JOB S- TOP 2.5'DISK SET IN CONCRETE 4To 6632 5087H 191ST PLACE.SURE C-702•KENr,WA 98032 71908PPL.DWG MAY, 2000 719-008-201 g MONUMENT(3/00) • ' • lid AI 1 PHONE(425)257-0665 FAX(425)251-0625 CHKD. BY _ SCALE SHEET '', MEE, 6/2e/lI 0 M.H.T. 1'=40' 1. OF 4 • • • POR770N OF THE NE 1/4 OF THE NE 1/4 SURVEY NOTES: SEC770N 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LUA— INSTRUMENT: NIKON TOTAL STATION DTM-A1OLG (5 SECOND INSTRUMENT). CITY OF RENTON, STA7E OF WASHINGTON LND METHOD USED: FIELD TRAVERSE W1T71 ACTUAL • FIELD M ASUREMENTS AND ANGLES PLAT DATA i WAC,u— D PLAT DATA NE 12TH ST o e DATEIOF SURVEY: MARL 2000 BAST$OF BEARING: NE 12771 STREET BETWEEN CAMAS AVE NE& TOTAL AREA - 77,461 SQUARE FEET(1.78AC) Z 2 i A16- NE EEMONDS AVE NE(N8933'2219 - STREET R/W DEDICATION AREA - NONE BENCHMARK,• dITY OF RENTON MON/57 ELEV=326.43'(99.496M) ' ZONE - RI O ¢ e 69 I 3'L.ELAT BRASS DISC WITH X'AND A PUNCH MARK ON I GRAPHIC SCALE PROPOSED NUMBER OF LOTS - 16 zW co SITE o A'OONCRE POST MONUMENT DOWN 0.5'AT THE DENSITY - 16 LOTS, BASED ON 10 DU/ACRE o • 2 INTERSECTION OF NE 12771 STREET&EDMONDS I L - '0 .m • I I�VUE NE. n BENCHMARK I - ` , I2 I (INPEET) • NF W • / .Oq,-MONt57 I I I I Inch 4 40 It I SG,y ' / EDMONDS AVENUE NE 5+50-EDMONDS AVE NE — — — —— -- — e< • - - _ _ _ / 7+15-PVT. ROAD VICINITY MAP / — 2 50059 23'W 450.00' — J — — — — — — _ ,'• 4/ 14 ,Tp 00• JQ00' moo' 3000' JQ00' 3000' JQ00' 3000' 3000' 110.00 I iQ I r tri N - �' rN r� rN r r� r rN ry rr� a�19 a f �.10'10', ,` � � 77,xZy. / ma I 1r�el I ^QI I_^<I I ��I lHt, i �I I ,I I cal I Si, I / ^¢ I.¢I g 0..10 AC gI 116 - A. ... O .. 3a O' •Now 11 of I I o/I I viol I q`I I a`I I ^`I I ^`I I ^`I I I I 1Q�1'.^ ' OP/ Ly ,,„ I I "To I I ;01 I ;01 I Mot I .to vo gIC1 pQi v,0 agl v°{ cc I v�S ,4 ; vi v a' o M c1 1 1„10 1 1 „10 l I "1 ct l I M ct I raj o Z6'PRIVATE ACCLSS� �.4,960.9 SF , n I I I I I I I I d l I v I 1 7 I I v I t o I I `,- I l e EASEMf/(T 'IIIIII AC 'off k' 9 N 1i I ,b, 1 2 1„•I J 1 4ii 3 1 6 1 7 1 8F 9 110 I 11 S005A7'IV� y SOtT1.Y47£--J� / 6,21J,3.4/SF y'I, / W $ g 8 g 8 R. $ $ g y ea08 $ 7828' a>dAc ryo Otr ;;.,") 16' V R v ." V 1 V. V V. y ti 6,Bpo.D sk t, , c Ip % c O) �Ny p${ T R 1 I I R 1 1 R I R 1 I I p A15 AC I I FA`'' S00T3472' /r 1.y1 4,,',0,- . co .���wnn`nny/ L_J L_J L_J L_J __J L_J L_J L_J L_J L_J L. J. 113 I I A 9494'-----. ,g 66 \ / (iI {—JO'PRIVATE Af.EY EASEMENT 20'BSBL H$� L__II V 0 1 14 / ..„1.. so, 41 .y 83 .—L � j I.. 5, h6 AC SF // \, V4/ ---E - �__- _ - .YL� .w.00 sure .y _ mutt _imp' mar DI no' H �° ..• \'.:'•', / ' S0059'23'W 488.07 •sae aQ00' 6BDY \ ��// 0 " oN AQUIFER PROTECTION NOTICE i J� LINE TABLE I I T1 THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTONS LINE LENGTH BEARING N • ,55T H ' AQUIFER PROTECTION AREA AND ARE SUB,ECT TO THE REQUIREMENT/ -L) N22 N423159'W . 11 11r OF THE CITY OF RENTON ORDINANCE/4367. THIS CITY'S SOLE / N JvE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW - - - - • - .' AQUIFER UNDER THE CITYS SURFACE. THERE IS NO NATURAL BARRIER / W I BETWEEN THE WATER TABLE AND GROUND SURFACE.EXTREME/CARE SHOULD/, Z 3 i • BE EXERCISED WHEN HANDLING ANY LIQUID SUBSTANCE OTHER THAN / CURVE TABLE • WATER TO PROTECT FROM CONTACT WTI/THE GROUND / • SURFACE.IT IS THE HOMEOWNERS RESPONSIBILITY 7O PQ07ECT 11+ti�' CURVE LENGTH' RADIUS DELTA TAN N I LEGAL DESCRIPTION THE CITY'S DRINKING WATER. / ° / CI 39.51 25.00 90'32'45' 25.24 '" ,1 BEGINNING AT THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF / / • aL SECTION B, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; 2 30 FEET WEST OF THE NORTHEAST CORNER OF SAID SECTION 8; THENCE WEST ALONG THE NORTH BOUNDARY LINE OF SAID SECTION, 145 FEET,; THENCE SOUTH PARALLEL TO THE EAST BOUNDARY / LINE OF SAID SECTION 638.93 FEET, MORE OR LESS, TO THE NORTH LINE OR MARGIN OF PRIMARY I-- - -STAJE-HIGHWAK_N0._2;_MELIICE'A L ASOUTHEASTERLY DIRECTION ALONG THE NORTH LINE.OR , / OWNER/DEVELOPER MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 2.'O A POTNT30 Ft I'WES)ERL'Y-OP-THE-EAS-T - - WENDELL WOODALL BOUNDARY LINE OF SAID SECTION 8, AS MEASURED ALONG A LINE PROJECTED AT RIGHT ANGLES 618'- PARK AVENUE N. TO SAID EAST BOUNDAR) LINE; THENCE NORTH PARALLEL TO AND 30 FEET WESTERLY OF THE • / RENTON, WA 98055 ) I SAID EAST BOUNDARY LINE OF SAID SEC1ION TO THE POINT OF BEGINNING EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT C SE NUMBER 655879, / ENGINEER/SURVEYOR OR PRIMARY STATE HIGHWAYI /THEREOF BEGINNING AT A POINT 75 FEET NORTHHASTERLYII U AND OPPOSITE TOUMA ENGINEERS / EXCEPT THAT PORTION - HIGHWAY ENGINEER'S STATION 48+00 ON THE A-LINE CENTER LINE OF BR 405, NORTH-RENTON / •6632 S. 191ST PL., SUITE E-102 INTERCHANGE; THENCE NORTHEASTERLY IN A STRAIGHT LINE TO A PO/NTI30 FEET WESTERLY KENT, WA. 98032 DA YTON --AND-OPPOSITE'HIGHWAY-ENGINEER'S STAVION 23+50 ON THE 116TH AVENUE CENTER LINE OF SAID / PH. 425-251-0665 PROJECT; THENCE NORTHENGINEER'S STATIONEERLY TO A POIIIII5 AND ME T 30 FEET WESTERLY AND OPPOSITE HIGHWAY • 23• AVENUE NE EXCEPT THE NORTH 30+PEEI CONVEYED ITO THE CITY OF RENTON BY INSTRUMENT RECORDED /OF THIS LINE DESCRIPTION; AND , REV.NOV.2000 UNDER RECORDING NUMBER 790.6250755.1 I _ • • a�R"TD EDMONDS PRELIMINARY PLAT a.�. 1 �i' 'i 14.' TOUMA ENGINEERS — A_BERD_EEN AVENUE NE , . CITY OF RENTON MON 1 . WEST VALLEY BUSINESS PARK ,/7 ' OWN.BY GJS DATE JOB NO. •\ TOP 2.5'DISK SET IN CONCRETE Ili , 9 70 6832 SOUTH 19IST PLACt:war E-IO2•BENT,WA 98032 71908PPL.OWG MAY, 2000 719-008-201 MONUMENT(3/00) . •tIt* r*' PHONE(425)251-0665 FAX(425)251-0625 CHKD. BY SCALE SHEET M.H.T. 1"=40' 1 OF 4 ' POR770N OF THE NE 1/4 OF THE NE 1/4 LUA- SEC770N 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. o LND CITY OF RENTON, STATE OF WASHINGTON II - ^ • J GRAPHIC SCALE '' w VI ry 1 Inch 40)ft I6°CV IN EX SSMH. EDMONDS AVENUE NE BENCHMARK w CONC. VL r RTM=324.93 EX CB • EX CB I2 /£=316.53 EX SSMH REM=z8329 CR=J10.67 /E=275.09-24'W— — •• IE=308.62-8' RIM=J05.47 5+50-EDMONDS AVE NE 1E=29805 =7+1S00-PVT.ROAD 1E476.09-24 N / 1+00-EDMONDS AW NE I o • \ RELOCA• \ T�EE/ADJUST TV — \/ 50039V3"W 454000' \ 1 o �1 I POWER VAULT I / fir./ - •r -TWJ17—7.e—• 2--• ,vy —•� "15--- - 1-'T :J� \ '�-1 I - I '� —I-�---_,5` - .1 -. --2� -...�C _'-IIG --- -- c B. __ gas,, CB • 33 0 -� �•- —r— (—• - - — ICI ' slat. , - - - =_ __ - __ �I _ _ — -° — / Iiv ' I�A samagjews -�' _ — __ " I �` a t•c �, c c yy �R'•rrr� ��I,: J��u+ / / -LP � <'• '",/'�;E SSMH _ jpr���y '.S'_ / / 'CL,r R1M- 296 y -Ilff��I1```��� t `A / �! 4_ , 00 - E. J p•• / / / IE=2 . 6 WIDEN ASPHALT, L �ow OR A niL ^ �1, Fib Fes• i• • , ■t ' T- INSTALL NEW CURB. 1 Ei11 _ ,OM '.,,01. /r •S - , J it /o Gr Ids /1 '- �,�� • �� / / EW SSMH GUTIER&SIDEWALK ����i<� q G ��• „A A A' /\ /\• /'j �JIOMI 1 -- �_ • 0. TWJU IJ' ,`�" ��-• , �i� A '�1 M I Yf -JO? \ AlF�JOO �� �LF 295 l` / l/ B1a10 a saes �!�i:ilC+r, �>/ Ir.:�-= i ,:.cr�z9a r, roil �gaw ��Z'1 I. �� /f• Hans o I !��� ' , " "`.� zi�ir :d�arr7 ` ,■a�r — :, / ,_M� ` el / 9 8+35 NE 127H ST ' �.�r.9i lin�MINIM� t� �� / 0>' �' > 1+00 P�RD. 1s �r �' ui Q''.�c. EL298.57 ti' / IOC.p3 a,MASIMMIaO EViN��� 138li ,!-;��t,� -__� � 7--- � ,,,t,\' �(/� �' Y �� i�i�., 1l9 SIMUMEgA'QiMN'n a�if41411P IRITa 7 16 'tiro 4 �/�,`,/ „ 1,0:7..�./�i. � =:=Meese-je fframMO.-s�Mi �•�ZIleni_-j / / ,: �0� 4I �e IT/imisfr���s� 3+00 � ��►._ li% II / V/ ASPHALT IdoGi1Y'JF ` .i'rm�� r�allVG �;�r�ii ►1, ''''���VGi •V>x . APRON i �a%-._...f��_ �+..:_���.-,.+++r.�.-... ...,F ��y�, � 'w ..'—�'�' / ry!X�'' (i� . 50'ASPHALT �/ ///t Tra111,pvI�• T--.-Rw9 �82— — _ SOO$9' 3" 488.E /TW3:� -lW'284 \��7/ • • ACPPANNG. —+ i�0 F W�9, BW 284 I 2g0 TW / BW P77—WETYAULT BW 276z741 �''� •\\ • �7 I • LEGEND I BW 280 EX CB / v 1 • N TF = TOP FLOOR EL V. • NEW SSIAf" RIM=�1•B3 '1'.I Ifff"'---/III---- ///'// STP��� LF = LOWER FLOOR�LEV. IEJ6a-2Z7 / W I h / I I SUB-. GF = GARAGE FLOG ELEV. / ,''� I / 3 Z l / TW= TOP WALL ELEV. J J / 30' I z • // BW= BOTTOM WALL/ELEV. /� IPyt� _ _ � � / I w / o / is 5. I• � I tl a 3 I / :�/ I 14t • I �' �' __ z.osT y �zo MIN. MIN. — — — — `�� • , / /,,o / 4'COMPACTED DEPTH CLASS'B' 2X MIN 2X MIN ASPHALT-2 LIFTS REQUIRED 1 '/ , `�� / 6'COMPACTED DEPTH-CRUSHED. r 1; / ,,' SURFACING TOP COURSE I 20'OF PAYING FOR PRIVATE S AC,/CLASS 'B' / // ! / 12'GRAVEL BASE AS NEEDED - ACCESS AND 20'FOR AULT SURFACING(MIN. SECT) V1'// — —- 2'CRUSHED SURFACING / I TOP COURSE(5/8'MINUS) / ,,, 4 / ROAD SEC770N NE 127H STREET �fX SSMH 4'CRUSHED SYJRFAD{(VC / / •• RlM=279.2! BAS£COURSE(/-1 4 MINUS) lE=273.11 GRAVEL BASE AS NECESSARY TO STABILIZE PAVEMENT , REV.NOV.2000 • .PRIVATE ACCESS AND " ��n x.T� EDMONDS PRELIMINARY PLAT PRIVATE ALLEY SEC770N °�•'^ r� • Nis .�°-4fi IF TOUMA ENGINEERS U71L17/ES& GRADING PLAN ��� DWN.BY („/S DATE JOB NO. *•: , "I, WEST VALLEY BUSINESS PARK • F.� 1176 I 6632 SOUTH/91ST PIACG SUITE E-IO2•KEM,WA 96W2 71908GRD.DWG MAY, 2000 719-008-201 I',{• '• ..• PHONE(123)251-0665 FAX(126)261-0626 • U `'� CHKD.BY SCALE SHEET l! ,,,,,,,,,,,,,,,,�•` M.H.T. 1'=40' 2 OF 4 • PORTION OF THE NE 1/4 OF THE NE 1/4 • SEC770N 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STA7E.OF WASHINGTON • • • • • • 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 340 . 340 y N 320 --- 320 • S —_ 5+50- EDMCNDS AYE NE m . ` .7+15.00-PVT ROAD W ` EL-.3J2.82 2 . 300 H EX. STREET CENTERLWE /PROFLE • SCALE NORZ 1 60' 280 • VER'1"=0' . 280 • • DATUM ELEV 270.00 • * * 1. fo • o to to b N Vi Vi Ii of Vi Hi Oi h h to ,� oi h M M .M h F.) F) Mom) ,9 h N N N N N 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 . • • EDMONDS AVE NE • • REV.OCT.2000 ��R H•T, EDMONDS PRELIMINARY PLAT x:• EDMONDS'AVENUE N£ �F ,4�` lE TOUMA ENGINEERS r) EXISTING PROFILE • n' .3) , ' WEST VALLEY BUSINESS PARK DWN. BY GJS DATE JOB NO, '!`+ ®) 6632"UTN 19652 PUCC SURE E-102•KIXT,WA 95°32 71908CRD.DWG MAY, 2000 719-008-201 • • . PHONE(AM 251-0666 PAX(425)251-0625 ®m® 9A62/01 CHKD. BY SCALE SHEET M.H.T. 1"=40' 3 OF 4 • • 1+00 2+00 3+00 4+00 5+00 6+00 7+00a a A. 2 25'"C I25 VC 50'VC • • C l'� 300 2z • - 300 N \\ 1 50 VC 1AB� ..' • 2 — S�?.B' —X GROUND,®Cd 5-5C EDMONDS AVE NE 7435 70-PVT.NOAD _ _ _ 280 E:=,02 B2 280 8+38 NE 12TH ST ---.- 400 PVT Rt. EL=298.57 SCALE - HORZ 1'=4O' VERT•1'=70' DATUM ELM, 260.00 ' • V O b a h w O m b w. V h 4N C n N it,35 N N ofN Nf N ry TiN ,...N' 1+00 2+00 3+00 44-00 5+00 6+00 7+00 PRIVATE ROAD 8+00 9+00 10+00 340 340 • • S'AW'CUT AT EDGE oF ASPHALT-. AND£.'TEND TO W CURB, CUTTEP AND SATE WALK A 2%7ROSS'SLOPE __--- 320 ,,' 320 EX STR2 T BP CL - INTERSE;TION NE 12 ST. ,' 8+38 NE 12M ST - ' -1400 PVT Rd. t1=79Mb/ ' ' /� 300 300 'SCALE ' HORZ 1'=40 ' • VERT 1'=0' 280 - 280 • REV.OCT.2000 DATUM ELEV_ 270.00 a",,,,,,,,,,,,,_.......,......,,, o M O m No a ago�,T EDMONDS PRELIMINARY PLAT ? /� NE T27N STREET k PRIVATE ALLEY N N M h M h Si iL �'1 TOUMA ENGINEERS a,r;•� %. EX/STING& PROPOSED PROFILE b' I WEST VALLEY BUSINESS PARK NO. 8+00 9+00 10+00 • :,9' 3I1�.� OWN.710 DGJS.D DATE JOB 19 w 66.62 SOUTH 1916T PLACE scar£-IO2•KEN;WA 98032 MAY 2000 719-008-201 • i '''icb�r ,., ? ( ) m-0666 PAX(425)251-0626 71908GRD.DWG PHONE r2s 2 NE 12TH•STREET %'EXPEFal9 6T/2/61 CHND. 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R --18A - -): • 4. - : -. -- 5‘ / /* • / arm Feb 19 01 10: 24a TOUMR ENGINEERS 4252510625 p• 2 ATTACHMENT FOR LAND USE PERMIT MASTER APPLICATION. LEGAL DESCRIPTION-R AND R LAND INC. BEGINNING AT THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 8,TOWNSHIP 23 NORTH,RANGE 5 EAST,W.M.,IN THE CITY OF RENTON,KING COUNTY, WASHINGTON AT A POINT 30 F1bT WEST OF THE NORTHEAST CORNER OF SAID SECTION 8; THENCE WEST ALONG THE NORTH BOUNDARY LINE OF SAID SECTION, 145 FEET; THENCE SOUTH PARALLEL TO THE EAST BOUNDARY LINE OF SAID SECTION 638.93 FEET,MORE OR LESS,TO THE NORTH LINE OR MARGIN OF PRIMARY STATE HIGHWAY NO.2(STATE ROUTE 900); THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE NORTH LINE OR MARGIN OF SAID PRIMARY STATE HIGHWAY NO.2,TO A POINT 30 FEET WESTERLY OF THE EAST BOUNDARY LINE OF SAID SECTION 8,AS MEASURED ALONG A LINE PROJECTED AT RIGHT ANGLES TO SAID EAST BOUNDARY LINE; THENCE NORTH PARALLEL TO AND 30 FEET WESTERLY OF SAID EAST BOUNDARY LINE OF SAID SECTION TO THE POINT OF BEGINNING; EXCEPT THAT PORTION CONDEMNED INKING COUNTY SUPERIOR COURT CAUSE NUMBER 655879, FOR PRIMARY STATE HIGHWAY NO. 1 (STATE ROUT 405);AND EXCEPT THAT PORTION THEREOF LYING EASTERLY OF A LINE BEGINNING AT A POINT 75 FEET NORTHEASTERLY OF AND OPPOSITE HIGHWAY ENGINEER'S STATION 48+00 ON THE A LINE CENTER LINE OF SR 405,NORTH RENTON INTERCHANGE; THENCE NORTHEASTERLY IN A STRAIGHT LINE TO A POINT 30 FEET WESTERLY OF AND OPPOSITE HIGHWAY ENGINEER'S STATION 23+50 ON THE 116TH AVENUE(EDMONDS AVENUE NE)CENTER LINE OF SAID PROJECT; THENCE NORTHERLY TO A POINT 30 FEET WESTERLY OF AND OPPOSITE HIGHWAY ENGINEER'S STATION 23+75 AND THE END OF THIS LINE DESCRIPTION;AND EXCEPT THE NORTH 30 IkEbT CONVEYED TO THE CITY OF RENTON BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7906250755. February 26,200.1 Renton City Council Minutes Page 56 Development Services: Boeing Development Services Division recommended acceptance of a deed of Short Plat,Deed of Dedication dedication for additional right-of-way in the vicinity of Garden Ave.N. and N. for ROW at Garden Ave N& 8th St. for the proposed Boeing Short Plat. Council concur. N 8th St Annexation: Piele, 142nd Ave Economic Development,Neighborhoods and Strategic Planning Department SE&NE 6th St recommended a public meeting be set on 03/12/2001 to consider the 10% Notice of Intent to Annex for the proposed Piele Annexation; approximately 20 acres located east and west of 142nd Ave. SE(Hoquiam Ave.NE)and south of NE 6th St. (if extended). Council concur. Plat: Edmonds,Edmonds Ave 'Hearing Examiner recommended approval,with conditions,of the Edmonds NE between Sunset Blvd& Preliminary Plat; 16 single-family lots on 1.78 acres located west of and NE 12th St(PP-00-075) adjacent to Edmonds Ave.NE,between Sunset Blvd.NE and NE 12th St. (PP- 00-075). Council concur. Library: Systems Librarian Library Division requested authorization to fill the position of Systems Hire at Step E Librarian at Step E of the salary range, effective 05/1/2001. Refer to Finance Committee. Public Works: Eastside Planning/Building/Public Works Department recommended approval of a Interceptor Project,Memo of Memorandum of Agreement with King County which identifies and addresses Agreement with King County key issues associated with the Eastside Interceptor Section I Capacity Restoration Project. Refer to Utilities Committee. Airport: FAA Lease(rent Transportation Division recommended approval of Supplement No. 1 to LAG- increase),LAG-92-007 92-007, airport lease with the Federal Aviation Administration,to increase the rent for the control tower building from$14,165.25 to$23,643.09 annually. Council concur. Airport:Action Aviation Transportation Division recommended approval of Addendum No. 1 to LAG- Lease(rent increase),LAG- 98-004,airport lease with Action Aviation,to establish a new rental rate of 98-004 $0.1517 per square foot per year, an increase of$0.0117 from the previous rate of$0.14 per square foot per year. Council concur. Transportation: 2001-2006 TIP Transportation Systems Division requested approval to transfer 2001 —2006 Funds Transfer Transportation Improvement Program(TIP)funds as follows: $280,000 from the Transit Program(TIP#5)and$150,000 from the Traffic Efficiency Program(TIP#31)to the Downtown Transit Access Program(TIP#8). Council concur. Transportation: FlexPass Transportation Systems Division recommended approval of a contract with Program Contract,King King County Transit Division(Metro) and Sound Transit to continue the County&Sound Transit FlexPass commute trip reduction program for all regular City employees from March 2001 to February 2002. Council concur. (See page 59 for resolution.) MOVED BY CLAWSON, SECONDED BY NELSON,COUNCIL APPROVE THE CONSENT AGENDA AS PRESENTED. CARRIED. OLD BUSINESS Community Services Committee Chair Nelson presented a report Community Services recommending concurrence in the Mayor's appointment of Ralph Evans to an Committee unexpired term on the Park Board. The four-year term expires June 1,2002. Appointment:Park Board MOVED BY NELSON, SECONDED BY CORMAN, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Community Services: Community Services Committee Chair Nelson presented a report regarding Centennial Commemorative commission of an artist to create a sculpture commemorating Renton's Sculpture(Hai Ying Wu) Centennial Celebration. The Committee recommended concurrence with the Municipal Arts Commission and the Centennial Committee to commission Mr. CITE )F RENTON ' ... -. . . • Hearing Examiner Jesse Tanner,Mayor .,. :. .. : F red J.Kaufman • February 19, 2001 • Tom Touma .. Touma Engineers 6632 S 191 Place, Suite E-102 Kent, WA 98032 • Re: ,Edmonds Preliminary Plat, File No:LUA00-075;PI,ECF • Dear Mr.:Touma: The Hearing Examiner's Report and Recommendation regarding the referenced request has not been appealed within the time period established by ordinance. Therefore,this matter is being, submitted to the City Clerk,this=date for transmittal':to'the City;Council for review. - - You will receive notification.of final approval'from the:City Clerk, and will be notified of all action taken by the City Council'.'tipon approval of the.request ' Please feel free to contact this office_if further assistance.or information is required. Sincerely, Fred J. Kaufm Hearing Examiner • FJK:jt cc: Steve Taylor,Project Manager Sandi_Seeger, Development'Services -1**64'11;:i : 1055;South'Grady Way Renton, Washington"98055 (425) 430-6515" . .►. r ` , , ..t This paper.contains 50./recycled material,20%post•consumer tire' Fet,. 9 01 10: 24a TOUMA ENGINEERS 4252510625 P• 1 TOUMA ENGINEERS &.LAND SURVEYORS 6632 S 191 sr PLACE,SUITE E-102,KENT,WA 98032 TEL 425-251-0665 FAX 425-251-0625 E-mail Address:mhtouma@aol.com Transmittal . Steve Taylor,S. Planner . . - -- .. *February 19,2001 TO: City of Renton , .,. ::`,,' -' date:'- 1055 South Grady Way'• Renton,WA 98043 FAX 425-430-7241 SUBJECT: Edmonds Preliminary Plat LUA 00-075,PP,ECF FROM:Tom Touma ; ; Transmitting the following documents:, _ (1) Revised legal,description forthe.above subject site as requested. If have any question regarding this transmittal, please call me.Thanks Feb 19 01 10: 24a TOUMR ENGINEERS 4252510625 p• E • s4 4 ATTACHMENT FOR LAND USE PERMIT MASTER APPLICATION LEGAL DESCRIPTION-R AND R LAND INC. BEGINNING AT THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 8,TOWNSHIP 23 NORTH,RANGE 5 EAST,W.M.,IN THE CITY OF RENTON,KING COUNTY, WASHINGTON AT A POINT 30 FEET WEST OF THE NORTHEAST CORNER OF SAID SECTION 8; THENCE WEST ALONG THE NORTH BOUNDARY LINE OF SAID SECTION, 145 FEET; THENCE SOUTH PARALLEL TO THE EAST BOUNDARY LINE OF SAID SECTION 638.93 FEET,MORE OR LESS,TO THE NORTH LINE OR MARGIN OF PRIMARY STATE HIGHWAY NO.2(STATE ROUTE 900); THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE NORTH LINE OR MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 2,TO A POINT 30 FEET WESTERLY OF THE EAST BOUNDARY LINE OF SAID SECTION 8,AS MEASURED ALONG A LINE PROJECTED AT RIGHT ANGLES TO SAID EAST BOUNDARY LINE; THENCE NORTH PARALLEL TO AND 30 FEET WESTERLY OF SAID EAST BOUNDARY LINE OF SAID SECTION TO THE POINT OF BEGINNING; EXCEPT THAT PORTION CONDEMNED INKING COUNTY SUPERIOR COURT CAUSE NUMBER 655879, FOR PRIMARY STATE HIGHWAY NO. 1 (STATE ROUT 405); AND EXCEPT THAT PORTION THEREOF LYING EASTERLY OF A LINE BEGINNING AT A POINT 75 FEET NORTHEASTERLY OF AND OPPOSITE HIGHWAY ENGINEER'S STATION 48+00 ON THE A LINE CENTER LINE OF SR 405,NORTH RENTON INTERCHANGE; THENCE NORTHEASTERLY IN A STRAIGHT LINE TO A POINT 30 FEET WESTERLY OF AND OPPOSITE HIGHWAY ENGINEER'S STATION 23+50 ON THE 116TH AVENUE(EDMONDS AVENUE NE)CENTER LINE OF SAID PROJECT; THENCE NORTHERLY TO_A POINT 30 FEET WESTERLY OF AND OPPOSITE HIGHWAY ENGINEER'S STATION 23+75 AND THE END OF THIS LINE DESCRIPTION;AND EXCEPT THE NORTH 30 FEET CONVEYED TO THE CITY OF RENTON BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7906259755. CITY OF RENTON .n� c), PLANNING/BUILDING/PUBLIC WORKS VT MEMORANDUM � ° l2y�c DATE: February 15,2001 TO: Joan Thompson FROM: Sonja J. Fesser SUBJECT: Edmonds Plat,LUA-00-075,PP Legal Description Review Bob Mac Onie and I have reviewed the above referenced legal description and find that the legal is satisfactory as presented except for the items highlighted on the attachment. \H:\FILE.SYS\LND\10\0364\RV 010214.DOC ATTACHMENT FOR LAND USE PERMIT MASTER APPLICATION LEGAL DESCRIPTION R and R land INC. BEGINNING ON THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, INKING COUNTY, WASHINGTONX AT A P016.11- Cl?Y c1F-R ehlia 30 FEET WEST OF THE NORTHEAST CORNER OF SAID SECTION 8; THENCE WEST ALONG THE NORTH BOUNDARY LINE OF SAID SECTION, 145 FEET; THENCE SOUTH PARALLEL TO THE EAST BOUNDARY LINE OF SAID SECTION 638.93 FEET, MORE OR LESS, O THE NORTH LINE OR MARGIN OF PRIMARY STATE HIGHWAY • NO. 2 J,"-. c- 6}oo THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE NORTH LINE OR MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 2, TO A POINT 30 FEET WESTERLY OF THE EAST BOUNDARY LINE OF SAID SECTION 8, AS MEASURED ALONG A LINE PROJECTED AT RIGHT ANGLES TO SAID EAST BOUNDARY LINE; THENCE NORTH PARALLEL TO AND 30 FEET WESTERLY OF 1PM SAID EAST BOUNDARY LINE OF SAID SECTION TO THE POINT OF BEGINNING; EXCEPT THAT PORTION CONDEMNED IN KINGSS�� COUNTY SUPER R COURT CAUSE NUMBER 655879, FOR PRIMARY FATTE� B'HWAYNING AT A POINT H{7 FEET NORTHEASTERLYAAND OF EXCEPT THAT PORTION LTHEREOFA �y 4 OPPOSITE HIGHWAY ENGINEER'S STATION 48 + 00 ON THE A LINE CENTER LINE OF BR4SR 405, NORTH RENTON INTERCHANGE; THENCE NORTHEASTERLY IN A STRAIGHT LINE TO A POINT 30 FEET WESTERLYtAND OPPOSITE HIGHWAY ENGINEER'S STATION 23 + 50 ON THE 116TH AVENUE CENTER LINE OF SAID PROJECT; OF L�s�con n P. s '�1+1 _. THENCE NORTHERLY TO A POINT 30 FEET WESTERLYAAND OPPOSITE HIGHWAY ENGINEERS' STATION 23 + 75 AND THE END OF THIS LINE DESCRIPTION; AND EXCEPT THE NORTH 30 FEET CONVEYED TO THE CITY OF RENTON BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7906250755. DEV CfTYPLANNING OF RENTON JUN 0 7 2000 cCEPMED CIT' 3F RENTON . Hearing Examiner Fred J.Kaufman. Jesse Tanner,Mayor January 30,2001 Steve Taylor, Senior Planner Development Services City of Renton 1055 $ Grady Way Renton,WA 98055 Re: Reconsideration of Examiner's Recommendation on Edmonds Preliminary Plat,LUA00-075,PP,ECF . Dear Mr.Taylor: This office has reviewed the request for reconsideration in this matter. The request is correct in that an editing error led to an omission•of some of the conditions recommended by staff The conditions shall be amended and shall read as follows: 1: The applicant shall..comply with the conditions imposed'by the,ERC. 2. The applicant shall post a bond or.other instrument approved by4the City Attorney. The instrument shall assure that all•:enghieering work including excavation and all necessary retaining structures and appropriate guardrails needed to support;the hillside,.the cut and protect the public from dropoff will be completed, even if the project were to be - abandoned prior to satisfactory completion. The bond may be released after all work on the excavation,retaining structure and appropriate guardrail iscompleted. This provision is necessary to protect the Edmonds right-of-way and the public welfare. 3. If a guardrail is needed between the separate homes due to grade difference, it should be installed as necessary. 4. The applicant/owner shall establish a Homeowners' Association for the maintenance of all common improvements(private road,stormwater facilities,retaining walls,etc.),or include a maintenance agreement note on the face of the final plat. A draft of the document shall be submitted for review and approval by the Development Services Division priorto the recording of the final plat. 5. The applicant/owner shall include a Declaration of Covenant note on the face of the final plat,or record other legal encumbranceacceptable to the Development Services Division, • that conveys the beneficial interest in the easements shown on the plat to the future owners of thelots. 6. The applicant shall dedicate the proper intersection radius at the corner of NE 12th Street and Edmonds Avenue NE. 1901c200� 1055 South Grady Way -Renton,'Washington 98055 (425) 430-6515 19 616 This oaoer contains 50%recycled material,20%post consumer.. Steve Taylor • Page 2 7. At the time of construction plan approval the applicant shall revise the internal road design to reduce the grade on approaches to Edmonds Avenue NE and NE.12th Street.. The final design shall be subject to the review and approval of.the Development Service Division. • This office apologizes for the error. If this office can provide further assistance,please feel free to write: • Sincerely, Fred J.Kaufman Hearing Examiner FJK:jt cc: Mayor Jesse Tanner/ Jay Covington,Chief.Administrative Officer • ?. ' r Neil Watts,Development Services Larry,Warren,City Attorney Parties of Record '>`:>;'Y r. > r. . • CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: January 30, 2001 TO: Fred J.Kaufman,Hearing Examiner FROM: Steve Taylor, Senior Planner SUBJECT: Reconsideration of Examiner's Recommendation on Edmonds Preliminary Plat,LUA-00-075,PP,ECF The Development Services Division requests that the Examiner reconsider the conditions of approval for the above-mentioned project issued on January 29, 2001. We feel that the attached Staff recommended conditions of approval may have been inadvertently left out. The applicant has been contacted and informed of this request. Thank you for your reconsideration. Attachment cc: Jennifer Henning D JAN.3 0 2001 CITY OF RENTON HEARING EXAMINER \\CENTRAL\SYS2\DEPTS\PBPW\DIVISION.S\DEVELOP.SER\DEV&PLAN.ING\PROJECTS\00-075.st\Exam Reconsideration MEMO.doc\st • 4 CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: January 30,2001 TO: Fred J.Kaufman,Hearing Examiner FROM: Steve Taylor, Senior Planner SUBJECT: Reconsideration of Examiner's Recommendation on Edmonds Preliminary Plat,LUA-00-075,PP, ECF The Development Services Division requests that the Examiner reconsider the conditions of approval for the above-mentioned project issued on January 29, 2001. We feel that the attached Staff recommended conditions of approval may have been inadvertently left out. The applicant has been contacted and informed of this request. Thank you for your reconsideration. Attachment V cc: Jennifer Henning JAN302001 CITY OF RENTON a HEARING EXAMINER \\CENTRAL\SYS2\DEPTS\PBPW\DIVISION.S\DEVELOP.SER\DEV&PLAN.ING\PROJECTS\00-075.st\Exam Reconsideration MEMO.doc\st ATTACHMENT G. RECOMMENDATION: Staff recommends approval of the Edmonds Preliminary Plat, File No. LUA-00-075, PP, ECF subject to the following conditions: (1) The applicant is required to comply with the Mitigation Measures that were required by the Environmental Review Committee Threshold Determination prior to recording of the subdivision. (2) The applicant/owner shall establish a Homeowners' Association for the.maintenance of all common improvements (private road, stormwater facilities, retaining walls, etc.), or include a maintenance agreement note on the face of the final plat. A draft of the document shall be submitted for review and approval by the Development Services Division prior to the recording of the final plat (3) The applicant/owner shall include a Declaration of Covenant note on the face of the final plat, or record other legal encumbrance acceptable to the Development Services Division, that conveys the beneficial interest in the easements shown on the plat to the future owners of the lots. (4) The applicant shall dedicate the proper intersection radius at the corner of NE 12th Street and Edmonds Avenue NE. (5) At the time of construction plan approval the applicant shall revise the internal road design to reduce the grade on approaches to Edmonds Avenue NE and NE 12th Street. The final design shall be subject to the review and approval of the Development Services Division. (6) The applicant shall pay a Park and Recreation Mitigation Fee equivalent to $530.76 for each new residential lot. The Parks and Recreation Mitigation Fee shall be paid prior to the recording the final plat. (7) The applicant shall pay a Fire Mitigation fee of $488.00 for each single-family lot for development of fire prevention facilities. Payment of these fees will be required prior to recording the final plat. (8) The applicant shall pay a Traffic Mitigation Fee equivalent to $75 per each new average weekday trip attributed to the project. Trips are estimated to average 9.57 per household, per weekday. Payment of the Traffic Mitigation Fee is required prior to recording the final plat. \\CENTRAL\SYS2\DEPTS\PBPW\DIVISION.S\DEVELOP.SER\DEV&PLAN.ING\PROJECTS\00-075.st\Exam Reconsideration MEMO.doc\st AFFIDAVIT OF SERVICE BY MAILING STATE OF WASHINGTON) ss. County of King ) c422-Ct-L-t_ �a -ti, being first duly sworn,upon oath, deposes and states: That on the p�-� day of :1;16,- � }ep/ , affiant deposited in the mail of the United States a se nvelo ` containin a decision pe��) g nor recommendation with postage prepaid; addressed to the parties of record in the below entitled application or petition. Signature: SUBSCRIBEI p SWORN to before me this q d-ay of gaANA.coviir, 2001. UstBAft .,,,,,, Q.Se‘ s z • s � 4a�� � 'y r aryoublic in d for h State of Washington, , P\'q``_ Residing at ,therein. s 111 STP . Application, Petition, or Case No.: Edmonds Preliminary Plat LUA00-075,PP,ECF The Decision or Recommendation contains a complete list of the Parties of Record. HEARING EXAMINER'S REPORT January 29,2001 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND RECOMMENDATION APPLICANT: Wendell Woodall 618 Park Avenue North File No.: LUA00-075,PP,ECF LOCATION: The site is located west and adjacent to Edmonds Avenue NE, between Sunset Boulevard NE and NE 12th Street SUMMARY OF REQUEST: Subdivide an approximately(1.78 acre)parcel into 16 lots suitable for construction of single family houses SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on December 27,2000. PUBLIC HEARING: After reviewing the Development Services Report, examining available information on file with the application,field checking the property and surrounding area;the Examiner conducted a public hearing on the subject as follows: MINUTES The following minutes are a summary of the January 2,2001 hearing. The legal record is recorded on tape. The hearing opened on Tuesday,January 2,2001, at 9:43 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing the original Exhibit No.2: Vicinity Map application,proof of posting,proof of publication and other documentation pertinent to this request. Exhibit No.3: Slope Analysis Exhibit No.4: Preliminary Plat Exhibit No. 5: Utilities and Grading Plan Exhibit No.6: NE 12th Street Internal Street and Lot Profiles Exhibit No.7: Edmonds Avenue Profile Exhibit No.8: Tree Retention Plan Exhibit No. 9: 11/13/00 Comment Letter from Terre Scappini re Access on NE 12th Street Edmonds Preliminary Plat - File No.: LUA-00-075,PP,ECF January 29,2001 Page 2 The hearing opened with a presentation of the staff report by Steve Taylor, Senior Planner,Development Services, City of Renton, 1055 S Grady Way,Renton,Washington 98055. This plat is located on a difficult site as far as topography. Part of the issue has to do with the slopes on the site, some of which are 40%. These are not protected slopes because they do not have the 15-foot vertical elevation. There are also slopes between 25% and 39% on the plat. The City has been working with the applicant to make sure that measures are in place to address the stability of Edmonds Avenue,that downstream property owners are not impacted, and that the site design is appropriate for the topography. The Environmental Review Committee(ERC) issued a Determination of Non-Significance,Mitigated for the project. The ERC Mitigation Measures limit the actual development of the site to the dry months of April through October. The site must be graded in stages, if possible,with the retaining wall constructed prior to clearing the rest of the site. The applicant must engage a qualified engineering geologist to supervise the installation of all erosion and sedimentation measures, and provide weekly reports on the status and condition of the erosion control plan. An issue with this plat is the access onto NE 12th Street. Development in the area is quite dense. The site is zoned R-10. The total site is 1.78 acres, but with the area of the private street deducted(13,347 sf),the area for establishing density is 1.47 acres. That works out to 10.88 dwelling units per acre. There is a bonus density of up to 13 units per acre in this area, if all of the units are single family development. In this case,the applicant is proposing that all of these lots be developed for single family. There are adequate setbacks on all the proposed lots to enable the building of houses. The site will have access through an internal roadway system to Edmonds and to NE 12t1' Street. Edmonds Avenue drops very steeply along its intersection with NE 12th Street to the entrance to the plat. A traffic analysis was done to specifically address this concern. The analysis states that there have been improvements to the intersection recently. Six months ago the intersection was made into a 4- way stop intersection. With the development of this plat the site will be cleared, and sight distance will be improved. The road will be extended to a full width road with curb, gutter and sidewalk. The City's Traffic Section agreed with the traffic analysis done by the applicant. Due to the steep topography on this site, clearing and grading of most of the site will be needed. The applicant is estimating grading about 950 cubic yards, and importing about 275 cubic yards for the road and structural walls. The applicant is proposing a structural wall all the way along Edmonds and turning the corner onto 12th Street. The applicant's geotechnical report specifically addressed and made recommendations on this structural wall. Further analysis will take place regarding how the wall is actually built. An additional retaining wall will be erected along the entire western property line. The geotechnical report states that site swales are susceptible to erosion when they are exposed to wet conditions, so erosion control measures should be in place prior to and during the grading and development of the site. If the recommendations of the geotechnical report are followed, there should not be any increase in slope instability on or adjacent to this property. According to the Tree Retention Plan, only one tree will be retained. Regarding the design of the proposed homes,Mr.Taylor stated that the applicant has stepped the houses into the hillside in order to work with the slope of the property and the narrowness of the lots. The houses will face Edmonds Avenue for pedestrian access,with the garage on the lowest level to access the internal roadway. The lots will have fairly large rear yards that will allow outside activities for residents. The ERC has imposed appropriate Traffic,Fire, and Park Mitigation Fees on the project. This project is expected to generate approximately 7-8 additional school age children who would attend Kennydale Elementary,McKnight Middle School and Hazen High School. The Renton School District indicates these facilities have adequate capacity to serve the development. Edmonds Preliminary Plat File No.: LUA-00-075,PP,ECF January 29, 2001 Page 3 The applicant submitted a Level One Storm Drainage Report,which was received by the City on June 7, 2000. The report indicates that there is no evidence of concentrated flows leaving site or documented downstream problems. The site will require a drainage plan and temporary erosion/sedimentation control plans in accordance with the 1990 KCSWDM, as adopted by the City of Renton. The project is located in the Aquifer Protection Zone 2. This development must have a source statement by a certified professional engineer for fill material on the project. Notice regarding the Aquifer Protection Zone 2 is required on the face of the plat. There is an existing curb, gutter and sidewalk and adequate width on Edmonds Avenue. Northeast 12th Street will be widened and curb,gutter and sidewalk added along the project frontage on NE 12"' Street. The applicant will provide approximately 50 feet of asphalt taper to match the existing pavement west of the site. The internal roadway,which the applicant refers to as an alley,meets the definition of a private street. A 20-foot-wide paved road in 26 and 30-foot easements are provided. The road must meet the appropriate construction standards of 4" of asphalt over a 6"base. Staff recommends approval of the project, subject to the eight conditions contained in the Staff Report. Tim Miller,Transportation Consulting Northwest, 1607 East Main Street,Auburn, WA 98002 discussed the 4- way stop at the intersection of Edmonds Avenue NE and NE 12th Street and how it improves safety at that intersection, allowing full access for the project. Mr. Miller also discussed the traffic counts contained in he Traffic Report and stated that there will be a low volume of traffic generated by this project. Tom Touma, 6632 S 19151 Place, Suite E-102,Kent, WA 98032 stated that some of the types of homes being considered for this development are depicted on Exhibit# 5,the Utilities and Grading Plan. Kayren Kittrick,Development Services, 1055 S Grady Way,Renton, WA 98055 clarified the issue of the private roadway on the development. A private roadway was set up in the Code to serve no more than six lots, with no more than two without frontage to public streets. This is basically an alleyway that is larger. It exceeds an alleyway's requirements of 16 or 18 feet. This is also in compliance with a stated need by the Fire Department for a fire lane 20 feet wide. The City and the applicant agreed to use the private roadway standards of design in this case. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 10:20 a.m. FINDINGS, CONCLUSIONS &RECOMMENDATION Having reviewed the record in this matter,the Examiner now makes and enters the following: FINDINGS: 1. The applicant, Wendell Woodall,filed a request for approval of a 16-lot single family plat. 2. The yellow file containing the staff report,the State Environmental Policy Act(SEPA)documentation and other pertinent materials was entered into the record as Exhibit#1. 3. The Environmental Review Committee(ERC),the City's responsible official, issued a Declaration of Non-Significance-Mitigation(DNS-M)for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. Edmonds Preliminary Plat — File No.: LUA-00-075,PP,ECF January 29,2001 Page 4 5. The subject site is located on the northwest corner of Sunset Boulevard and Edmonds Avenue NE. The parcel runs through from Sunset to NE 12th Street. 6. The subject site was annexed to the City with the adoption of Ordinance 1795 enacted in October 1959. 7. The site received its current R-10 (10 units per acre)zoning with the adoption of the Zoning Code in June 1993. It was adopted by Ordinance 4404. 8. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of a variety of residential options, but does not mandate such development without consideration of other policies of the Plan. 9. The vacant site is approximately 1.79 acres. The subject site is approximately 146 feet wide(east to west)by approximately 488 feet long. The short dimension runs along NE 12th and Sunset, although Sunset forms a curve along the south boundary of the subject site. The long dimension corresponds with the Edmonds frontage. The parcel narrows to a point at the intersection of Edmonds and Sunset. 10. The site slopes very steeply downward to the west from its Edmonds Avenue frontage. The elevation across the site varies approximately 50 feet over the site, from approximately 320 feet to 270 feet near Sunset. The slopes along Edmonds range up to 55%. Approximately 9 percent of the site has slopes in excess of 40%, approximately 16 percent of the site has slopes ranging from 25%to 40%. Staff suggested that the slopes along Edmonds were probably created when Edmonds was constructed. Apparently none of the slopes exceed a vertical rise of 15 feet and are,therefore,not "protected slopes." 11. In order to accommodate development of this parcel, extensive grading and filling will be necessary, which will necessitate removing most of the vegetation from the site. In addition,the Geotechnical Report specified construction techniques to protect the site and surrounding properties from erosion and instability. Approximately 950 cubic yards would be graded and approximately 275 cubic yards would be imported for structural fill. 12. An engineered retaining wall approximately two feet to six feet(2'to 6')tall would be constructed along the eastern (Edmonds)property line. A rock retaining wall would be constructed along the western boundary of the site, and would be between two feet and seven feet(2'to 7')tall. 13. The subject site is located in the Aquifer Protection Zone. Any structural fill will required to be certified. 14. The applicant proposes dividing the subject site into 16 single family lots. The R-10 Zone permits detached single family uses. The zone also permits a density bonus of up to 13 units per acre if detached single family homes are developed. The density of the 16 units on this site will be 10.88 or just over the normally permitted 10 units,but permissible under the density bonus provisions. 15. The proposal would require a substantial amount of grading to permit the development of homes on the various lots. In addition, a substantial retaining wall would be required. 16. The R-10 zone requires at a minimum 30-foot-wide interior lots and 40-foot-wide corner lots. Lot depth has to be a minimum of 55 feet deep. Staff reports that all of the lots meet the minimum requirements. 17. The R-10 zone also requires 10 feet of landscaping along arterial streets. This standard would apply along both the Sunset and Edmonds frontages. Edmonds Preliminary Plat File No.: LUA-00-075,PP,ECF January 29,2001 Page 5 18. The lots will range in size from 4,349 square feet to 6,880 square feet. Lot size in the R-10 zone must be at least 3,000 square feet. 19. There will be a 20-foot-wide private street or alley located along the western property line that will provide drive-in access to the parcels. The alley will intersect with NE 12th on the north and will turn and access Edmonds Avenue north of its intersection with Sunset. 20. The northernmost lot,Proposed Lot 1,will be 40 feet wide by 145 feet deep. Proposed Lots 2 to 11 will all be the same 145 feet deep and 30 feet wide. All of these lots will front on Edmonds, although access from Edmonds will be via a pedestrian connection. The lots will be graded downward to the west and homes will be built into the slope. Proposed Lots 12 through 16 will front on the internal private street, although except for Proposed Lot 13,the other four will also front on either Edmonds or Sunset. 21. The proposed plat will generate approximately 154 daily vehicle trips per day. The project has access to Edmonds, an arterial street, and close access to Sunset, another arterial. 22. The traffic study produced by the applicant shows that a recent addition of a four-way stop to the Edmonds intersection with 12th has made the intersection safer. The four-way stop creates gaps in traffic flow so that vehicles can turn or proceed through the intersection much easier. Traffic turning into the private alley will be visible for 160 feet from Edmonds. The Transportation Division recommended modifying the grade at both ends of the private roadway to accommodate exiting traffic. 23. The proposal will add approximately 8 additional students to the Renton School District. The students would be spread across the grades on a space available basis. 24. Sunset is a commercial arterial street with commercial development on both sides of the street, particularly east of the subject site. Edmonds is an arterial street,while NE 12th is a residential street. Single family residential uses predominate north of the subject site. CONCLUSIONS: 1. The proposed plat generally appears to serve the public use and interest. The R-10 Zoning permits smaller lots, and presumably the reduced land costs provides more affordable housing. While this is true, one could question the wisdom of developing detached single family homes immediately adjacent to the intersection of Edmonds Avenue NE and NE Sunset Boulevard. It is a very busy intersection and could adversely affect the desirability of the homes located near the corner. 2. The plat and eventual homes will add to the detached single family housing stock of the City. 3. The ERC imposed conditions to minimize erosion and to assure that the grading and infrastructure is appropriate to support the development of the subject site. Edmonds is located above the steep eastern slope of the site. Substantial grading will need to be done correctly and supported by an engineered retaining wall. Another rockery wall will support the western cuts that permit the roadway to be developed. Therefore, it will be necessary to assure that once grading begins, it be appropriately concluded and supported. 4. Any excavation that occurs along Edmonds could jeopardize the stability of the slope that currently lies to the immediate west of Edmonds. Creating a tall retaining wall structure to support both the sidewalk and the street will be necessary and could result in costly engineering work. Therefore, it appears Edmonds Preliminary Plat File No.: LUA-00-075,PP,ECF January 29,2001 Page 6 necessary to insure not only that the work be certified by appropriate engineers, but that once the excavation work begins, it can be safely finished. Therefore, before excavation begins,the applicant should be required to post a bond or other instrument acceptable to the City Attorney which assures that excavation and all necessary retaining structures and appropriate guardrails be installed, if for some reason the project were to be abandoned prior to satisfactory completion. The bond may be released after all work on the excavation and retaining structure work is completed. 5. Development of the site will introduce additional noise and population, although this location near Sunset should not be adversely affected by the development. 6. There will be additional traffic,but staff agreed with the applicant's traffic engineer that the four-way stop at 12th and Edmonds will reduce any potential conflicts from traffic entering or leaving the subject site. 7. The proposed plat will have a density of 10.88 dwelling units per acre,and that meets the Bonus Provisions for the R-10 provisions of the Zoning Code, and it also meets Comprehensive Plan requirements. The plat provides reasonably rectangular lots and lots that meet the dimensional requirements of code. 8. Vehicular access to the site will be from the rear which limits the curb cuts along Edmonds and Sunset. The dwellings will be stepped into the hill and there will be pedestrian access to Edmonds. 9. In the earlier church proposal for the subject site there was also concern about the steep drop that would be created between the lower part of the site and Edmonds. This was not particularly addressed. Staff and engineering should review the need for the safety of both pedestrians and vehicles that would be using the sidewalk and street. If a guardrail is needed between the separate homes due to grade difference, it should be installed as necessary. 10. In conclusion,the proposed preliminary plat should be approved, although it appears that the development of the subject site will complex. Development will involve substantial and potentially costly engineering work. The work must be done appropriately and monitored to maintain the integrity of the Edmonds right-of-way and to avoid jeopardizing the public health, safety and welfare. The City Council should approve the preliminary plat subject to the conditions noted below. RECOMMENDATION: The Preliminary Plat should be approved subject to the following conditions: 1. The applicant shall comply with the conditions imposed by the ERC. 2. The applicant shall post a bond or other instrument approved by the City Attorney. The instrument shall assure that all engineering work, including excavation and all necessary retaining structures and appropriate guardrails needed to support the hillside,the cut and protect the public from the dropoff will be completed, even if the project were to be abandoned prior to satisfactory completion. The bond may be released after all work on the excavation,retaining structure and appropriate guardrail is completed. This provision is necessary to protect the Edmonds right-of-way and the public welfare. 3. If a guardrail is needed between the separate homes due to grade difference, it should be installed as necessary. Edmonds Preliminary Plat File No.: LUA-00-075,PP,ECF January 29,2001 Page 7 ORDERED THIS 29th day of January, 2001. FRED J.KAU AN HEARING EXAMINER TRANSMITTED THIS 29th day of January,2001 to the parties of record: Steve Taylor Tim Miller 1055 S Grady Way Transportation Consulting NW Renton, WA 98055 1607 E Main Street Auburn,WA 98002 Kayren Kittrick Tom Touma 1055 S Grady Way 6632 S 191'Place, Suite E-102 Renton, WA 98055 Kent, WA 98032 TRANSMITTED THIS 29th day of January,2001 to the following: Mayor Jesse Tanner Gregg Zimmerman,Plan/Bldg/PW Admin. Members, Renton Planning Commission Neil Watts,Development Services Director Larry Rude, Fire Marshal Sue Carlson, Econ. Dev.Administrator Lawrence J. Warren, City Attorney Larry Meckling,Building Official Transportation Systems Division Jay Covington, Chief Administrative Officer Utilities System Division Councilperson Kathy Keolker-Wheeler South County Journal Betty Nokes,Economic Development Director Pursuant to Title IV, Chapter 8, Section 100Gof the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m., February 12,2001. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record,take further action as he deems proper. An appeal to the City Council is governed by Title IV, Chapter 8, Section 110,which requires that such appeal be filed with the City Clerk, accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City Hall. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants,the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. Edmonds Preliminary Plat - File No.: LUA-00-075,PP,ECF January 29,2001 Page 8 The Appearance of Fairness Doctrine provides that no ex parte(private one-on-one)communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. 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' ' / . . . • - • ik ' .. . ' - REM.NOV.2000 ��n r; EDMONDS PRELIMINARY PLAT .:0,44. ' eN TOUMA ENGINEERS SLOPE ANALYSIS E mot;^ PEST VALLEY BUSINESS PARK '`�R' \ DwN.BY GJS DATE JOB NO. ao�p 8e52 SOWN MIST FLAOL svI1E E-102•Mg WA a5nT2 7198SLOP.DWC MAY, 2000 719-008-201 . " ? a,`,N+IXfo� • e PHONE'(125)25I-0665 FAX(4125)251-0625 . • I CHKD.BY SCALE - SHEET M.H.T. 1'40' 1 of 1 . SURVEY NOTES.• POR710N OF THE NE 1/4 OF THE NE 1/4 - • SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LUA- ' INSTRUMENT: NIKON TOTAL STATION DTM-A10LG LND •' (5 SECOND INSTRUMENT). CITY OF RENTON, STATE OF WASHINGTON • METHOD USED: 17ELD TRAVERSE WMTN ACTUAL • x i FIELD MEASUREMENTS AND ANGLES .'. pp WAC J32-1J0-070 DATE OF SURVEY: MARCH 2000 . • PLAT DATA NE 121H ST o e BASIS OF BEARING: NE 12TH STREET BETWEEN CAMAS AVE NE& TOTAL AREA - 77,461 SQUARE FEET(1.78AC) z . i4' AeS NE EDMONDS AVE NE(N89'3322-W).:.• -• STREET R/W DEDICATION AREA - NONE �" • �+ %2 BENCHMARK: CITY OF RENTON MONr57 ELEV 326.4J' 99496M) ZONE - R10 e e J'FLAT BRASS DISC HITH'.Y'AND A PUNCH MARK ON I GRAPHIC SCARE • PROPOSED NUMBER OF LOTS - 16 • ¢ SITE r' A CONCRETE POST MONUMENT DOWN 0.5'AT.THE DENSITY - 16 LOTS, BASED ON 10 DU/ACRE INTERS£CRON OF NE 12TH STREET&EQMONDS I r° 2 0 1p rro m Q o BENCHMARK I AVENUE NE. a 2 OR. MONJ57 I • I L inch-4040 Tn. I N4r�Ns/ • // • I " �EDMONDS 'AVENUE N `•VICINITY MAP f • $• S0039 23'W 473.38' - - - 9 • - - . _ ,a - • — b§1 2 _ - _ - •w� 4 2 4EF :�� r5v J200' 32.00" .72.,•:. 3200' 'J2��' 32.0,E - .'. 32. 0 \� r 'r,' w/,.......4 . v T e=o rz l N . I .' 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II .I I I r,�l,, 3{ I I $ I 1.7 \�t,�v `�0 ; cbti \(/.ro�'h' t__-J L_J I 'I J L_J L_J L_J L_J q.ei esuJ L__I m I 14. 14 �) ) r r2-r5v L-_-- W 26 PRIVATE :, I0 /' ) _ • �O 75"00 59 23 W 48a 07' w.1 rev r—'' .'LEGEND J� LINE TABLE !1 o ;%+ 0 II'�,Ot, •I COFIFf£IR LINE LENGTH BEARING N I �V„ I -jI f"`• I •, Y ` C- CEDAR TREES TO B6 RETAINED,.'/ LI 13.36 S1350 J1-W N SOO • ' I o / / L2 8.22 N42'J159'W DECIDUOUS kJ I M I A -ALDER M1OT-APT ONWOOD / . / .CURVE TABLE • CURVE LENGTH• •RADIUS DELTA TAN I N 1 LEGAL DESCRIPTION / `�''�/ /• C1 39.51' . 25.00 90.32'45" 2524 — 03 BEGINNING AT THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF / / I SECTION B, TOWNSHIP 23•NORT}l RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON; FEET WEST OF THE NORTHEAST CORNER OF SAID SECTION 8; THENCE WEST ALONG'THE NORTH / I 2 BOUNDARY LINE OF SAID SECTION, 145 FEET; THENCE SOUTH PARALLEL'TO THE EAST BOUNDARY / / OWNER/DEVELOPER • I LINE OF SAID SECTION 638:93 FEET, MORE OR LESS, To THE NORTH LINE OR MARGIN.OF PRIMARY I I— — -STATE-HIGHWAY.NO:2;_IHENC£-IN A SOUTHEASTERLY DIRECTION ALONG THE NORTH'UNE OR / ROBERT&NANCY FLORER MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 2, TOW POINT 30-'FFEEET'WESTERLY'OF-THE-EAST — — - & JOHN S RANCHERO I BOUNDARY LINE OF.SAID!SECTION 8, AS'MEASURED ALONG A LINE PROJECTED AT RIGHT ANGLES 12228 NE 1127H PL. AI TO SAID EAST BOUNDARY,LINE, THENCE NORTH PARALLEL TO AND 30 T WESTERLY OF THE 7 KIRKLAND WA. 98033 I SAID EAST BOUNDARY LINE OF SAID SECTION TO THE POINT OF BEGINNING; EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 855879 OR PRIMARY STATE HIGHWAY NO. 1; ANDI / •ENGINEER/SURVEYOR THAT PORTION TirEREOF BEGINNING AT A.POINT 75 FEET NORTHEASTERLY AND OPPOSITE 7OUMA ENGINEERS HIGHWAY ENGINEER'S STATION 48+00 ON THE.A-LINE CENTER LINE OF BR 405, NORTH RENTON 6632 S. 191ST PL., SUITE E-102 INTERCHANGE,• THENCE:NORTHEASTERLY/N A STRAIGHT LINE TO A POINT 30 FEET WESTERLY / KENT, WA. 98032 ' • • DA YTON "AND`OPPOSITE.HIGHWAY ENGINEERS STATION 23+50 ON THE 116TH AVENUE CENTER LINE OF SAID. / . PH. 425-251-0665 ' _ PROJECT; THENCE NORTHERLY 70 A POINT 30 FEET WESTERLY AND OPPOSITE HIGHWAY / . ENGINEER'S STARON•23+7p5 AND THE END OF THIS LINE DESCRIPTION; ACID A VENUE NE EXCEPT THE NORTIT•JO'FEET CONVEYED TO THE CITY OF RENTON BY INSTRUMENT RECORDED I ,' • UNDER RECORDING NUMBER 2906250755.1 I ti• ��R H TOGy EDMONDS PLAT TREE PLAN 1 ��°''' '�`� TOUMA ENGINEERS R dc R LAND INC. _ ABERDEEN .AVENUE NE ^_� r NEST VALLEY BUSINESS PARK o \ CITY OF RENTON WW1 • 1 .!r'', Dom•BY GJS DATE JOB NO. TOP 2.5.'DISK SET IN CONCRETE .�o QLJ2 SOUTH r9IST PLACE SUMTF f-102•KENT,,WA 98032 71908PPL.DWG MAY 2000 719-008-201 W MONUMENT(J/00) /', '/slcd, PHONE(42a)25I 0685 FAX(425)251 0025 CHKD. BY _ SCALE SHEET R emno If20/OI. M.H.T. • • 1"=40' 7. OF 4 AFFIDAVIT OF PUBLICATION Charlotte Ann Kassens, first duly sworn on oath states that he/she is the Legal Clerk of the SOUTH COUNTY JOURNAL 600 S. Washington Avenue, Kent, Washington 98032 NOTICE ENVIRONMENTAL g g DETERMINATION ON ENVIRONMENTAL REVIEW COMMITTEE a daily newspaper published seven (7) times a week. Said newspaper is a legal RENTON,WASHINGTON The Environmental Review Committee newspaper of general publication and is now and has been for more than six has issued a Determination of Non- months prior to the date of publication, referred to, printed and published in the Significance-Mitigated for the following English language continuallyas a dailynewspaper in Kent, KingCount project under the authority of the Renton 9 Y, Municipal Code. Washington. The South County Journal has been approved as a legal EDMONDS PRELIMINARY PLAT newspaper by order of the Superior Court of the State of Washington for King LUA00-075,PP,ECF Environmental review for proposed County. subdivision of parcel into 16 lots intended The notice in the exact form attached, was published in the South for single family homes. Location: West County Journal (and not in supplemental form) which was regularly distributed to and adjacent to Edmonds Ave. NE between Sunset Blvd NE and NE 12th St. the subscribers during the below stated period. The annexed notice, a Appeals of the environmental determination must be filed in writing on or Edmonds Preliminary Plat before 5:00 PM December 18, _2000. Appeals must be filed in writing together with the required $75.00 application fee as published on: 12/4/00 with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA The full amount of the fee charged for said foregoing publication is the sum of 98055. Appeals to the Examiner are $51.75, charged to Acct. No. 8051067. governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process Legal Number 8482 / may be obtained from the Renton City Clerk's Office,(425)430-6510. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers,City Hall,on January 2,2001 at _ �� 9:00 AM to consider the preliminary plat. If the Environmental Determination is Leg Cle , South County Journal appealed, the appeal will be heard as part of this public hearing. Interested parties are —, t� invited to attend the public hearing. Subscribed and sworn before me on this 'day of 2000 Published in the South County Journal December ecember 4.2000.8482 `�01111 11 u//// •• ESN M f Ey,•';i ae: NOTARY •: co —.— i 1. •:p i°1JBL\G e. ; Notary Public of the State of Washington :`!':'••�'C V••A `� residing in Renton �'',, e,, 8:?.• p,�,, King County, Washington //i,vF IWASt`,1,0`� • CITY OF`RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 01 day of OCLky" 2000, I deposited in the mails of the United States, a sealed envelope containing Rer.Dot -I->:hi EK- 1/11( documents. This information was sent to: Name Representing Thvv To ' — RRbev -F I o v--e r- 1-kv\ r�vo U.)-ei, 1,00-oa a_ L T•ew. Sc akp1 v� GIsck k, De,�.e, 91-0..c_f (Signature of Sender) ' c'--k Se £'1--eK STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that -�A*‘cir& S_o kr signed this instrument and acknowledged it to be his/her/their free and voluntary act fore uses and purposes mentioned in the instrument. f� (� 1 e,1 MAHI . Notary u li n and for the State of hington NOTARY ~li LlG Notary (Print N KAMCHEFF STATE OF WASHINGTON My appointm�yt COMMISSION EXPIRES !!!R!T' `In P+^nn ate' Project Name: Lizivv\ S Pie)tWIll P Project Number: LUW 00 v--Is tcppial. 1 NOTARY2.DOC CITY OF RENTON HEARING EXAMINER PUBLIC HEARING JANUARY 02, 2001. AGENDA COMMENCING AT 9:00 AM, COUNCIL CHAMBERS, 7TH.FLOOR, RENTON CITY HALL The application(s) listed are in order of application number only and not necessarily the order in which they will be heard. Items will be called for hearing at the discretion of the Hearing Examiner: PROJECT NAME: Edmonds Preliminary Plat PROJECT NUMBER: LUA-00-075,PP,ECF PROJECT DESCRIPTION: The proposal would subdivide an approximately 1.78 acre parcel into 16 lots intended for construction of single-family residences. The proposed lots range in size from 4,349-sf to 6,880-sf. The subject property is zoned Residential-10 du/ac(R-10)which allows a maximum density of ten (10)dwelling units per acre (du/ac). However, a bonus density of 13 du/ac is allowed if all units are detached single-family dwellings. The proposal has a net density of 10.88 du/ac. The proposed lots front on Edmonds Avenue NE and have pedestrian access from this street. Vehicular access would be provided via a private road connecting to both Edmonds Avenue NE and NE 12th Street. The site is located west and adjacent to Edmonds Avenue NE, between Sunset Boulevard NE and NE 12th Street. PROJECT NAME: JACQUES 24TH STREET PLAT PROJECT NUMBER: LUA-00-127,PP,ECF PROJECT DESCRIPTION: Jim Hanson,of Hanson Consulting, has proposed subdivision of an approximately 77,505.16 sf(1.78 acre) property into 11 lots suitable for detached, single family houses. Lots would range in size from 4,565 sf to 8,959 sf. The property is located at 2232 NE 24th Street, in a Residential 8 (R-8)Zone,which requires between 5.0 and 8.0 dwelling units per net acre (du/a). Approximately 16,455.82 sf(0.38 acre)of the site would be a public right-of-way and therefore is deducted from the gross square footage of the site for density calculations. The net site area is 61,049.34 sf(1.4 acre), therefore the density is 7.86 du/a.Access would be from a new public street from NE 24th Street. This new street would terminate in a cul-de-sac. A modification from street standards has been requested to reduce the width of the public right-of-way from 50 feet to 42 feet. The applicant will be responsible for" half-street improvements (see Advisory Notes to Applicant).A minor amount of filling will be required during grading for streets and utility construction. The project is located at 2232 NE 24th Street in Northeast Renton, north of NE 24t Street between Aberdeen Ave NE and Edmonds Ave NE. Agnda City of Renton PUBLIC Department of Planning/Building/Public Works HEARING PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: January 2, 2001 Project Name: Edmonds Preliminary Plat Owner/Applicant Mr.Wendell Woodall Address: 618 Park Avenue North Renton, WA 98055 File Number: LUA-00-075, PP, ECF Project Manager: Steve Taylor . Project Description: The proposal would subdivide an approximately 1.78 acre parcel into 16 lots intended for construction of single-family residences. The proposed lots range in size from 4,349-sf to 6,880-sf. The subject property is zoned Residential-10 du/ac(R-10)which allows a maximum density of ten (10) dwelling units per acre (du/ac). However, a bonus density of 13 du/ac is allowed if all units are detached single-family dwellings. The proposal has a net density of 10.88 du/ac. The proposed lots front on Edmonds Avenue NE and have pedestrian access from this street. Vehicular access would be provided via a private road connecting to both Edmonds Avenue NE and NE 12th Street. Project Location: The site is located west and adjacent to Edmonds Avenue NE, between Sunset . _. Boulevard NE and NE 12th Street. -- e ;r•"I G(s'�_ ��sll c=_u�"__ ___r� :ICI' FN --tA- 1 �- -eG W Lv 1`1�=AIW L r it , 249Lyye 246 _ R�e 22B 213 216--^I _.I.�o Eq. e,,,.I`,, d- .1X OzJ • :rr rn, �� :N.E.I4TH ST.:� `� I n"".4i Wlil`.c�¢� i A .246ea"`5�------247- 23C ° .••,a ®., 6 _ Ee'e '^`y e ..p1'-iW:�'i •�:,, .e )9Le N O eI �4 '� ••e l_ 1------_'a-9 ,---- i I 229 Ei Z 9 °a ,r,r- ! fur • ,{ , ti \,�'�', •.e, ' ,,:1 e- -'- - Ls9 ., EI{`y���19=1_ ,0 scale 2Q0 I yL '. =C. a` -' :`7'5 ", f"i]iT-" I--a'i'' :caw xl 41 .s_! '-i I Z . -..' e-f. 1t n s °C t _r. ��I Liu J c 'l.J 1p�` s.c t ' c P°_�_•j..I: -c -•-N.E.-- +_ •—l2TH—'-—-•ST-e- -r, - '' - = - -N.E�-_`,2TH=•ST:-.�. -.-._.•_.- • ' ,c1 m, ' 1, 4 Jetc I I o.' 11 O' 'r, W a,er_M ., / ' [T i"I- i 17e.-1�. '.,"( ,• ,,. \,=I- w, l,,' r�, 41, 43 ::'. I` n'-_— W :,:'win ^, °1.. ••11•,.. Q, Q z5�,i4 = 9 Z,i'` AI.E. 3 s--- v•: y&'-,f`" E��•. 17 =]a:c Ll .e its -. P { =ate -' 0vE - u4 ' N�e IZ< � `(, 'n-+. J !I ,." 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'' 18 ❑"A4 ,;.LAUREL--HEIGHTS I ..!-- °,4W \- �a .ij 9'4J.,:-E; u + y2 qJ .t�: 'a ❑ A eonooNIN,UN A,,,-DA inuN -' ' V' ' ,eye < •9 '' 0 11 17 , '- I I ' '�—'—'I:.�1 — i, r`� ,��a+� 'n, ;yam •tv 'i .i^II „� }I. .ENN,E OMa.iS .I ' Z i' '�1°0 -16_ _______ b I_.r_c.- ua:i i. �'✓ ^ > a 38 id r • NE'2 -- - ,e.., 41,6.,10TH. „PL.;I1!°aic 411153II_rj i G\ 12 *74„* r ' �---- W JOHN ,�i1; °; ._,—,nR--r=', : J+ u .s t''age, +� /\t ,� ,}pI p, Q 1L I$ ---Sa,_RI 2ANA'TA Oe..,...Z.' ` -'1v[�8 ] �,al .I _ !'.'f, �'', �� ai .//, Ve �6Yi> ,D',3m7 O .b sue` � � r�, � �: ,�,'. . 4,. ti ,`,- City of Renton P/B/PW Department Prelim...:_ Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 Page 2 of 9 B. GENERAL INFORMATION: 1. Owner of Record: Mr.Wendell Woodall 618 Park Avenue North Renton, WA 98055 2. Zoning Designation: Residential 10 DU/AC (R-10) 3. Comprehensive Plan Residential Options (RO) Land Use Designation: 4. Existing Site Use: Undeveloped 5. Neighborhood Characteristics: North: Residential Single Family(R-10), Elizabeth Place East: Residential Multi-Family(RM-C),Apartment Complex, Convalescent Home South: Convenience Commercial (CC), Convenience Store/Gas Station, Tavern, Restaurant West: Residential Single Family(R-10), PSE Substation, Single Family Homes 6. Access: Edmonds Avenue NE and NE 12th Street 7. Site Area: 1.78 acres, 77,461 sq. ft. 8. Project Data: area comments Existing Building Area: N/A New Building Area: N/A Total Building Area: N/A C. HISTORICAL/BACKGROUND: Action Land Use File No. Ordinance No. Date Annexation 1795 10-6-59 Comprehensive Plan 4498 02-20-95 Zoning Code 4404 06-07-93 D. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Residential-10 DU/AC(R-10)Zone, 4-2-110F. Development Standards. 2. Street Standards,4-6-060. 3. Subdivision Regulations, Chapter 7. HEXRPT.doc City of Renton P/B/PW Department Prelim.:._.; Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 Page 3 of 9 E. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element- Residential Options (RO) F. DEPARTMENT ANALYSIS: 1. PROJECT DESCRIPTION/BACKGROUND The applicant, Wendell Woodall, proposes to subdivide a 1.78-acre parcel into 16 lots intended for construction of single-family residences. The site is currently undeveloped and covered by second-growth forest. The proposed lots range in size from 4,349-sf to 6,880-sf. Lots would gain vehicular access via a private road connecting to both Edmonds Avenue NE and NE 12th Street. The subject property is zoned Residential-10 du/ac (R-10) which allows a maximum density of ten (10) dwelling units per acre (du/ac). However, a bonus density to 13 du/ac is allowed if all units are detached single-family dwellings. When the area for the private street is deducted, the proposal has a net density of 10.88 du/ac. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971 as amended), on November 28, 2000 the Environmental Review Committee issued a Determination of Non-Significance, Mitigated. The appeal period for the SEPA threshold determination ended on December 18, 2000. No appeals were received. The applicant will be required to comply with the adopted mitigation measures. 3. COMPLIANCE WITH ERC MITIGATION MEASURES Based on an analysis of probable impacts from the proposal, the Environmental Review Committee (ERC) issued the following mitigation measures with the Determination of Non- Significance, Mitigated (DNS, M): 1. The applicant shall follow the recommendations of the Geotechnical Report prepared by Terra Associates, Inc. dated September 27, 2000 and the Addendum Report dated October 13, 2000, with regard to any site disturbance, preparation, or development activities. 2. The applicant shall limit site disturbance including clearing grading, utility and roadwork activities to the relatively dry months of April through October. If possible, site clearing and grading should be performed in stages, with the retaining wall constructed prior to clearing the rest of the site. 3. The applicant shall engage a qualified engineering geologist to observe the installation of all erosion and sedimentation measures at the site. Weekly reports on the status and condition of the erosion control plan with any recommendation of change or revision to either the maintenance schedules or installation shall be submitted by the project engineer of record to the Public Works Inspector. 4. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per single family lot. The Fire Mitigation Fee is payable prior to recording the subdivision. HEXRPT.doc City of Renton P/B/PW Department Prelin.. .; Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 Page 4 of 9 5. The applicant shall be required to pay a Traffic Mitigation Fee of$75 for each average daily trip associated with the project. The required mitigation shall be paid prior to recording the subdivision. 6. The applicant shall pay a Parks Department mitigation fee of $530.76 per single family lot. The required mitigation fee shall be paid prior to recording the subdivision. 4. STAFF REVIEW COMMENTS Representatives from various city departments have reviewed the application materials to identify and address site plan issues from the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. 5. CONSISTENCY WITH PRELIMINARY PLAT CRITERIA: _. Approval of a plat is based upon several factors. The following preliminary plat criteria have been established to assist decision makers in the review of the plat: (a) Compliance with the Comprehensive Plan Designation. The site is designated Residential Options (RO) on the Comprehensive Plan Map. The Residential Options designation is intended to provide a variety of residential alternatives including both single and multi-family development in areas with established infrastructure. Multi-family units are limited to a maximum of 50% of the development in (RO) designated areas. Additionally, small lot single family detached units are encouraged through bonus densities. The following Comprehensive Plan policies are specifically applicable. Policy LU-51 - The net development densities should be 10 dwelling units per acre. If 100% of the dwelling units are detached, a density bonus may be allowed to a maximum of 13 dwelling units per acre. Policy LU-54 -A maximum of 50% of units allowed within an individual RO development may consist of attached units, which includes townhouses, and small scale multi-family units. (b) Compliance with the Underlying Zoning Designation. The subject site has an R-10 zoning designation. Density in the R-10 zone ranges from a minimum of 7 to a maximum of 10 dwelling units per net acre. Additionally, the maximum housing density may be increased to 13 units per acre, provided that all units are detached. The proposed subdivision has a net density of 10.88 dwelling units per acre. The net density is calculated by subtracting the public street area (13,347-sq. ft.) from the gross acreage of the site. The number of lots is then divided by the net acreage to arrive at the density of the project. The minimum lot size permitted in the R-10 zone for detached or semi-attached dwelling units is 3,000 square feet. The proposed lots range in size from 4,349-sf to 6,880-sf. complying with the standard for minimum lot size. For detached or semi-attached dwelling units, the R-10 zone requires a minimum 30 foot lot width for interior lots and a 40 foot lot width for corner lots. There is a minimum lot depth of 55 feet. All of the proposed lots comply with the lot dimension standards of the R-10 zone. The preliminary plat includes setbacks showing potential building envelopes on the lots. There is sufficient lot area on all the proposed lots for the intended residential construction. The R-10 zone also requires a minimum of 10-feet of landscaped setback from arterial streets. In this case Edmonds Avenue NE is classified as a Minor Arterial and Sunset Blvd. NE is HEXRPT.doc City of Renton P/B/PW Department Prelind:..: Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 Page 5 of 9 classified as a Major Arterial and therefore, must be landscaped. Additionally the R-10 zone requires that all setback areas be landscaped. The applicant will be required to submit a landscape plan, at the time of building permit review, showing how all landscape requirements for the zone are met. (c) Compliance with Subdivision Requlations Lot Arrangement: Insofar as practical, side lot lines are to be at right angles to street lines, and -" each lot must have access to a public street or road. Access may be by private access easement street per the requirements of the street standards(Code Section 4-7-170). Lots 1 through 14 are configured with the side lot lines at right angles to the street lines. Due to the shape of the parcel, Lots 15 and 16 have side lot lines that are not able to be at right angles to the street line. Vehicular access to the lots is via a private street similar to an alley. Lots: The size, shape and orientation of lots shall meet the minimum area and width requirements of the applicable zoning classification and shall be appropriate for the type of development and use contemplated. All of the proposed lots meet the minimum lot area and lot dimension requirements of the R-10 zone. The building envelopes (the area available for building with respect to setback requirements)on all lots are appropriate for construction of single family residences. Property Corners at Intersections: All lot corners at intersections of dedicated public rights-of- way, except alleys, shall have minimum radius of 15 feet. The proper radius at the intersection of Edmonds Avenue NE and NE 12th Street will need to be dedicated to the City. (d) Reasonableness of Proposed Boundaries Access Lots 1 through 11 front on Edmonds Avenue NE and have pedestrian access from this street. Vehicular access is provided via a 20-foot private street connecting to both Edmonds Avenue NE and NE 12th Street. Lots 12 through 16 front on the internal street and pedestrian/vehicular access are provided from this private street. Along the site frontage, NE 12th Street currently consists of approximately 20-feet of paved roadway constructed in the northern 30 feet of the 60-foot right-of-way. The applicant will widen NE 12th Street to 32 feet of pavement and construct curb, gutter and sidewalk. Additionally the applicant will provide an approximate 50 feet asphalt taper to match the existing pavement west of the site. A November 10, 2000, traffic engineering analysis was submitted by Transportation Consulting Northwest, which addresses the project's trip generation, trip distribution and entering sight distance for the proposed intersection with NE 12th Street. Due to steep topography on the one block section of NE 12th Street just west of Edmonds Avenue NE, placement of this intersection was a concern. A past project approved on this site (Sarang Baptist Church, LUA-098-180) but never built and the plat of Elizabeth Place LUA-99-150 (located directly North across NE 12th), had conditions limiting entrée onto NE 12th Street to emergency access only. The study pointed out that the recent installation (6/30/00), of 4-way stop control at the Edmonds Avenue/NE 12th intersection improves the safety of the proposed intersection by creating gaps in the traffic flow. Platoons of vehicles can no longer turn onto NE 12th Street at one time; each vehicle must stop and yield to other waiting vehicles to proceed. Additionally, the project will be clearing vegetation and widening NE 12th to a full 32' along it's frontage. This means that prior to descending the grade, westbound traffic leaving or crossing Edmonds Avenue NE has unobstructed view for approximately 1,300 feet to Aberdeen Avenue NE. This gives clear view of any turning traffic at the site driveway approximately 160-feet west of the Edmonds Avenue intersection. HEXRPT.doc City of Renton P/B/PW Department - Prelim;....:;Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 Page 6 of 9 The study concluded existing conditions appear to offer sufficient sight distance and regulated traffic flows to provide for safe access at both driveways. It recommended the project access be approved as shown on the proposed plan will full access onto both NE 12th Street and Edmonds Avenue NE. The traffic report was review by the City of Renton Transportation Planning Section, which concurred with this conclusion. The Transportation Section recommended that the internal roadway be redesigned at the approaches to NE 12th Street and Edmonds Avenue NE to provide a less steep grade for improved sight distance. Staff recommends that the applicant establish a homeowners association or record a covenant to provide for the shared use and maintenance of the all easements, road and drainage facilities. Topography In general, site topography slopes down to the west-southwest. Slope grades along the eastern boundary of the site, adjacent to Edmonds Avenue NE, are generally steep to moderate with inclinations ranging from about 20 to 55 percent. Slope grades gradually flatten to the west- southwest with inclinations ranging between about 10 and 20 percent. Site elevations range from a high of approximately 320 feet in the northwestern corner of the site, to a low of about 272 feet at the southwestern corner of the property. The 40% slopes located on site were likely created during the construction of Edmonds Avenue NE. They are not classified as "Protected Slopes" because they do not exceed a minimum of 15 feet in vertical rise and therefore may be modified. Due to the steep topography, clearing and grading of most of the site will be necessary in order to construct streets, utility improvements, and to prepare building foundations. To assure the stability of Edmonds Avenue NE and NE 12th Street, the applicant is proposing a retaining wall from 2-6 feet in height along the steeper portions of the site. A rock retaining wall from 2-7 feet in height is also proposed along the western property line. The applicant estimates grading of about 950 cubic yards of soil material. Additionally, approximately 275 cubic yards of structural material will need to be imported for the road, building foundations and the structural wall along Edmonds Avenue NE. Terra Associates, Inc conducted a geotechnical evaluation of the site and a report dated September 27, 2000 was submitted for review. An addendum pertaining to the structural wall was submitted on October 13, 2000. The site is underlain with recessional outwash sand overlying Vashon glacial till. Soils are classified as Indianola loamy fine sand (InC) and Ragnar- Indianola (RdC). The report indicates that site soils will be susceptible to erosion when exposed and that erosion protection measures should be in place prior to and during grading of the site. In the opinion of Terra Associates, provided the recommendations of the report are followed, development of the site will not increase the potential for slope instability on-site or on adjacent properties, and the risk for such an occurrence would be minimal. _. However, due to the steep topography of the site and the need to clear nearly all vegetation, potential erosion impacts could occur during site preparation and construction. The Environmental Review Committee required several SEPA conditions regarding the timing of construction and installation of the Erosion and Sedimentation Control measures to mitigate the potential impacts from this project. Relationship to Existing Uses The subject site is located in a residentially zoned area. To the north, across NE 12th, is a single-family development zoned R-10 (Elizabeth Place)that is currently under construction. To the east across Edmonds Avenue NE, are an apartment complex and a convalescent center zoned RM-C. South, across Sunset Blvd. NE, is a Convenience Commercial (CC) zone developed with a Mini-mart/gas station, tavern and a restaurant. To the immediate west are an undeveloped parcel and a Puget Sound Energy substation in the R-10 zone. HEXRPT.doc City of Renton P/B/PW Department Prelim:..,.,Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 Page 7 of 9 (e) Availability and Impact on Public Services (Timeliness) Traffic The proposed subdivision is expected to generate additional traffic on the local street system. Based on the ITE Trip Generation Manual which estimates 9.57 average daily trips per single family residential lot, the proposed subdivision is anticipated to generate a total of 153.12 average daily trips for the proposal. The Environmental Review Committee (ERC) imposed a Transportation Mitigation Fee of$75 per average daily trip attributable to the project. The traffic mitigation fee is estimated to be$11,484. Police and Fire Police and Fire Prevention Bureau staff have indicated that sufficient resources exist to provide services to the proposed development, subject to the condition that the applicant provide required improvements and fees. The Environmental Review Committee (ERC) imposed a fire mitigation fee of $488 per new single family lot to compensate for increased demands on Fire Department services. The estimated fire mitigation fee is $7,808. The Fire Department requires a fire hydrant with 1000 GPM fire flow within 300 feet of all new single-family structures. Recreation Future residents of the subdivision would make use of existing and future City park and recreation facilities throughout the City. In order to mitigate for the impact of increased demand on City parks and recreation facilities, the Environmental Review Committee (ERC) imposed a park mitigation fee of$530.76 for each new single family lot. The estimated park mitigation fee is $8,492.16. Schools The subject site is located in the Renton School District. Staff estimates that single family plats generate approximately 0.44 children per single family residence. The proposed 16-lot subdivision would therefore be expected to generate 7 to 8 school age children. The School District has been notified of the subject proposal and responded that students from the proposed subdivision would attend Kennydale Elementary, McKnight Middle School and Hazen High School. The District indicates these facilities have adequate capacity to serve the development. Stormwater The applicant submitted a Level One Storm Drainage Report prepared by Touma Engineers dated April, 2000 and received June 7, 2000. The report indicates no evidence of concentrated flows leaving the site or documented downstream problems. Stormwater from the developed site would be directed to the storm drainage system in Sunset Blvd. and subsequently to Lake Washington. The report states that post-development flow would be under the threshold requiring detention but that a water quality facility is needed. A wet vault is the proposed for water quality, soils are conducive to infiltration of roof drains. The site will require a drainage plan and temporary erosion/sedimentation control plans in accordance with the 1990 KCSWDM as adopted by the City of Renton. Stormwater System Development Charges (SDC) of$525/single family lot will be required. Staff recommends that the applicant record an agreement for use and maintenance of the common stormwater facility. The project is located in the Aquifer Protection Zone 2. A Source Statement certified by a professional engineer is required for all projects involving the placement of 100-cubic yards or more of fill material. This Source Statement must be submitted with the building permit application. Notice regarding the Aquifer Protection Zone 2 is required on the face of the plat. HEXRPT.doc City of Renton P/B/PW Department Prelim::..:;Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 Page 8 of 9 Water and Sanitary Sewer Utilities Adequate sewer and water utilities are available to the site to serve the proposed residential development. The site will require one fire hydrant within 300' of each home per Fire Department codes/regulations. New water meters for domestic service will be required. Water (SDC)fees of$1105/single family lot will be assessed. The site will require installation of a new sanitary sewer main to serve the plat and side-sewer connections to serve each lot. Wastewater(SDC)fees of$760/single family lot will be required. Street Improvements Along the site frontage, NE 12th Street currently consists of approximately 20-feet of paved roadway constructed in the northern 30 feet of the 60-foot right-of-way. The applicant will widen NE 12t Street to 32 feet of pavement and install curb, gutter, sidewalk and streetlights if needed. Additionally the applicant will provide an approximate 50 feet asphalt taper to match the existing pavement west of the site. The internal roadway, which the applicant refers to as an alley, meets the definition of a private street. A 20-foot wide paved road in 26 and 30-foot easements are provided. The road must meet the appropriate construction standards of 4"of asphalt over a 6"base. G. RECOMMENDATION: Staff recommends approval of the Edmonds Preliminary Plat, File No. LUA-00-075, PP, ECF subject to the following conditions: (1) The applicant is required to comply with the Mitigation Measures that were required by the Environmental Review Committee Threshold Determination prior to recording of the subdivision. (2) The applicant/owner shall establish a Homeowners' Association for the maintenance of all common improvements (private road, stormwater facilities, retaining walls, etc.), or include a maintenance agreement note on the face of the final plat. A draft of the document shall be submitted for review and approval by the Development Services Division prior to the recording of the final plat (3) The applicant/owner shall include a Declaration of Covenant note on the face of the final plat, or record other legal encumbrance acceptable to the Development Services Division, that conveys the beneficial interest in the easements shown on the plat to the future owners of the lots. (4) The applicant shall dedicate the proper intersection radius at the corner of NE 12th Street and Edmonds Avenue NE. (5) At the time of construction plan approval the applicant shall revise the internal road design to reduce the grade on approaches to Edmonds Avenue NE and NE 12th Street. The final design shall be subject to the review and approval of the Development Services Division. (6) The applicant shall pay a Park and Recreation Mitigation Fee equivalent to$530.76 for each new residential lot. The Parks and Recreation Mitigation Fee shall be paid prior to the recording the final plat. (7) The applicant shall pay a Fire Mitigation fee of$488.00 for each single-family lot for development of fire prevention facilities. Payment of these fees will be required prior to recording the final plat. (8) The applicant shall pay a Traffic Mitigation Fee equivalent to $75 per each new average weekday trip attributed to the project. Trips are estimated to average 9.57 per HEXRPT.doc City of Renton P/B/PW Department - Prelir.;,,,..,,'Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 Page 9 of 9 household, per weekday. Payment of the Traffic Mitigation Fee is required prior to recording the final plat. EXPIRATION PERIODS: Preliminary Plats (PP): Five (5)years from final approval (signature) date. HEXRPT.doc • • CITY OF RENTON • DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-00-075,PP,ECF APPLICANT: Mr.Wendell Woodall PROJECT NAME: Edmonds Preliminary Plat DESCRIPTION OF PROPOSAL: The proposal would subdivide an approximately 1.78 acre parcel into 16 lots intended for construction of single-family residences. The proposed lots range in size from 4,349-sf to 6,880-sf. The subject property is zoned Residential-10 du/ac (R-10)which allows a maximum density of ten (10) dwelling units per acre (du/ac). However, a bonus density of 13 du/ac is allowed if all units are detached single-family dwellings. The proposal has a net density of 10.88 du/ac. The proposed lots front on Edmonds Avenue NE and have pedestrian access from this street. Vehicular access would be provided via a private road connecting to both Edmonds Avenue NE and NE 12th Street. LOCATION OF PROPOSAL: The site is located west and adjacent to Eclmonds Avenue NE, between Sunset Boulevard NE and NE 12 h Street MITIGATION MEASURES: 1. The applicant shall follow the recommendations of the Geotechnical Report prepared by Terra Associates, Inc. dated September 27, 2000 and the Addendum Report dated October 13, 2000, with regard to any site disturbance, preparation, or development activities. 2. The applicant shall limit site disturbance including clearing grading, utility and roadwork activities to the relatively dry months of April through October. If possible, site clearing and grading should be performed in stages,with the retaining wall constructed prior to clearing the rest of the site. 3. The applicant shall engage a qualified engineering geologist to observe the installation of all erosion and sedimentation measures at the site. Weekly reports on the status and condition of the erosion control plan with any recommendation of change or revision to either the maintenance schedules or installation shall be submitted by the project engineer of record to the Public Works Inspector. 4. The applicant shall pay the appropriate Fire Mitigation Fee equal to$488 per single family lot. The Fire Mitigation Fee is payable prior to recording the subdivision.. 5. The applicant shall be-required to pay a Traffic Mitigation Fee of $75 for each average daily trip associated with the project. The required mitigation shall be paid prior to recording the subdivision. 6. The applicant shall pay a Parks Department mitigation fee of $530.76 per single family lot. The required mitigation fee shall be paid prior to recording the subdivision. mitigationmeas CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-00-075,PP,ECF APPLICANT: Mr.Wendell Woodall PROJECT NAME: Edmonds Preliminary Plat DESCRIPTION OF PROPOSAL: The proposal would subdivide an approximately 1.78 acre parcel into 16 lots intended for construction of single-family residences. The proposed lots range in size from 4,349-sf to 6,880-sf. The subject property is zoned Residential-10 du/ac (R-10)which allows a maximum density of ten (10) dwelling units per acre (du/ac). However, a bonus density of 13 du/ac is allowed if all units are detached single-family dwellings. The proposal has a net density of 10.88 du/ac. The proposed lots front on Edmonds Avenue NE and have pedestrian access from this street. Vehicular access would be provided via a private road connecting to both Edmonds Avenue NE and NE 12th Street. LOCATION OF PROPOSAL: . The site is located west and adjacent to Edmonds Avenue NE, between Sunset Boulevard NE and NE 12 h Street Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. FIRE 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures.. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structures. 2. Access roadway requires 20 foot paved roadways and shall be identified a Fire Land per City Ordinance. . PLAN REVIEW WATER 1. New water meters for domestic service and water (SDC) fees of$1,105/single family lot will be required. SANITARY SEWER 1. The site will require installation of a new sanitary sewer main to the plat and side-sewer connections to serve each lot. 2. Wastewater(SDC)fees of$760/single family lot will be required. Edmonds Preliminary Plat LUA-00-075,PP,ECF Advisory Notes (continued) Page 2 of 2 SURFACE WATER 1. The site will require a drainage plan and temporary erosion/sedimentation control plans in accordance with the 1990 KCSWDM as adopted by the City of Renton. 2. Surface water(SDC)fees of$525/single family lot will be required. TRANSPORTATION 1. NE 12th Street frontage will require curb,gutter, sidewalk, street paving and streetlights. 2. The on-site roadway will require a 20'wide street paving (asphalt)with 25' inside radius and 45' outside radius to meet Fire Department Codes/Regulations. 3. The proposed on-site retaining walls will require a structural engineer's approval for design and a special inspection to ensure walls are constructed per approved design plans/specifications. 4. A traffic mitigation fee of$11,484 will be required. • • advisorynotes o LUA- d- LND ,II - II GRAPHIC SCALE • W a 1.0 J I Cr) .(IN FEET) • 1 Inch 40 (L EDMONDS AVENUE NE BENCHMARK 1 - \ \ `1 \ \ \ • \ \ \ \ \ \ I I ( I / SO039 23"W o — - , - 1 i / 50039C23'W 0 00 — ) — —L- — �' \ — \ — \ — I -)) ( / 2so ,i- -:rlfi --- - -----�l�-f--- s -- / / C CB c I l _ / / 1 , / ) -7i, — — ft��Tl�/i�.�i ����� \, ` -4�75.12�'�1 _�A1 _—L�� � _v j�� k ° / c r 32. .E 4-;'��,/y�'y `�_'a\` #�i'._ --— `���\�"•_j-4gAi�/ �rVie Ate'�_'I---- /7- 'Y-LP j>---. ;✓/ A; o 1 Ion i — 31 1-` 9 / �i.hl fry - - �310�__ _ _ Y �-� 12 I` �� 16� � i / / � / I7I// Lyi �I -- - ter — i_ �� � 0 / i , / F� i 'Y W w 7= 2— =� 4— -- � 7 ' 71 _ � � � I�- /29 ///// / \:/ .c �/0 1 LL "rN�s 16 .;,��_-1 — — — — ^ 300 �. �///1� / •pis° it:4., --• h � I l -T - SV /1_- 1. I r - l.47GI� , / �i r „ —282 _ __ _ _ 4j /l S009'13•w 48ao� —/ - - - I ' \ / 4 � -- --- • / � ' 707 • �N ., I IT-2 ///1// I S- �N SLOPE LEGEND - , ` / Z itl 1 n 'I/ I SU 0%TO 252 // f / . • - -- '- ' I \\\/ / ' / 25R TO 40% / \\\ / ' / _I I 40A&STEEPER h� 1 / p 4 • • • • REV.NOV.2000 H.r.. EDMONDS PRELIMINARY PLAT 4/°': ,' SLOPE ANALYSIS ,n- TOUMA ENGINEERS WEST VALLEY BUSINESS PARK �f' \\ : � DWN.BY GJS DATE JOB NO. ` 70�.p 6632 SHAM17H 191ST HAM SURE E--102•ELSE WA 98032 7198SLOP.DWG MAY, 2000 719-008-201 i 4"`�I 19T4®.' z PHONE(425)251-0665 FAX(425)251-0625 I CHKD.BY SCALE SHEET %, TJw7RLS 0/22An • a, n` M.H.T. 1"=40' 1 OF 1 SURVEY NOTES: PORTION OF THE NE 1/4 OF THE NE 1/4 L(JA- INSTRUMENT: NIKON TOTAL STATION D7M-A10LG SECTION B, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. • (5 SECOND INSTRUMENT). CITY OF RENTON, STATE OF WASHINGTON LND METHOD USED: FIELD TRAVERSE WITH ACTUAL • 2 w - P. FIELD MEASUREMENTS AND ANGLES ' WAC 332-130-070 PLAT DATA DATE'OF SURVEY: MARCH 2O00 NE 12TH ST 0 BASIS OF BEARING: NE 12TH STREET BETWEEN CAMAS AVE. NE& TOTAL AREA - 77,461 SQUARE FEET(1.78AC) 2 2 %a NE EDMONDS AVE NE(N8933'22'W) 1I STREET R/W DEDICATION AREA - NONE • SS2 BENCHMARK: CITY OF RENTON M0N/57 ELEV=326.43'(99.49661) ZONE - R10 Q 3'FLAT BRASS DISC WITH 1P AND A PUNCH MARK ON I GRAPHIC SCAT E PROPOSED NUMBER OF LOTS - 16 12., us SITE A CONCRETE POST MONUMENT DOWN 0.5'AT 7HE 1" o m fee DENSITY - 16 LOTS, BASED ON 10 DU/ACRE 4 0 INTERSECTION OF NE 127H STREET&EDMONDS I L m /o AVENUE NE. n A BENCHMARK I I r- w p (IN FEET) NF C O.R.M01M57 I I I hH,= 40 tL I SUNSFl I • .$ �- —$ -- -- — —$—- -- —$-- -- - - - -I- --- - - -- --$--.-- — — — eel--? ' . EDMONDS AVENUE N VICINITY MAP I - - o S00 59 23"W 473.36' - - - - - - - 0 -- - � - 405,12' pEl- _ _ ' `�• t5 M 32.00' 32.00' J2.' " 32._00' •32.0,'' 32.01 `"B-'�:y7 _AT y,... �'1` :p2 ,;... J2 70 \� - ,> h�1IJ F'i i I l I I e2 Nl M P I �.tt��M a w, I 16k M , 13' 1 !/- 5O3/"5, ^�I y� T1Sg3$dON I72h1O�I M I 1E f I I I 4'N I I 1 I""f ell I I I �„ I `6 Q"�i rTM .. Yr``_ v..""f - 00 �- rA I I I , I I I I I I I I I I I I di L '!% B _ - I :V r �7 F .I , 3 .I 4 �M ,I ' ; 7 N B W I 9 =N I ,O :N I „ �DD59z3' �� Y1' y ' TnE .#2,71 pc" �i i 4il',.:Zs01u .i1i .5 Ji 0 I--93.34= 5 ,' ob. :'��G91 21 /5 b, J 't,iTti ` ,:ll,y '47"�,. 'F b��b I 37-' �� 0,, • 7'a' 1 I I �y' I �i I I �j I I o I 13 3 9 ' G H ..W� �_J L_J kws ,4J L_J L_J L_J L_J L TJ %", J I__ m I I s I . 14Sr o rye' F �. y b 12-7664 - L---- 44 ' 5d� Nfo/ 26 PRlVA1EIIIIIII �, ILJ .�ru 0 v / Ct �70 10 S 00.. x /ag V) .._k._.:= • 5'*0059 23"W 488.07' / \ J\5/ � {...�F J 18'M Y. f—° '— I LEGEND LINE TABLE 0 o / p T�I�fJ COFIF£FIR / LINE LENGTH BEARING N I I I I 1 r C- CEDAR TREES TO B6 RETAINED,','' L1 13.36 $1330 J1'W 1 I I SUB/ 1 •' . L2 8.22 N423159'W I h I • L • Qy DECIDUOUSA -ALDER // / 2 I M I I COT MAPLE COTTONWOOD CURVE TABLE • / 1 s I LF- / CURVE LENGTH RADIUS DELTA TAN ,4 1 LEGAL DESCRIPTION I / / C1 39.51 25.00 9032'45" 25.24 -- M I BEGINNING AT THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF � / rn0, SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM., IN KING COUNTY, WASHINGTON;• 2 I 30 FEET WEST OF THE NORTHEAST CORNER OF SAID SECTION 8; THENCE WEST ALONG THE NORTH / I BOUNDARY LINE OF SAID SECTION, 145 FEET,; THENCE SOUTH PARALLIEL TO THE EAST BOUNDARY / / OWNER/DEVELOPER L LINE OF SAID SECTION 638.93 FEET, MORE OR LESS, TO THE NORTH LINE OR MARGIN OF PRIMARY I I— — -STATE-HIGHWAY.N0.-.2;_THENCE_IN.AS0UTHEASTERLY DIRECTION ALONG THE NORTH LINE OR / ROBERT&NANCY FLORER MARGIN OF SAID PRIMARY STATE HIGHWAY ND. 2, TO-A-POINT 30 FEET-WESTERLY-OF-THE-£A3F — — - & JOHN S. BANCHERO 1 BOUNDARY LINE OF SAID'SECTION 8, AS MEASURED ALONG A LINE PROJECTED AT RIGHT ANGLES / 12228 NE 1127H PL. #AI TO SAID EAST BOUNDAR)1 LINE• THENCE 1VORTH PARALLEL TO AND 30 FEET WESTERLY OF THE / KIRKLAND, WA. 98033 SAID EAST BOUNDARY LINE OF SAID SECTION TO THE POINT OF BEGINNING; EXCEPT THAT P0RT10N CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 655879, OR PRIMARY STATE HIGHWAY NO. 1; AND / / ENGINEER/SURVEYOR EXCEPT THAT PORTION ThEREOF BEGINNING AT A POINT 75 FEET NORTHEASTERLY AND OPPOSITE / TOUMA ENGINEERS --- HIGHWAY ENGINEER'S STATION 48+00 0 THE A-LINE CENTER LINE OF Br 405, NORTH RENTON ,' / . 6632 S. 191ST PL., SUITE E-102 INTERCHANGE; THENCE NORTHEASTERLY IN A STRAIGHT LINE TO A POINT 30 FEET WESTERLY / KENT, WA. 98032 DA YTON AND OPPOSITE HIGHWAY-ENGINEER'SSTATION 23+50 ON THE 7167H AVENUE CENTER LINE OF SAID. / . PH. 425-251-0665 _ PROJECT; THENCE NORTHERLY TO A POINT 30 FEET WESTERLY AND OPPOSITE HIGHWAY / . _____IENGINEERS STATION 23+1'5 AND THE ENID OF THIS LINE DESCRIPTION; AND A VENUE NE EXCEPT THE NORTH 30 FEET CONVEYED TO THE CITY OF RENTON BY INSTRUMENT RECORDED. • UNDER RECORDING NUMBER 7906250755.1 I • �`R H.•TDG a� EDMONDS PLAT TREE PLAN _ I• A BERDEEN A VENUE NE B o . '-. TOUMA ENGINEERS FOR R & R LAND INC. •t NEST VALLEY BUSINESS PARK CITY OF RENTON M0N�71 1 .+T T 6 DWN. BY GJS DATE JOB NO. TOP 2.5"DISK SET IN CONCRETE . '70.g d' 6632 SOI77H 191ST PLACE 51117E E-702•KENT,WA 98032 71908PPL.DWG 'MAY, 2000 719-008-201 VA MONUMENT(3/00) - ' •tii I;t:o'18190' PHONE(425)251-0665 FAX(425)251-0625 ` NAL UP CHKD. BY _ SCALE SHEET 227922• 1/22/01 0 M.H.T. 1"-40' 1. OF 4 • • • • • SURVEY NOTES: POR770N OF THE NE 1/4 OF THE NE 1/4 LUA— INSTRUMENT. NIXON TOTAL STATION OTM-ATOLL SEC710N 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. • (5 SECOND INSTRUMENT). CITY OF RENTON, STATE OF WASHINGTON LND METHOD USED: FIELD TRAVERSE KITH ACTUAL " FIELD M ASUREMENTS AND ANGLES • PLAT DATA TA ,2 WAC 33-130-070 Q' DATEIOF SUR : MARC 12000 PLAT DATA NE 12TH ST o e BAST$OF BE INC. NE((2TH STREET BETWEEN CAMAS AVE NE k I TOTAL AREA - 77,461 SQUARE FEET(1.78AC) 2 i %z . I NE EQMONDS AVE NE(N893322'W). iI STREET R/W DEDICATION AREA - NONE �" BENCHMARK.• OILY OF RENTON MON157 ELEV=326.43'(99.496M) . ZONE - R10 e ¢ ¢ �9 BENT ',.f7AT BASS DISC WITH X'AND A PUNCH MARK ON .1'CONCRETEPOST MONUMENT DOWN 0.5'AT THE I GRAPHIC SCAI.�E PROPOSED NUMBER OF LOTS - 16 W ¢ SITE H IN 'RSEC7I N OF NE 121H STREET&EDMONDS I ,,, DENSITY - 16 LOTS, BASED ON 10 DU/ACRE a U . i A I NUE NF,. I m .m v BENCHMARK w I e w ' .0.R_MON 57 I I I 1 Inch FEET. T 1t "v``�s / / n� o L I r✓tir• e / EDMONDS AVENUE NE 5+50-EDMONDS AVE NE • _ • _ - - - �/=7+15-PVT. ROAD T INITY MAP % o SO059 23'W 450.00' - - - - _ �-�I' - - - — i47s —T = = 30.00' JQOO' 30.00' 3Q00' JQ00' JQ00' 30.00' Jam' JO.CO' JdOD' 6(LIXI 1d,. �•`>:OfI 1• _' 1 r, N _ Y#,r -1 ry rN r� r r r r� r r ry r 1 TO'70' _ r7 t / • w 41¢ 1 I^QI I ^¢1 I �QI Iv',4I I "1 ,l lyc,l I "col I 'nut I "c,1 I �� 4, 19.45 I• i •'CZy ` / ram¢ ram¢ n¢I $ IOAC� BI 0 •-� 4 7 O N'.? I I °iol I'aial I ?jai I �¢I I ^¢I I N. I �¢ Q' $96 30.70' '� v a, ' mom+ °io o, °;a 1 I qm1 I S0,1 I qm 1� a O W m,, I Iho1 I hot I hot I a'� v vo 0 0 0 0l I ,n �•�� e 1 n ul 1 I•v I I d' I I o I I ' I I ' I I e' I I ' I I v�I I a'c,I v In 41 MF/ry7ry 7 AEI -n �-4,9060..11 AC 9 SF pwp.. -_, /� N of 1 l 1 2 W, 3 4 I 3 6 ,I 7 1 8 I 9 I 10 1 11 ` S005B-2J'IV-1 I J'Y k 1s Y I J SBi•TyrE- / 6,213.4/SF re' " 8 8 8 8 8. $ 8 8 g }" awe, I 8 762B' 0.1YAc yo NOY >' Y , NIO,'CO ' 1 R' 1 R I • I R I I I I I R i 640.0 C �'N 600134YE ` ' ��y1 4,e•';1PF" L_ L_J L_J L-J -J L-J L-J L-J L-J L_J L-�°. I 13 I I IBL94'-- �59 A°G \ / I� I 2 I—JO'PRNATE EASEML4 2' ' /jERBL L_J 0 I 'moo' Try `�O/ W y,T o % Imp 556.2 SF / \1 V W 012 AC / a ,' / ct \ O ry - - -. - - _ - L_J 404P \ ,, , `--- 3n00' .TT100' NT .x1.00' T/I TOOT VINT JO/M1 .7Iro 71M 0Ot*' _ 6B07' ,',� - 07 000000000 , S0059'231W 481I07' • / -`\�/ • p• 0 i z ON AQUIFER PROTECTION NOTICE / v • LINE TABLE Cj I THE L075 CRFATED HEREIN FALL WITHIN ZONE 2 OF RENTONS / LINE LENGTH BEARING (v �- �j� r AQUIFER PROIECRON AREA AND ARE SUB,.ECT TO THE REOUIRE'MENTS LI 622 N423159'W 5°6- OF THE CITY OF RENTON ORDINANCE/436Z. THIS CITYS SOLE / N J , • SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW I.' h I AQUIFER UNDER THE CITYS SURFACE. THERE IS NO NATURAL BARRIER •' / W BETWEEN THE WATER TABLE AND GROUND SURFACE.EXTREME/CARE SHOULD,'/,, Z .4 i • - BE EXERCISED WHEN HANDLING ANY LIQUID SUBSTANCE OTHER THAN , / CURVE TABLE • WATER TO PROTECT FROM CONTACT WITH THE GROUND 6/ SURFACE./T IS THE HOMEOWNERS RESPONSIBILITY TO Pg IECT �t CURVE LENGTH RADIUS DELTA TAN N 1 LEGAL DESCRIPTION THE CITY'S DRINKING WATER. / 5' / Cl 39.51 25.00 9032'45' 25.24 - - "--' r•) BEGINNING AT THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF / / • m SECTION 8, TOWNSHIP 23.NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; 2 30 FEET WEST OF THE NORTHEAST CORNER OF SAID SECTION 8; TH CE WEST ALONG THE NORTH BOUNDARY LINE OF SAID SECTION, 145 FEET; THENCE SOUTH PARALLEL TO THE EAST BOUNDARY / / LINE OF SAID SECTION 638.93 FEET, MORE OR LESS, TO 7HE NORTH LINE OR MARGIN OF PRIMARY I— — -STATE HIGHWAY NO 2_77IENEEJAL A.SOU1_HEAS7ERLY DIRECTION ALONG THE NORTH LINE.OR / / OWNER/DEVELOPER MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 2,TOTPONT30 ftZ:l-WESTERLY-OF-THE-EAST— — -/ I WENOELL WOODALL BOUNDARY LINE OF SAID SECTION 8, AS MEASURED ALONG A LINE PROD C7ED AT RIGHT ANGLES 618'- PARK AVENUE N. TO SAID EAST BOUNDARY{LINE,' THENCE NORTH PARALLEL TO AND 30 F�T WESTERLY OF THE / RENTON, WA 98055 ) SAID EAST BOUNDARY LIE OF SAID SEC ON TO THE POINT OF BEGINNINN, EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CUSE NUMBER 655879, OR PRIMARY STATE HIGHWAY NO. 7; AND 6I / ENGINEER/SURVEYOR - / HIGGEPT THAT PORTION HWAY ENGINEER'S STA17ON048++00F NONI THE ANING AT A LINE CENTER LINE POINT 75 FEET OF405,LNORTH.RENY AND TON SITE / / •6632 S.TOUMA E191STEPL., SUITE E-102 INTERCHANGE,' THENCE NORTHEASTERLY IN A STRAIGHT LINE TO A POINTI30 FEET WESTERLY I IKENT, WA. 98032 DA YTON — AND-OPPOSITE-HIGHWAY-rNGINE£R'S STATION 23+50 ON THE 116TH AVENUE CENTER LINE OF SAID PH. 425-251-0665 PROJECT; THENCE NORTHERLY TO A POINT 30 FEET WESTERLY AND OPPOSITE HIGHWAY • ENGINEER'S STATION 23+175 AND THE END OF THIS LINE DESCRIPTION; AND I . A VENUE NE EXCEPT THE NORTH 30 FEET CONVEYED ITO THE CITY OF RENTON BY IN517RUM£NT RECORDED l REV.NOV.2000 UNDER RECORDING I NUMBER 79 0 6250 755.I •• a BT TEL rD 1 ' EDMONDS PRELIMINARY PLAT °`�, �'' TOUMA ENGINEERS _ ABERDEEN AVENUE NE , CITY OF RENTON MOW: ,' r WEST VALLEY BUSINESS PARK DWI. BY GJS DATE JOB NO. \ TOP 2.5"DISK SET IN CONCRETE 1� 9'70 ( 6632 SOWN 191ST PUCt.SUITE E-102•KENT.WA 950J2 71908PPL.°WG MAY, 2000 719-008-201 MONUMENT(3/00) .If{\•'• •,.-- C PHONE(425)251-0665 FAX(425)251-0623 � • LT.0 CHKD. BY SCALE SHEET IPS9 0/22/01 M.H.T. 1"=40' , 7 OF 4 PORTION OF THE NE 1/4 OF THE NE 1/4 LUA= SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. O LND , CITY OF RENTON, STATE OF WASHINGTON a • q ^ W GRAPHIC SCALE I U w160 y V) (1W FEET) N 16•GV IN EX SSMH. EDMONDS AVENUE NE "°°h e 40 LL BENCHMARK 4( CONC. VLT. RIM=324.93 EX CB REX B IMC283.29 1 2 1E=316.53 GR=310.67 • EX SSMH 1E=308.62-8' RIM=305.47 5+50-EDMONDS AVE NE 1E=275.09-24'W o 1E=298.05 =7+15.00-PVT. ROAD 1E=276.09-24 N / 1+00-EDMONDS AVE NE I o RELOCA\ EAD✓u r ry \, 500391231W 4\,10.00' \ \ ` ` —\ POW£R VA/LT i - = B 441_ JBACB $ 8W302 Q81002 giirE Ii -r--.1 —, —7—r— SS� I 310 ?�:/�� — v u --•""-/ / •N' I- ze `° �'�;e. SSMH �!rJ . 3�- �I� — / / r r RIM- 2.96 WIDEN ASPHALT, L. w" Ina IJL F16• 0. /� !.,4 �` '-' ^^' '` Q� /� /� e iD19 » __ / / INSTALL NEW CURB, 1 F _ 0. ,_ - i ' ,�i `x EL7 'iT7 .� %1 - A ,•:t ^ / / NEW SSMH CUTTER&SIDEWALK�11�-�.� In Gig• ,'•%� 6111 A ^ . or, =J1o � ' 1 rF- `' alma '. �IRM�- , e„, ,9Ji! _.. %s, �- A /. OD �- pmor-- �011s- 29� �� �i / s>:/ 900 w tF=29s /`-- !Dean u 'C';► ram'—" _-;.' �zN y" , B I �mm ��� '•� 6 a u�l�lr 5 / �y s r 8+35 NE 127H ST Vi9i* i�.� �h��esE �� � ��,TF=,.• `1��� '290/ iA, ' V -1+00 PVT 7H . Is` i 4 Or / / EL=298.57 1n �p,T ���� � �1�04. � � ��� 29sIwEI�:� -���. .1L tieGQ�� � i 460/ ON kJ 1so. �:vifngan.F=16 3+00 0l� pl y J #; �\,/ ASPHALT C ,IdC%1WaWlG � t �.._���_-,�+,: \�c/ APRON qa.-+-enter e _ •, -r+ .-.....se'.',.." '� �•��-' i� =II�je .4' " ''. �/ so'ASPHALT V) ij / '9-.,F• 799- — — SOO S9' 3"W 488. —TW 284 �� � 4S/ . r 7,r -RWs2— �7 /TW3:, nw2s� \ TAPER 0 :8 289 BW 277 AC PAVING. '�- 222"i BW 284 I TW 282 BW 277^%�'1GAUCT BW 276274 t -\ "�I �'jW/9 BW . -- / ••, J NI ' LEGEND EX CB / / 0N TF = TOP FLOOR ELI V. NEW SSW- RIM=WL83 � '`%. / / "(AT� LF = LOWER FLOOR(ELEV. FEE'z64.6 2Z1' / . kJ I h / I 0-5 GF = GARAGE FLOOR ELEV. / ;`5� 1, / TW = TOP WALL EL V. ;'I _ / 3o' // BW= BOTTOM WALLI ELEV. / tPyta� ti i ell3 CC 14'f 1 ?' MIN. MIN. — _ _ — • • / / / . 4-COMPAC7ED DEPTH CLASS B- f , ASPHALT-2 DFTS REQUIRED / 2T MIN 2X MIN � 1 / 6-COMPACTED DEPTH-CRUSHED Y `1:‘ / 9 SURFACING TOP COURSE 5 2-AC/CLASS B- 20'OF PAVING FOR PRIVATE SURFACING(MIN. SECT) ''; / 12-GRAVEL BASE AS NEEDED ACCESS AND TO'FOR ALLEY / QJ/ / • . —— - 2-CRUSHED SURFACING TOP COURSE(5/8'MINUS) I ,,,, 4 / ROAD SECTION NE 127H STREET EX SSMH 4'CRUSHED RFAC C /% NTS ' RIM=279.21 BASE COURSE-I/4 MINUS) / IE=273.11 I • GRAVELTA BASE A NECESSARY `•`•"` i TO STABILIZE PAVEMENT REV.NOY.2000 PRIVATE ACCESS AND os x.r, EDMONDS PRELIMINARY PLAT PRIVATE ALLEY SECTION W TOUMA ENGINEERS NTS U77L177ES& GRADING PLAN �„. `' WEST VALLEY BUSINESS PARK DWN.BY (,`f$ DATE JOB NO. •'D.70 ( - 8622 SCUM 191ST PLACS SUITE E-102•KENT,WA 98022 ;' Ism ' PHONE(425)251-0665 FAX(425)251-0625 71908GRD.DWG MAY, 2000 719-008-201 • S' " CHKD. BY SCALE SHEET �;,,,,,,,,,,,,,,,,,,,,,,,,,,,, M.H.T. 1-=40' 2 OF 4 • PORTION OF THE NE 1/4 OF THE NE 1/4 SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE.OF WASHINGTON 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 • 340 340 1- C N 320 320 _ Q 5+50- EDMLNDS AVE NE J m =7+15.00-PVT. ROAD W ��•-__ EL=302.82 2 • 300 • y ` EX. S7RETT CEVTERLfNE - 300 -''� `' /PROFILE 5- �/ SCAB£ • HORZ 1"=40' 280 VER.1 J D' 280 DATUM ELEV 270.00 a a N. CO o '1 O CO M oS N h '1- ,o a h h M .h h h . h h N Vi N N N N N 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 • EDMONDS AVE" NE , REV 0CI 2000 OR `ram,,, EDMONDS PRELIMINARY PLA T Via, ! °.. TOUMA ENGINEERS EDMONDS AVENUE NE k�•• EXISRNG PROFILE : ,.3� WEST VALLEY BUSINESS PARK DVM. BY GJS DATE JOB NO. A i F ", : 6GN 271!5 925 Z,:C$}// EfT02A• N)2W/9a2s 71908GRD.OWG MAY, 2000 719-008-201t • 6019+ID a/az/m CHKD. BY SCALE SHEET M.H.T. 1"=40' 3 of 4 • 1+00 2+00 3+00 4+00 5+00 6+00 7+00Q i o. i Fs 75'/f, 25 V: 50'VC , t� 300 z� - . 300 ti \ A KT280 . • 8'38NF12THST ---� =7+00 PVT Rt. EL=298.57 . . SCALE HORZ 1"=40' - • • VERT 1"=10' DATUM ELEV ' 260.00 7 O O of M ^ O to to •- 0 7 h obi O es: bW b ,o m n n .'1 of NNo N N N N N N N N N N co N ' 1+00 2+00 3+00 4+00 5+00 6+00 7+00 PRIVATE ROAD • • 8+00 9+00 10+00 340 340 • SAWCUT AT EDGE OF ASPHALT.. AND EXTEND TO NEW CURB,.CUTIEP AND S&OE WALK AT 2%7ROSS SLOPE - ' 320 ' 320 EX STREET 0 CL i INTERSE':770N NE 12Th ST. �' 8.38 NE 127H ST , =1+00 PVT RD. L1 298,)/ 300 a ' 300 • • SCA_E HORS 1'=40 VERT 1"=0' • 280 280 • • • REV.OCT.2000 DATUM ELEV • 270.00 a EDMONDS PRELIMINARY PLAT O N O • of N v �R Tr • cif, 0i a o o ot? �j NE 127H STREET&PRIVATE ALLEY N N "1 o N N �� rn! TOUMA ENGINEERS N N h !7 h y...ay: % EXISTING&PROPOSED PROFILE /.- WEST VALLEY BUSINESS PARK DWN.BY DATE JOB N0. 8+00 9+00 10+00 c:,, SI 6632 SIXl/H 19/ST 665 SUM E-102•IrHT WA 6e032 GJS MAY, 2000 719-008-201 1' ? PHONE(423)2s1-0665 FAX(425)25/-0625 71908CRD.DWG NE 12TH STREET ' " CHKD. BY SCALE SHEET `s„„„„.....,.,°/„/o:.. M.H.T. 1"=40' 4 or - D4 . 5T23NR5EE1/2 1 I -- ----- v _L_�i..._.r ...0 ------ f L - - _ � ; � _ -L_ - 2 R — 8 Cf 1 \x‘ \ P -N- 12 th t•�- 1 i 1 \\ �_._ - Q m R-81 1 •-mt AMIL _ _ 1 r H _J Jim 41• —REPII .5Z. �11.0-- a . \ / ' --(1)- I '. V \ R/— 1 2' —____. _ __ R M 7_I 7 r......„ Rm, 1 11 — ------- . . a) RM—� _._T _ _� c -. - -- -� T --- -- ri =, °' --lE ifOhJ RM I _ r _ I jISM I �, � . IT � 9itti/ — a"- 11 I I I I I II --1 RM I —� .e_ _ _ _� � � i--y. ---1- 1-= I— i -trO 1 — ---1--_-_ ___y_ _se 1 / ..-- --- - ----1 1 I R 8 _ -CZ- - _ , 7 .-1. 11-‘ -48' -r:- 1 I ---L Ll ' Cr- ' . - ir- 00- - --- R' ' or H ba \ ---- ---ekil vii:Zr --8,t.:61-T1,91-Q!I is i ! 1--- 11 to) R-8 e. Piit: ___—_:!7_-_ ' 1-76-_-.2.77-8 i I --- 1. :9,3=L- --- R — 8 c 4., t$ CITY I' RENTON ..� Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator December 19, 2000 Mr.Tom Touma Touma Engineers 6632 South 191st Place, Suite E-102 Kent,WA 98032 SUBJECT: Edmonds Preliminary Plat ' ' Project No. LUA-00-075,PP,ECF , Dear Mr.Touma: • This letter is to inform you that the appeal period has ended for the Environmental Review Committee's (ERC)Determination of Non-Significance Mitigated for the above-referenced project. No appeals were filed on the ERC determination. The applicant must comply with all ERC Mitigation Measures. " A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the seventh floor of City Hall,1055 South Grady Way, Renton,Washington, on January 02, 2001, at 9:00'AM to consider the Preliminary Plat. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report is enclosed. ' If you have any questions, please feel free to contact me at(425)430-7219. " For the'Environmental Review Committee, , Al)//4 Steve Taylor . Project Manager • • cc: Mr.& Mrs. Robert Florer/Owners Mr.John Banchero/Owner • - Mr.Wendell Woodall/Owner T. Scappini, B. Olschofski, D. Graef/Parties of Record • • FINAI 1055 South Grady Way-Renton,Washington 98055 CITY .L_7 RENTON Planning/Building/Public Works Department Jesse Tanner Mayor, = Gregg Zimmerman P.E.,Administrator November 29,"2000 Washington State De artment of Ecolo • :Environmental Review ySection' • Olympia,WA 98504=7703 ; 'Subject: ,:Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by • the Environmental Review Committee (ERC)on November 28,2000: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED EDMONDS PRELIMINARY PLAT . LUA-00-075,PP,ECF The proposal would subdivide''an approximately 1.78 acre parcel into 16 lots intended for construction of single-family residences. The proposed lots range in size from 4,349-sf to 6,880- sf. The subject property'is zoned Residential-10 du/ac(R=10):which allows a maximum density of ten (10)dwelling units per acre (du/ac). However, a bonus density of 13 du/ac is allowed if all. units are detached single-family'dwellings.,:The proposal has a net;density of 10.88 du/pc. The proposed lots front on Edmonds Avenue NE:and have pedestrian access from this'street. •• =Vehicular access would be provided via a'private road-connecting tdboth Edmonds Avenue NE and NE 12th Street: Location:,.West and adjacent to Edmonds Avenue NE, between Sunset Boulevard NE and NE 12th Street. - Appeals of the environmental determination must be filed in'writing on or before 5:00 PM'December 18, 2000. .Appeals must be filed in writing together with the.required $75.00-application fee with: Hearing Examiner,.:City of Renton, 1055 South Grady Way; Renton, WA 98055. Appeals to the Examiner are governed by City of:Renton Municipal Code •Section 4-&110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)=430-6510. If you have questions, please call me at(425)430-7219. • • For the Environmental Review Committee, • Steve Taylor Project Manager -. cc: King County Wastewater Treatment Division ' Larry Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resources_ ;' WSDOT, Northwest Region = • . Duwamish Tribal.Office..: •- Rod Malcom, Fisheries, Muckleshoot Indian Tribe,(Ordinance) US Army Corp:of Engineers. .: ,,_.'_ 1055 South Grady Way.=Renton,Washington 98055 CITY OF RENTON... • -` ' DETERMINATION OF:NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S) LUA-00-075,PP,ECF. APPLICANT: Mr.Wendell Woodall PROJECT NAME:: : Edmonds Preliminary Plat DESCRIPTION OF PROPOSAL:: The proposal would subdivide an.approximately 1.78 acre parcel = into 16 lots intended for construction:of single-family residences. ..The proposed lots range in size from . • 4,349-sf to 6,880-sf. The subject property is zoned Residential-10 du/ac (R-10)which allows a maximum density of ten (10) dwelling units per acre (du/ac). However, a bonus:density of 13 du/ac is allowed if all units are detached single-family dwellings The proposal has a net density of-10.88 du/ac.• The proposed . - lots front on Edmonds Avenue NE and have.pedestrian:access from this street. '.yehicular access would be provided via a private road connecting to both:Edmonds Avenue NE and NE.12t .Street. LOCATION OF PROPOSAL: ::'' <<. The'site is located west and'adjacent to E�monds Avenue NE, betvveenSunset Boulevard NE and NE 12 Street - • MITIGATION MEASURES: - ,� ` :S .'h a' 1. The applicant shall follow the recommendations'of the`Geotechnical Report prepared by-Terra • Associates, Inc. dated September 27, 2000 and the:Addendum Report dated October 13, 2000, with regard to any site disturbance, preparation,-or developmentactivities.E 2. The applicant shall limit site disturbance,*.including clearing grading, utility and roadwork activities to the relatively dry months of April through"October. If possible, site clearing and grading should .. be performed in stages,with the retaining wall constructed prior to clearing the rest of the site.: 3. The applicant shall engage a,qualified:engineering`'geologist to ,observe the.installation of all erosion and sedimentation measures at the site. :,Weekly,reports on the status and condition of - the erosion control plan with any recommendation of change or revision to either the maintenance schedules or installation shall be submitted by the project';engineer of record to the Public Works Inspector. 4. The applicant shall pay the appropriate Fire Mitigation Fee equal to,$488 per single family lot. The • Fire Mitigation Fee is payable prior to,recording the subdivision: 5:: The applicant shall;be required to pay a Traffic Mitigation Fee of $75 for:each average daily trip • associated -.with the':project. The'required mitigation :shall be••paid .:prior;Ito recording the • - . 6. The applicant shall pay a Parks Department mitigation fee of.$530.76 per single family lot. The required mitigation fee shall be paid prior to recording the subdivision. , :. mitigationmeas . .. . ITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) " ;:ADVISORY. NOTES ' APPLICATION=NO(S): :. : :.;. LUA-00-075,PP;ECF: APPLICANT: Mr.Wendell Woodall PROJECT NAME: Edmonds Preliminary Plat DESCRIPTION OF PROPOSAL: : The proposal'would subdivide:an approximately 1:78 acre parcel. 'into 16 lots intended for construction of single-family residences: The proposed lots range in size from 4,349-sf to 6,880-sf. The subject property is zoned Residential-10 du/ac (R-10)which allows a maximum - density of ten (10) dwelling units per acre (du/pc). However, a bonus density of 13 du/ac is allowed if all • units are detached single-family dwellings. The proposal has a net density of:10.88 du/ac. The'proposed lots front on Edmonds Avenue NE and have pedestrian access from this street. Vehicular access would be provided via a private road:connecting:to.'both Edmonds Avenue NE and NE 12th Street. LOCATION OF PROPOSAL: : The s ;l',site isocated west and adjacent to Edmonds Avenue NE, between Sunset Boulevard-NE<and NE 12'Street Advisory Notes to Applicant ' The.'following notes;are supplemental information.provided'in conjunction with the environmental determination. Because these notes are.providetl as information'only, they are not subject to the appeal process for environmental;determinations. :;' .' .:", FIRE 1. A fire hydrant with 1000 GPM :fire,flow is required within`."300 feet of all new single family structures. If the building square footage exceeds 3600"squaref.feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within,300 feet of the structures: 2. Access roadway requires 20 foot paved roadways,and shall be identified a Fire Land per City = . Ordinance. ;, PLAN REVIEW: . :. WATER 1. New water meters for domestic service and water( DC) fees of:$1,105/single family lot will be : j ::' required.,- SANITARY.SEWERr. . `. • 1. 'The.site will require installation of a new sanitary sewer main' to the plat and side-sewer connections to serve each lot: ': ... 2. : 'Wastewater(SDC)fees of$760/single family lot will be required..• '_ ` Edmonds Preliminary Plat: : `' • • , • .. - .: .LUA-00-075,PP,ECF',: ' IlAdvisorY Notes (continued) .; - . Page 2 of 2 SURFACE WATER 1. The site will require a drainage plan and temporary erosion/sedimentation control plans in accordance with the 1990 KCSWDM a$adopted by the City of Renton. : . •2.: Surface water(SDC)fees of$525/single family lot will be required. : TRANSPORTATION 1. NE 12th Street frontage will require curb,gutter,sidewalk,street paving and streetlights. 2. The on-site roadway will require a 20'wide street.paving (asphalt)with 25' inside radius and 45' • outside radius to meet Fire Department Codes/Regulations. 3. The proposed on-site retaining walls-will require a structural.engineer's approval for design and a special inspection to ensure walls are:constructed per approved design plans/specifications. 4. A traffic mitigation fee of$1"1,484:will be required. . advisorynotes • ' ,, ::: ' 4% frOtt%) ,. : . ' - :‘ - ': - -- - : : - - . CITY E RENTON : . mu.:^ , - Planning/Building/Public Works Department . Jesse Tanner;Mayor Gregg'. : . • r _ Zimmerman P.E.;Administrator' ; - November 29,2000 : ` --:' = :.Mr.TorTouma . '• . _ ` Touma Engineers -•: -. '' - ' . - ' 6632 South•191st.Place, Suite E-102 . Kent,WA', 98032 SUBJECT ' 'Edmonds Preliminary Plat " . : _ • Project No. LUA-00-075,PP,ECF. Dear Mr.-Touma: ' This letter is written on behalf of the Environmental Review Committee (ERC):and is to advise you that • • - ., they have completed their review of the,subject`project:: The ERC, on November 28, 2000, issued a i • .threshold Determination Of:Non-Significance-Mitigated;with Mitigation Measures. :' See the enclosed - Mitigation Measures document. • ' - Appeals of the environmental determination must be filed in writing on or before.5:00 PM December 18, . 2000. Appeals must be filedin writing:together with the•required $75.00 application fee with: Hearing Examiner, City,of Renton, '1055:>.South`Grady Way,:;Renton,;WA'98055Appeals to.the Examiner are :governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal 'process may be obtained from the Renton City Clerk's;Office,(425)-430-651.0: - • A Public Hearing will be held by the Renton.Hearing Examiner at his regular meeting in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton;Washington, on January 02, 2001, at 9:00 AM to consider.:the Preliminary Plat. The applicant or representatives) of the applicant is required to be present at the public hearing.' A copy of the staff report;will be-mailed to you one week before the hearing. If the Environmental Determination is appealed, the appeal will be heard as part of ' ' this public hearing. 7 • The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeal rights more fully, if you•choose to do 'so. If you have any questions or desire clarification of the above, please call meat(425)•430-7219.. -- -. For the Environmental Review Committee, . ' Q Gt/ ". Steve Ta lor. Project Manager' cc: ":' ,Mr. & Mrs.'Robert Florer/Owners;: . ' . - . - Mr.John Banchero/Owner _ • -- Mr.Wendell Woodall/Owner • 'T.'Scappini, B. Olschofski, D. Graef/Parties of Record Enclosure' . :` 1 . - O55 South Grady Way Renton,Washington 98055�,' ; �� _ � � � - .. � � :[]r1 n.t..:�..er....Mei..c an/rnn..�lnri m�tnrinl 9n/nnef rnneiimwr _- .;:�� . : CITY OF RENTON °, . , DETERMINATION OF:NON-SIGNIFICANCE ` .:_•. (MITIGATED) . MITIGATION: MEASURES APPLICATION NO(S): _LUA-00-075,PP,ECF • APPLICANT: Mr.Wendell Woodall :' PROJECT NAME: Edmonds Preliminary Plat DESCRIPTION OF.PROPOSAL: The proposal would subdivide an approximately 1-.78 acre parcel into 16 lots intended for construction of single-family residences. The proposed lots range in size from 4,349=sf to 6,880-sf. The subject property is zoned Residential-10 du/ac`(R-10)which allows a maximum density of ten(10).dwelling units per acre (du/ac). However, a bonus density of 13 du/ac is allowed if all units are,detached single-family dwellings. The proposal has a net density of 10.88 du/ac. The proposed Iota front on Edmonds Avenue NE and have pedestrian-access from this-street. Vehicular access would be provided via a private,road connecting:to`both Edmonds Avenue NE and NE12t Street. LOCATION OF PROPOSAL: The site is;located westand`adjacent to Edmonds Avenue NE, between Sunset Boulevard NE and NE 12thStreet. • MITIGATION MEASURES: : : • 1: The applicant shall follow the recommendations of,the:_Geotechnical Report:prepared by-Terra. : . .. Associates,'Inc. dated September 27;2000 and.the:Addendum.Report:dated October 13, 2000, with regard to any site disturbance, preparation;.or development;,activities. . . .. 2. The applicant shall limit site disturbance;.including `clearing grading, utility and roadwork activities to the relatively dry months of April through'October. :If possible;'site clearing and grading should . be performed in stages,with the'retaining wall constructed prior to clearing the rest of the site. • 3. The applicant shall engage 'a.qualified engineering;;geologist to;`observe the installation of all erosion and sedimentation measures-at thesite. Weekly reports;on the status and condition of the erosion control plan with any recommendation of change yor revision to either the maintenance • schedules.or installation shall be submitted_by the project-`engineer of r_e cord to the Public Works Inspector. ' 4. The applicant shall pay the appropriate Fire Mitigation Fee equal to$488 per single family lot. The • . .Fire Mitigation,Fee is payable prior to recording the subdivision: : :.::' .`.. 5. ` The applicant shall be required to pay a Traffic Mitigation.Feeof $75 for each average daily trip associated with the .project. . .The .required _mitigation :shall be:paid prior to recording the subdivision. " - • . 6. The applicant shall pay a Parks Department,mitigation fee of $530.76:per single family lot...The ; , required mitigation fee shall be:paid prior to recording the subdivision, • mitigationmeas - • • . CITY.OF RENTON DETERMINATION OF NON-SIGNIFICANCE MITIGATED • ADVISORY NOTES : • APPLICATION NO(S): LUA-00-075,PP,ECF, APPLICANT: Mr.Wendell Woodall PROJECT NAME: : Edmonds Preliminary Plat DESCRIPTION OF PROPOSAL: The proposal would subdivide an approximately 1.:78acre parcel into 16 lots intended for construction.of single-family residences. The proposed lots range in size from 4,349-sf to 6,880-sf. The subject property is zoned Residential-10 du/ac (R-10)which allows a maximum density of ten (10) dwelling units per acre (du/ac). However, a bonUs density of 13 du/ac is allowed if all units are detached single-family dwellings. The proposal has a net density of 10.88 du/ac. The proposed lots front on Edmonds Avenue NE and have pedestrian access from this street. Vehicular access would. be provided via a private road connecting to both.•Edmonds Avenue NE and NE 12th Street. LOCATION OF PROPOSAL: The site is=located west and adjacent to Edmonds Avenue NE, between Sunset Boulevard NE'and NE 12th.Street Advisory Notes to Applicant: The following notes are supplemental information provided;in conjunction with the environmental determination. Because these notes:are provided''as information'only,' they are not subject to the appeal process for environmental determinations. FIRE 1. A fire hydrant with 1000 GPM fire flow is required within"300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within.300 feet of the structures. • 2: Access roadway requires 20 foot paved•roadways and shall be identified a Fire Land per City Ordinance. .PLAN REVIEW • .: 1. : New water"meters for domestic service and water(SDC) fees of$1,105/single family lot will be required. _ = SANITARY SEWER 1. The site will require in6tallation of a new sanitary sewer main to the plat and side-sewer, connections to serve eachlot. . 2: .: Wastewater(SDC)fees of$760/single family lot will be required.".' Edmonds Preliminary Plat,. • LUA-00-075,PP,ECF • Advisory Notes (continued) Page 2 of 2 SURFACEWATER 1. The site will require a drainage plan and temporary-erosion/sedimentation control;plans in accordance with the 1990 KCSWDMas adopted by theCity of Renton. = 2: :.Surface water(SDC)fees of$525/single family lot will be`requiired. . TRANSPORTATION:.. : 1. NE 12th:Street frontage will require curb, gutter, sidewalk,street paving and streetlights. • 2. . The on-site roadway will require a 20'wide street paving (asphalt)with 25' inside radius and 45' outside radius to meet Fire Department Codes/Regulations." . " • 3.' • The"proposed on-site retaining'walle,Will:requirea structural engineer's approval for design and : a special inspection to ensure walls are constructed per approved design plans/specifications. 4.` A traffic mitigation fee of$11;484 will be required: . adyisorynotes' : : _ , • . , ) : NO TiCE • • •• ENVIRONMENTAL DETERMINATION • • POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION , EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF . The proposal would subdivide en approximately 1.78 acre parcel Into 16 lots intended for construction of single- . family residences. The proposed lots range in size from 4,349-sf to 6,880.sf. The subject property Is zoned Residential-10 dulac(R-10)which allows a maximum density of ten(10)dwelling units per acre(dufac). However,a bonus density of 13 duke Is allowed if all units are detached single-family dwellings. The proposal has a net density of 10.88 dulac.The proposed lets fronton Edmonds Avenue NE and have pedestrian access from this street.Vehicular access would be provided via a private road connecting to both Edmonds Avenue NE and NE 12'^Street Location:West and adjacent to Edmonds Avenue NE,between Sunset Boulevard NE and NE 12e Street. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE-PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be filed In writing on or before 5:00 PM December 18,2000. Appeals must be filed In writing together with the required$75.00 application fee with:Hearing Examiner, City of Renton,1055 South Grady Way,Renton,WA 98055.Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-0.110. Additional Information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425).430.6510. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting In the Council Chambers on the seventh floor of City Hall,1055 South Grady Way,Renton,Washington,on January 02,2001,at 9:00 AM to consider the Preliminary Plat The applicant or representatives)of the applicant Is required to be present at the public hearing. lithe Environmental Determination is appealed,the appeal will be heard as part of this public hearing. • a =J i • _.�. 4.,,�3i rat... . ,-, tl tZ ql I ' _....a C983 R ja.-i �� 7:r Srolc P.2ae F £�. ! -:`.' iran©f^ C66=I Err Y' d.J. f ;s ' f c„1e:4 a • j= A .- `t, o� r e 0 ^ 37 • FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT(425)430-7200. -DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please Include the project NUMBER when calling for proper file Identification. CERTIFICATION I, 4te4Lqee )L73 , hereby certify that 3 copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on . 100 u . 30 7oa c • Signed: al_.tee, .0,/-4r ATTEST: Subcribed and sworn before me,a Nortary Public,in and for the State of Washington residing in ,on the 3o t>4, day of `'i14 v, '2,o a v • III.AI=ILN 1 (AM I�FI�FF 7n a. 7\ �..m P TAR PUBLI STATE OF WASHING i�N CdMI�ISSIOi� Ext'tt�ES MARILYN KAMCHEFF JUNE 29, 2003 MY APPOINTMENT EXPIRES:6-29-03 NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON,WASHINGTON The Environmental Review Committee has issued a Determination of Non-Significance-Mitigated for the following project under the authority of the Renton Municipal Code. EDMONDS PRELIMINARY PLAT LUA00-075,PP,ECF Environmental review for proposed subdivision of parcel into 16 lots intended for single family homes. Location: West and adjacent to Edmonds Ave. NE between Sunset Blvd NE and NE 12th St. Appeals of the environmental determination must be filed in writing on or before 5:00 PM December 18, 2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers, City Hall, on January 2, 2001 at 9:00 AM to consider the preliminary plat. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. Interested parties are invited to attend the public hearing. Publication Date: December 4, 2000 Account No. 51067 dnsmpub.dot t CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-00-075,PP,ECF APPLICANT: Mr.Wendell Woodall PROJECT NAME: Edmonds Preliminary Plat DESCRIPTION OF PROPOSAL: The proposal would subdivide an approximately 1.78 acre parcel into 16 lots intended for construction of single-family residences. The proposed lots range in size from 4,349-sf to 6,880-sf. The subject property is zoned Residential-10 du/ac (R-10)which allows a maximum density of ten (10) dwelling units per acre (du/ac). However, a bonus density of 13 du/ac is allowed if all units are detached single-family dwellings. The proposal has a net density of 10.88 du/ac. The proposed lots front on Edmonds Avenue NE and have pedestrian access from this street. Vehicular access would be provided via a private road connecting to both Edmonds Avenue NE and NE 12t Street. , LOCATION OF PROPOSAL: The site is located west and adjacent to Edmonds Avenue NE, between Sunset Boulevard NE and NE 12th Street LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). Conditions were imposed, as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM December 18, 2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. PUBLICATION DATE: December 4,2000 DATE OF DECISION: November 28, 2000 SIGNATURES: Z/1-i j $tgPfG/'�r1 _ ri12-q61 Gregg Zi r 'erma ,Administrator DATE Departm •n of nning/Building/Public Works ,,.y‘ /e7Q P-(06 Ji Shephe ,Adrraistrator DATE C mmunity Services e ee er, ire Chief DATE Renton Fire Department dnsmsig CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-00-075,PP,ECF APPLICANT: Mr. Wendell Woodall PROJECT NAME: Edmonds Preliminary Plat DESCRIPTION OF PROPOSAL: The proposal would subdivide an approximately 1.78 acre parcel into 16 lots intended for construction of single-family residences. The proposed lots range in size from 4,349-sf to 6,880-sf. The subject property is zoned Residential-10 du/ac (R-10)which allows a maximum density of ten (10) dwelling units per acre (du/ac). However, a bonus density of 13 du/ac is allowed if all units are detached single-family dwellings. The proposal has a net density of 10.88 du/ac. The proposed lots front on Edmonds Avenue NE and have pedestrian access from this street. Vehicular access would be provided via a private road connecting to both Edmonds Avenue NE and NE 12th Street. LOCATION OF PROPOSAL: The site is located west and adjacent to Edmonds Avenue NE, between Sunset Boulevard NE and NE 12 h Street MITIGATION MEASURES: 1. The applicant shall follow the recommendations of the Geotechnical Report prepared by Terra Associates, Inc. dated September 27, 2000 and the Addendum Report dated October 13, 2000, with regard to any site disturbance, preparation, or development activities. 2. The applicant shall limit site disturbance including clearing grading, utility and roadwork activities to the relatively dry months of April through October. If possible, site clearing and grading should be performed in stages,with the retaining wall constructed prior to clearing the rest of the site. 3. The applicant shall engage a qualified engineering geologist to observe the installation of all erosion and sedimentation measures at the site. Weekly reports on the status and condition of the erosion control plan with any recommendation of change or revision to either the maintenance schedules or installation shall be submitted by the project engineer of record to the Public Works Inspector. 4. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per single family lot. The Fire Mitigation Fee is payable prior to recording the subdivision. 5. The applicant shall be required to pay a Traffic Mitigation Fee of $75 for each average daily trip associated with the project. The required mitigation shall be paid prior to recording the subdivision. 6. The applicant shall pay a Parks Department mitigation fee of $530.76 per single family lot. The required mitigation fee shall be paid prior to recording the subdivision. mitigationmeas CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-00-075,PP,ECF APPLICANT: Mr. Wendell Woodall PROJECT NAME: Edmonds Preliminary Plat DESCRIPTION OF PROPOSAL: The proposal would subdivide an approximately 1.78 acre parcel into 16 lots intended for construction of single-family residences. The proposed lots range in size from 4,349-sf to 6,880-sf. The subject property is zoned Residential-10 du/ac (R-10)which allows a maximum density of ten (10) dwelling units per acre (du/ac). However, a bonus density of 13 du/ac is allowed if all units are detached single-family dwellings. The proposal has a net density of 10.88 du/ac. The proposed lots front on Edmonds Avenue NE and have pedestrian access from this street. Vehicular access would be provided via a private road connecting to both Edmonds Avenue NE and NE 12th Street. LOCATION OF PROPOSAL: The site is located west and adjacent to Edmonds Avenue NE, between Sunset Boulevard NE and NE 12 h Street Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. FIRE 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structures. 2. Access roadway requires 20 foot paved roadways and shall be identified a Fire Land per City Ordinance. PLAN REVIEW WATER 1. New water meters for domestic service and water (SDC) fees of $1,105/single family lot will be required. SANITARY SEWER 1. The site will require installation of a new sanitary sewer main to the plat and side-sewer connections to serve each lot. 2. Wastewater(SDC)fees of$760/single family lot will be required. Edmonds Preliminary Plat LUA-00-075,PP,ECF Advisory Notes (continued) Page 2 of 2 SURFACE WATER 1. The site will require a drainage plan and temporary erosion/sedimentation control plans in accordance with the 1990 KCSWDM as adopted by the City of Renton. 2. Surface water(SDC)fees of$525/single family lot will be required. TRANSPORTATION 1. NE 12th Street frontage will require curb, gutter, sidewalk, street paving and streetlights. 2. The on-site roadway will require a 20'wide street paving (asphalt)with 25' inside radius and 45' outside radius to meet Fire Department Codes/Regulations. 3. The proposed on-site retaining walls will require a structural engineer's approval for design and a special inspection to ensure walls are constructed per approved design plans/specifications. 4. A traffic mitigation fee of$11,484 will be required. advisorynotes �y, ' STAFF Department of Renton REPORT Department of Planning/Building/Public Works ENVIRONMENTAL REVIEW COMMITTEE A. BACKGROUND ERC MEETING DATE November 28, 2000 Project Name Edmonds Preliminary Plat Applicant Mr. Wendell Woodall 618 Park Avenue North Renton, WA 98055 File Number LUA-00-075, PP, ECF Project Manager Steve Taylor Project Description The proposal would subdivide an approximately 1.78 acre parcel into 16 lots intended for construction of single-family residences. The proposed lots range in size from 4,349-sf to 6,880-sf. The subject property is zoned Residential-10 du/ac (R-10) which allows a maximum density of ten (10) dwelling units per acre (du/ac). However, a bonus density of 13 du/ac is allowed if all units are detached single-family dwellings. The proposal has a net density of 10.88 du/ac. The proposed lots front on Edmonds Avenue NE and have pedestrian access from this street. Vehicular access would be provided via a private road connecting to both Edmonds Avenue NE and NE 12th Street. Project Location The site is located west and adjacent to Edmonds Avenue NE, between Sunset Boulevard NE and NE 12th Street. Exist. Bldg. Area gsf NA Proposed New Bldg.Area gsf N/A Site Area 1.78 acres Total Building Area gsf N/A RECOMMENDATION Staff recommends that the Environmental Review Committee issue a Determination of Non-Significance-Mitigated. I El_�-2A'4 4 246 :t123,jte1 aze 1 v 213 216----7 c C�O .. '- Z1 .„; 7: • ig ...-_.24.0"!,1- -247 23G I . .. P• it I 2'1 jW�9%, f., 5T9 Jy-c„� jt �'�t_- In i I ,+'2290'PI .i 1' ' `, +r;ti ?it , ,' -13/ '.:,,- , 9 -.NCI �` t , x '�.', ;• . Scala 1 2ao' I., fa 10 c t:J v, Nr: � I Ne, :[[ppl� T_g¢"9..: 7 '.:g r', -'a'-_ ° ..Y /� I• , i .` v • c�pL;Yf: ' '' 'm " („� ;ol , `..; 1? o g". shy SITE • = -., = . N.Er •��•.I _•' - •�(��" _ :, �-�I ..-.. I,...j• �ice'.-�'` " 9 L -l2Tf>`—• •—.•ST n•� :. __ _--NEB-127H1�'-ST:.....a—. $.. ].i l [ ;,0'y;� / hI 7 cii o.,.. : sin'. . . . :. .'p Ip o. '4: ".4 :.,I.. / iIT ,!.,; "= �. 43 :.:, lil4] l'• .._ : le k:r•: • hg;,,,C.I: —i /A !�17- -.''"=< „�L 0-701.3246 ''' , W 'm''y : •'� x©: y' !� � vv.,�N1 Yn i N4E. � Q - �.r. n I Yr 4 5: .','� _ •—'.gGl 'it•'.I tip:W• ' -:P✓ eck. A_GOt ''' >< L ate••-il:=o:.":f 1,�.9 , - ��y b`• 'o E .�N ET..H InM 5 � y..'-,�q,.9 � , r 2� .. y`•• .�. P .-, w - ;CAUR EIGHTS U.... •' �W �T �y1'-1 c• ':- ,.-E F 'S, ,f �, 7 o2A` • * "."'" .. ... a ':•' ..TViijj' .' �f ti," S 9 o "T, r' �e� _�-W '- .... IiNE.IO7H PL.vI m� `i G •,38 .�r W .` _, -.m _'' y Nam ,. Q�IL ERCRPT.doc City of Renton P/B/PW Department Environment€ view Committee Staff Report EDMONDS PRELIMINARY PLAT L UA-00-075,PP,ECF ri:1 REPORT OF NOVEMBER 28,2000 Page 2 of 5 B. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINATION OF X DETERMINATION OF NON-SIGNIFICANCE NON-SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. X Issue DNS-M with a 14-day Appeal Period. Issue DNS with 15 day Comment Period Issue DNS-M with 15 day Comment Period with Concurrent 14 day Appeal Period. followed by a 14 day Appeal Period. C. MITIGATION MEASURES 1. The applicant shall follow the recommendations of the Geotechnical Report prepared by Terra Associates, Inc. dated September 27, 2000 and the Addendum Report dated October 13, 2000, with regard to any site disturbance, preparation, or development activities. 2. The applicant shall limit site disturbance including clearing grading, utility and roadwork activities to the relatively dry months of April through October. If possible, site clearing and grading should be performed in stages,with the retaining wall constructed prior to clearing the rest of the site. 3. The applicant shall engage a qualified engineering geologist to observe the installation of all erosion and sedimentation measures at the site. Weekly reports on the status and condition of the erosion control plan with any recommendation of change or revision to either the maintenance schedules or installation shall be submitted by the project engineer of record to the Public Works Inspector. 4. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per single family lot. The Fire Mitigation Fee is payable prior to recording the subdivision. 5. The applicant shall be required to pay a Traffic Mitigation Fee of $75 for each average daily trip associated with the project. The required mitigation shall be paid prior to recording the subdivision. 6. The applicant shall pay a Parks Department mitigation fee of$530.76 per single family lot. The required mitigation fee shall be paid prior to recording the subdivision. Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. FIRE 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structures. 2. Access roadway requires 20 foot paved roadways and shall be identified a Fire Land per City Ordinance.. PLAN REVIEW WATER 1. New water meters for domestic service and water (SDC) fees of $1,105/single family lot will be required. ERCRPT.doc City of Renton P/B/PW Department Environments view Committee Staff Report EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF REPORT OF NOVEMBER 28,2000 Page 3 of 5 SANITARY SEWER 1. The site will require installation of a new sanitary sewer main to the plat and side-sewer connections to serve each lot. 2. Wastewater(SDC)fees of$760/single family lot will be required. SURFACE WATER 1. The site will require a drainage plan and temporary erosion/sedimentation control plans in accordance with the 1990 KCSWDM as adopted by the City of Renton. 2. Surface water(SDC)fees of$525/single family lot will be required. TRANSPORTATION 1. NE 12th Street frontage will require curb, gutter, sidewalk, street paving and streetlights. 2. The on-site roadway will require a 20'wide street paving (asphalt)with 25' inside radius and 45' outside radius to meet Fire Department Codes/Regulations. 3. The proposed on-site retaining walls will require a structural engineer's approval for design and a special inspection to ensure walls are constructed per approved design plans/specifications. 4. A traffic mitigation fee of$11,484 will be required. D. ENVIRONMENTAL IMPACTS In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. 1. Earth Impacts: The subject site is an undeveloped, 1.78 acre parcel located west and adjacent to Edmonds Avenue NE, between Sunset Boulevard NE and NE 12th Street. In general, site topography slopes down to the west- southwest. Slope grades along the eastern boundary of the site, adjacent to Edmonds Avenue NE, are generally steep to moderate with inclinations ranging from about 20 to 55 percent. Slope grades gradually flatten to the west-southwest with inclinations ranging between about 10 and 20 percent. Site elevations range from a high of approximately 320 feet in the northwestern corner of the site, to a low of about 272 feet at the southwestern corner of the property. Due to the steep topography, clearing and grading of most of the site will be necessary in order to construct streets, utility improvements, and to prepare building foundations. To assure the stability of Edmonds Avenue NE and NE 12th Street, the applicant is proposing a retaining wall along the steeper portions of the site. A rock retaining wall is also proposed along the western property line. The applicant estimates grading of about 950 cubic yards of soil material. Additionally, approximately 275 cubic yards of structural material will need to be imported for the alley, building foundations and the structural wall along Edmonds Avenue NE. Terra Associates, Inc conducted a geotechnical evaluation of the site and a report dated September 27, 2000 was submitted for review. An addendum pertaining to the structural wall was submitted on October 13, 2000. The site is underlain with recessional outwash sand overlying Vashon glacial till. Soils are classified as Indianola loamy fine sand (InC) and Ragnar-Indianola (RdC). The report indicates that site soils will be susceptible to erosion when exposed and that erosion protection measures should be in place prior to and during grading of the site. In the opinion of Terra Associates, provided the recommendations of the report are followed, development of the site will not increase the potential for slope instability on-site or on adjacent properties, and the risk for such an occurrence would be minimal. Due to the steep topography of the site and the need to clear nearly all vegetation, potential erosion impacts could occur during site preparation and construction. It should be noted that during the development of an adjacent project, several complaints were received regarding erosion impacts to neighboring properties. Special consideration should be given to the timing of construction and installation of the Erosion and Sedimentation Control measures on this project. ERCRPT.doc City of Renton P/B/PW Department Environments view Committee Staff Report EDMONDS PRELIMINARY PLAT L UA-00-075,PP,ECF REPORT OF NOVEMBER 28,2000 Page 4 of 5 lL Mitigation Measures: 1. The applicant shall follow the recommendations of the Geotechnical Report prepared by Terra Associates, Inc. dated September 27, 2000 and the Addendum Report dated October 13, 2000, with regard to any site disturbance, preparation, or development activities. 2. The applicant shall limit site disturbance including clearing grading, utility and roadwork activities to the relatively dry months of April through October. If possible, site clearing and grading should be performed in stages,with the retaining wall constructed prior to clearing the rest of the site. 3. The applicant shall engage a qualified engineering geologist to observe the installation of all erosion and sedimentation measures at the site. Weekly reports on the status and condition of the erosion control plan with any recommendation of change or revision to either the maintenance schedules or installation shall be submitted by the project engineer of record to the Public Works Inspector. Nexus: Environmental Ordinance(SEPA) 2. Surface Water Impacts: The applicant submitted a Level One Storm Drainage Report prepared by Touma Engineers dated April,2000 and received June 7, 2000. The report indicates no evidence of concentrated flows leaving the site or documented downstream problems. Stormwater from the developed site would be directed to the storm drainage system in Sunset Blvd. and subsequently to Lake Washington. The report states that post- development flow would be under the threshold requiring detention but that a water quality facility is needed. A wet vault is the proposed for water quality, soils are conducive to infiltration of roof drains. Mitigation Measures: No further mitigation measures are recommended. Nexus: N/A 3. Fire Services Impacts: The proposal site is located within the Renton Fire Department service area. City Fire Department standards require a fire hydrant capable of 1000 GPM fire flow within 300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. The proposal would add new construction to the City and would potentially impact the City's Fire Department. A Fire Mitigation Fee would apply to all new construction at a rate of $488 per single family lot. The Fire Mitigation Fee is payable at the time of issuance of Building Permits. Mitigation Measures: The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per single family lot. The Fire Mitigation Fee is payable prior to recording the subdivision. Nexus: Fire Mitigation Fee Resolution and adopting ordinance, Environmental Review(SEPA) 4. Transportation Impacts: The proposed subdivision would be accessed from both Edmonds Avenue NE, and NE 12th Street which will be widened to conform to City standards. The proposed subdivision would result in an increase in traffic trips on the local street system and therefore would be subject to the City's Transportation Mitigation Fee. The trip generation values are based on the ITE Trip Generation Manual which estimates 9.57 average daily trips per single family residential lot, or a total of 153.12 average daily trips for the proposal. The Transportation Mitigation Fee is calculated to be $75 per average daily trip attributable to the project. The traffic mitigation fee is estimated to be $11,484. Truck hauling hours are limited to between 8:30 a.m. to 3:30 p.m. under the Development Guidelines Ordinance in order to avoid conflicts with peak hour traffic Mitigation Measures: ERCRPT.doc City of Renton P/B/PW Department Environmenta dew Committee Staff Report • EDMONDS PRELIMINARY PLAT LUA-00-075, PP,ECF REPORT OF NOVEMBER 28,2000 Page 5 of 5 1. The applicant shall be required to pay a Traffic Mitigation Fee of $75 for each average daily trip associated with the project. This fee is payable prior to recording the subdivision. Nexus: Transportation Mitigation Fee Resolution 5. Community Services/Parks Impacts: The proposed subdivision would create 16 lots for construction of single family residences. Future residents would make use of existing and future City park and recreation facilities throughout the City. In order to mitigate for the impact of the development on the City's parks and recreation facilities the City has adopted a mitigation fee of$530.76 per new single family lot. Mitigation Measures: The applicant shall pay a Parks Department mitigation fee of $530.76 per new single family lot. The required mitigation fee shall be paid prior to recording the subdivision. Nexus: Parks Mitigation Fee Resolution, Environmental Ordinance (SEPA) E. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental/Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. X Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 PM December 18,2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. ERCRPT CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: November 21, 2000 TO: Paul Lumbert FROM: Bob Mahn eir— SUBJECT: Edmonds Plat—Traffic Impact Analysis As you requested, Transportation Systems staff reviewed the Traffic Impact Analysis (TIA) (dated November 10, 2000) for the proposed Edmonds Plat and found that the following information, though noted in text, is missing from the TIA: Figure 1 —Project Location, Figure 2 — Site Plan, relevant pages from the ITE Trip Generation Manual, employment centers spreadsheet, and Figure 3 — Site Generated PM Peak Hour Trips. We find the TIA discussion of trip generation, trip distribution, driveway intersection (with N.E. 12th Street and with Edmonds Avenue N.E.) sight distance, and recommendations regarding driveway access and turn restrictions to be acceptable. However, we may amend this finding after further review of the TIA with the missing information included. (ix. pvavide 2 yey4t c.a( t.,,e.vve. The TIA mentions that the grad of the driveway on Edmonds Avenue N.E. will be 12%. The grade of this driveway should be flatter at its approach to Edmonds to improve the sight distance for vehicles entering onto Edmonds Avenue N.E. A-15o, -F Gee c{.,rd4.4 D�1 Q NE /24-A Shve+-.2 lie y avadko y widfl. Stl ouId 6e 20 4 4-/Nei." /4 # - Show N oN 714e a1/2tAed 40,y 04- 1 h< Pl01—'6/1. le pvivafr 2 der easPimrNf iadl need a Gakke$pohc/i%/y wia/ev svve.l7gt, cc: Nick Afzali S':ve.Tay(ov It\TRANS\PI.NG\RLM\REVIEWS\EDMONDS PLAT\jj • 1, t �` �o�'' - A ft.13: , (7),T). - N-12,,a,,,,-1-J-1) . 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TRANSPORTATION Figure 3 ' 4 CONSULTING 4g Edmonds Plat NORTHWEST PM Peak Hour Site Generated Trips Single-Family Detached Housing {: (210) Average Vehicle Trip Ends vs: Dwelling Units On a: Weekday, • Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Number of Studies: 271 Avg. Number of Dwelling Units: 202 Directional Distribution: 25% entering, 75% exiting Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.75 0.33 - 2.27 0.90 Data.Plot and Equation 3,000 c 2,000— W Q X m Xo m X X, 1 1,000 X _ • X X X X'X X • • X • �,• X>044 0 I I 0 1000 2000 3000 X=Number of Dwelling Units X Actual Data Points - Fitted Curve Average Rate Fitted Curve Equation: T=0.700(X)+9.477 R2=0.89 Trip Generation,6th Edition 264 Institute of Transportation Engineers 7,. 1 ,., .,..,. Single=gamily Detached Housing (210) Average Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. , Number of Studies: 294 Avg..Number of Dwelling Units: 216 Directional Distribution: 64% entering, 36% exiting : Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 1.01 0.42 - 2.98 1.05 i. A. Data.Plot and Equation ,. 3,000 q� :, X. X c 2,000— -, u a w it Q. X in -i 1 U j I :i". : . . ,' X C L ,y -7 _ .b 11 - 1,000 i 3 F. X. i t i -1 .X. 0 1000 2000' 3000 X=Number of Dwelling Units J4 X Actual Data Points • Fitted Curve Average Rate IP Fitted Curve Equation: Ln(T)=0.901 Ln(X)+0.527 R2=0.91 ;' Trip Generation,6th Edition 265 Institute of Transportation Engineers L >.. , ` Edmonds/� ��|�f ~�r Generation .��0O����� n ^��^ x ��� ~��������T ��n . ��8� ��� y��������f �� �wPercentage _ 1 � ���s " ^"^ " " ^r' Generation =� � ^ ~^ " ^ ^r Y6 Enter Exit Total % Enter Exit Total 64% 36% 100Y6 84% 36% 100Y6 F. 1 U U U 51 5 3 H 2 0 0 U 52 5 3 B 3 8 O U 53 5 3 8 4 O 0 1 54 O 3 8 5 1 U 1 55 0 3 8 O ' 1 O 1 50 O 3 8 7 1 O 1 57 G 3 S 8 1 O 1 58 8 3 S 9 1 1 1 59 G 3 9 10 1 1 2 SO O 3 10 11 1 1 2 61 S 4 10 12 1 1 2 62 G 4 10 13 1 1 2 63 6 4 10 ' 14 1 1 2 -64 7 4 10 ` 15 2 1 2 ` 65 7 4 10 18 2 1 3 80 7 4 11 17 2 1 3 87 7 4 11 18 2 1 3 88 7 4 11 19 2 1 3 09 7 4 11 20 2 1 3 70 7 4 11 21 2 1 3 71 7 4 11 22 2 1 4 72 7 4 12 23 2 1 4 73 7 4 12 24 2 i 4 74 8 4 12 25 3 1 4 76 8 4 13 28 3 1 4 76 8 4 12 27 3 2 '4 77 8 4 42 28 3 2 4 78 O 4 12 29 3 2 5 78 B 5 13 ' 30 3 2 5 80 8 5 13 31 3 2 5 81 D 5 13 32 3 2 5 82 8 5 13 33 3 2 5 83 8 5 13 34 3 3 5 84 9 5 13 35 4 2 6 85 S 5 14 36 4 2 O � 86 Q 5 14 37 4 2 6 87 8 5 14 ` 38 4 2 0 � . 88 8 5 14 39 4 2 O 89 S 5 14 40 4 2 O ` BO 8 5 14 41 4 2 7 91 S 5 15 42 4 2 7 92 9 5 15 43 4 2 7 ' 93 10 5 15 44 5 3 7 94 10 5 15 45 5 3 7 95 10 5 15 48 5 3 7 88 10 0 15 47 5 3 O 97 10 8 16 48 5 3 8 ' 88 10 O 16 49 5 3 8 99 10 O 16 50 5 3 8 100 10 6 16 Employment Based Trip Distribution (using PSRC statistics) Employment Based Trip Distribution Using PSRC Statistics Location Employment Percent Direction Renton 50,800 5.00% W 5.00% W Total Federal Way 27,800 2.74% S Tacoma 100,000 9.85% S Lakewood 20,800 2.05% S Kent 57,700 . 5.68% S Tukwila 50,700 4.99% • S SeaTac 27,500 2.71% S Auburn 35,800 3.53% • S 31.55% S Total Seattle 474,600 46.75% N Bellevue .. 109,850 10.82% N Redmond 59,600 . 5.87% N 63.44% N Total 100.00% Grand Total Total ' 1,015,150 100.00% Nov 15 00 02: 54p TOUMA ENGINEERS 4252510625 p. 1 TOUMA ENGINEERS & LAND SURVEYORS 6632 S 191 sT PLACE,SUITE E-102,KENT,WA 98032 TEL 425-251-0665 FAX 425-251-0625 E-mail Address:mhtoumaMaol.com Transmittal , Cyv : �� Steve Taylor,S.Planner November 15 2000' TO: Date:' y?: City of Renton 1055 South Grady Way Renton,WA 98043 SUBJECT: Edmonds Preliminary Plat LUA-00-075,PP,ECF FROM:Tom Touma Transmitting the following documents: This is to inform you of the new owners for the above subdivision: Mr.Wendell Woodall 618 Paris Avenue North Renton,WA 98055 Phone No. 425-226-6100 If have any question regarding this transmittal, please call me.Thanks - r . November 12, 2000 DEVELOPMEIVTPLANNING CITY OF RENTON City of Renton NOV 15 ago Public Works Dept. RECEIVED 1055 South Grady Way RECEIVEDC Renton, Washington 98055 Attn: Mr. Steve Taylor Senior Planner Subject : Edmonds Preliminary Plat Project No. LUA-00-075,PP,ECF Dear Mr. Taylor, Please be advised that neither R & R Land, Inc. ,Cambridge Homes N.W. or myself haven any thing further to do with the above subject property or project . I request that my name and companies name be removed from this project . If you have any questions please do not hesitate to. contact me at (.206) 300-6256 and I will be happy to answer any questions you may have. Have a nice day and best wishes, Sine rly, Gerald L Rieker �• CITY ►F RENTON „fir Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator November 2, 2000 • Mr.Tom Touma Touma Engineers 6632 South 191 st Place, Suite E-102 Kent,WA 98032 SUBJECT: Edmonds Preliminary Plat Project No. LUA-00-075,PP,ECF • Dear Mr.Touma: The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. It is tentatively scheduled for consideration by the Environmental Review Committee on November 28, 2000. Prior to that review, you will be notified if any additional information is required to continue processing your application. The date of Tuesday, December 19, 2000 at 9:00 AM, has been set for a public hearing to review the above-referenced matter. The hearing, before Mr. Fred Kaufman, Renton Hearing Examiner, will be held in the Council Chambers on the seventh floor of Renton City Hall. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. Please contact me, at(425)430-7219, if you have any questions. Sincerely, • Steve Taylor Senior Planner cc: Mr. &Mrs. Robert Florer/Owners Mr.John Banchero/Owner Mr. Gerald Rieker/R&R Land, Inc. • ac^aµ2 1055 South Grady Way-Renton,Washington 98055 all This paper contains 50%recycled material,20%post consumer TOUMA ENGINEERS & LAND SURVEYORS 6632 S 191 PLACE,SUITE E-102,KENT,WA 98032 TEL 425-251-0665 FAX 425-251-0625 E-mail Address:mhtouma@aol.com Transmittal Steve Taylor,S. Planner November 13, 2000 TO: City of Renton Date:' 1055 South Grady Way Renton,WA 98043 SUBJECT: Edmonds Preliminary Plat LUA-00-075,PP,ECF FROM:Tom Touma Transmitting the following documents: I am submitting revised preliminary plat for your review and approval.The revisions encompassed revising the back alley road to 20-foot paved section.We have included a profile across Lot 6 depicting the lot cross-section with the homes situated near Edmonds Avenue NE. We are transmitting (12)copies of all revised preliminary plat and slope Analysis maps (a total of five sheets)for your use. One set of PMT reduction for revised maps is enclosed. If have any question regarding this transmittal, please call me.Thanks CITY OF neNTON RECEIVED NOV 13 2000 BUILDING DIVISION /�� \° i / '/Y cJ L L��`J 11-13-2000 Land Use Number: LUA-00-075, PP, ECF Application Name: Edmonds Preliminary Plat The Renton Hearing Examiner recently ruled on two separate projects that any access opening onto NE 12th Street be gated and limited to emergency vehicles only. Please note the highlighted areas on the attachments. Nothing has changed with regard to the configuration of the land. It was and still is a bad idea to have a road open onto such a steep grade with limited visibility. As a taxpayer, I am concerned about the time spent by city employees to say NO for the third time in eighteen months. I tl-cJi E, o� , ogno Al /0 4' . 425- - I595 ()/J ) 42 -228Z5S5 (:C.,,,;;•Yrvirfr • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- • SIGNIFICANCE (DNS), MITIGATED DATE: November 2,2000 LAND USE NUMBER: LUA-00-075,PP,ECF APPLICATION NAME: EDMONDS PRELIMINARY PLAT PROJECT DESCRIPTION: The proposal is to subdivide a 1.78-acre parcel into 16 lots for single-family residences. Lots would range in size from approximately 4,350 to 6,880 square feet. Proposed access to the site is via a private street with connections to NE 12th Street and Edmonds Avenue NE. PROJECT LOCATION: Edmonds Avenue NE and NE 12th Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: June 7,2000(Revised November 2,2000) NOTICE OF COMPLETE APPLICATION: November 2,2000 Permits/Review Requested: Environmental(SEPA)Review;Preliminary Plat Approval Other Permits which may be required: Construction Permits,Building Permits Requested Studies: Geotechnical Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for December 19,2000 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: The site is designated Residential Options on the City of Renton's Comprehensive Plan Land Use Map and Residential—10 dwelling units per acre • (R-10)on the City's Zoning Map. The,proposed density is consistent with both land use designations. Environmental Documents that Evaluate the Proposed Project: None known Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Cbde, Subdivision Regulations,Sensitive Areas Ordinance,Public Works Standards, Uniform Building Code,Uniform Fire Code and other applicable codes and regulations as appropriate. NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION Elizabeth Place Preliminary Plat LUA-99-150,PP,ECF Advisory Notes (continued) Page2of4 Plan Review—Stormwater Drainage 1. The drainage control plan for this project includes separate infiltration pits or trenches for the new individual houses, and separate water quality and detention ponds for the runoff from the street. This detention pond is also proposed as an infiltration system. The soil logs provided for the site indicate suitable conditions for infiltration, and we recommend approval of the use of separate infiltration systems for the individual houses, which will be dispersed throughout the site. This infiltration will help recharge the aquifer. 2. We recommend against using infiltration for the larger pond in the southwest corner of the site. We are concerned that concentration of infiltration of runoff from the entire street system at this location could result in an increase in dampness or drainage problems in the adjacent downstream property. 3. There is a storm drainage system west of the site at Dayton Ave NE with capacity for the discharge from this detention pond. We recommend that the preliminary plat improvements include a catch basin at the westerly end of the new street improvements along NE 12th St. This catch basin is to be tightlined to the storm drainage system at Dayton Ave NE. The discharge from the detention pond can be directed to this new catch basin, and thereby connected to the city storm drainage system. 4. A permanent collection swale must also be constructed along the lower rear portions of proposed westerly lots to collect runoff from the new yards, preventing additional flow onto the adjacent lower properties. 5. Surface Water System Development charges of$385 per new single family residence will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary plat. 6. Before any construction or development activity occurs, a pre-construction meeting must be held with the City of Renton Development Services Division, Construction Services (425-277-5570). 7. The City of Renton retains the right to restrict the timing of land clearing and tree cutting activities to specific dates and/or seasons when such restrictions may be necessary for the public health, safety, and welfare, or for the protection of the environment. Plan Review—Street Improvements 1. Edmonds Ave NE adjacent to the site is fully improved with curbs, gutters, sidewalks, and lighting. No additional improvements are required along Edmonds Ave NE. 2. NE 12th St adjacent to the site is improved with only pavement. Street improvements are required along this frontage, including concrete curbs,gutters, and sidewalks. Street lighting to City standards will also be required along this frontage. 3. NE 12th St adjacent to the site is steep, creating a potential sight distance problem for traffic coming down from Edmonds Ave NE. We recommend conditioning the project to chain off the new street onto NE 12th St restricting its use to emergency secondary access only. The street should be fully improved to City standards, allowing for use by emergency vehicles if needed. 4. Staff also recommends that a condition be placed on the plat prohibiting driveway access to NE 12th St for Tract A, and Lots 1 and 6. 5. The new street interior to the plat is proposed to be modified to 42 feet in right-of-way width. The Street Improvement Ordinance permits this modification, and is acceptable as proposed. Additional easements outside of this right-of-way will be required for street lights and fire hydrants. • N ELIZABETH PLACE I • - S...i.ection 4,Township 23 N,Range 5 P,Willamette Meridian,King County,Washington I � a r _ GRAPHIC scut E u 1 S; I � GENERAL NOTES & UTILITIES: gi1' fs' T r.. .,,,T mWA,:(\ �.. %1... 1 UTILITIES: ga. i--.��r x ...•• 1 NITERCIn 6 FEMON .' f_._ 1 '�' y sENwArE: cin aF REMraM t. a......... ___.;""' ]�'' •a POSER PGET SOUND 9F-FGY v� I TELER[TE: VIA WEST f 11111 GABLE T.V: VIAC61 , GAS PUET SOIMI EfERGY —�. __. a. 1 \a0' SITE: r"I ACREAGE1.67 ACRES/72826 SO FTPR:FCGED USE ' i 1I ZONING: SING LE,r /� 1/ NUMBER OF LOTS 17 F W ILY OETAC EO ' R i S r 1 1 3I 16. 8 DENSITY: 1262 LOTS PER ACRE NET ,� ` eat PEiMITTED SUE LOTS PER ACFE NET ■ f/ \ 1 \1 \1�E /r I �' D9R:' WOW g °1 SWMM LOT SUE: 3.000 SO.FT. I 11 9 AVERAGE LOT SIZE 3205 SO FT VICINITY MAP '• fr-I. ROADS Rate fa131 so FT/032 AQE$ sr..xr.wi.x nu}'.'- 14II' II�. t. e6■1INGSZ MAlx OWNER / DEVELOPER: -- - --1 -•- - c/o M.Bred Hones . l/ - `fi9i7�Cm Do-fskl 1.....„� I • .i Ault p°isrMfeml 't{{{ 3jp I 'IOW', nm• IBO /A. Ptgro:425.7465471• con.e237 qSi`i , ry 'ram__"- I.t. `'� ENGINEER / SURVEYOR: :dill 9 r..... N � f�— PD.BD%740 °"EngV"...Ills. 9x,} y�' $ N • PUV°ILP.MA 50371Pronei59 , o ■.t> p.wi6.0 pan. si S y` 11 / ' DESCRIPTION vi g • '� fA6' 2f 91' 1 PAR�L n y �. ). .. 1 ❑ J \,,.__, TM IVN lull p![M apuN MY OfYY Lo[21L Cn.XlllnNl'3 Lek.Nmningtan d) S ` ••• _.ijik �__.--]OYI�[E- a [#t3�ia Plet fMlaof tnot♦We NCVONaf 1pf GUt.pep 62.NN Lq fnntY� [ •g A FT— R r , N'een+roem. .q Ls 8 PAfTF1 B: II•I ��; ! Tlu e.xn MY of tR aouN toll d/LOt 211 Cn.Xillamb Lake Naenlneton � %� • h, . ,,,,./ Gross of Eden Amltlm to tr.Clty of Seattle.0lrulm mower A a¢crains SB n. 2 [thereof matte y If Plat;pep BZ N Kam Canty. . u'51a 9 7\ I • L A BUILDING SETBACKS: 1 d .5 BU 7 f [T] ` SmE ro LOT LDE 0 to 5' 4 7 500062 I .. 9p.99' -- ea al' .) 5 ro STiEET: 15' T �I .1II -_ � C TOPOGRAPHY: C4 TOPOGfiAFNIC IIFORIITiON FROM SITE SAVEY 6), ..!•�OWT .�' 2 CCTCBER 1999 °�O ENGtNEEiG.DC. 11BY LEFOY § Mr nno a „I 1 st•' �Yy �0 PUBLIC SERVICES: LOT SUMMARY I •{p i m�, • 1 1� ,C, LOT _AMA po rn ears a NNA /`�] I M r ' - 1 l p� A P� IStRICT: CLmh'ff fEllT0�11 i Tioee a:o� .:i F v 1 V• 1 �aa� j1 .-‘ _ I a b ROAD & STORM IMPROVEMENTS x 3002 o:^i i:" w 3 10/ I—{�F15� M ��jj a 3300 esi CM i 3pa e:ei ii n. 3307 a STORM Rx+oFF TO BE ROUTED INTO R&M sTOwt OMt/L1GE a 3006 e.of .1: �"'FACILITIES.ROOF R1aFF TO BE ROUTED TO DOIVIIUAL a 3M1 e.of ..1x 1 52 \ l DFILTRATIOI SYSTEMS. Fey/ 'I }. ALL ROADS TO BE RELIC. 13 40 1 m O.0> .:u C� " seAE TREE CUTTING AND LAND CLEARING 4.211 1s 3120 0.07 ::a W o.0 3.72 AA, 3M! o.00 n. NE'2 T' �y y. L. �-�� _ +f I T E 6TRICTICN OF TIE[LEAFED �PaEILLDES. 1S A. a .m o.1x 6 - Hutt A aa3 e.w 6.n N N ��_ TOT. fans_ 1.67 100.00 Q•I I a SDE TREES NAY BE FETADEO ON TIE PERDETER OF TIE SITE. ....__� i 132311NG WATER DRAWING ` 4 \! ' Si �'\ I _ I SHEET '• is. E Pastor Chong Kim Calvary Baptist Church Sarang Baptist Church File No.: LUA-098-180,CU-H,V-H April 26, 1999 Page 7 the Comprehensive Plan does suggest preserving natural features on a site,the development of the site will disturb the very steep slopes along Edmonds. 3. The establishment of a church is not appropriately subject to the question of community need. It is not the place of this office nor the City to determine which churches are appropriate. The City can ascertain whether the church is appropriately sited so that it does not create undue impacts on a community due to size,traffic or environmental issues,but examination of whether there is community need probably goes too far. 4. The excavation along Edmonds as well as the traffic that might be deposited onto NE 12th might create undue impacts. Any excavation that occurs along Edmonds could jeopardize the stability of the slope that currently lies to the immediate west of Edmonds. Creating a tall retaining wall structure to support both the sidewalk and the street will be necessary and could result in costly engineering work. Therefore, it appears necessary to insure not only that the work be certified by appropriate engineers, but that once the excavation work begins that it can be safely finished. Therefore, before excavation begins,the applicant should be required to post a bond or other instrument acceptable to the City Attorney which assures that excavation and all necessary retaining structures and appropriate guardrails be installed if for some reason the project were to be abandoned prior to satisfactory completion. The bond may be released after all work on the excavation and retaining structure work is completed. 5. Due to the steep nature of NE 12th and the fact that it is a residential street,traffic problems could arise from having a driveway from that street to serve the church. Therefore,while a second driveway would be welcome as required by the ERC, it should be limited to emergency access vehicles. The Code does not require a full time second driveway, and therefore limiting the driveway to only emergency use would remove additional traffic from this steep residential street. 6. As noted,the scale of both phases of the project appear appropriate for this location, particularly given the recessed location of the church below the grade of Edmonds. The peaked and gabled roof should also help reduce the apparent bulk of the structure. 7. The parking is appropriately located around the building, and like the building will be below the general grade of the residential streets. There is a problem with the amount of paving coupled with the footprint of the expanded Phase II building. The Code does not permit more than 60% of a site to be covered with impermeable materials. The applicant has proposed 65%coverage. The applicant had proposed using "grasscrete"to reduce the impermeable materials used on site,but that was considered inappropriate in an Aquifer Protection area. The applicant did not apply for a variance. Therefore,the second phase of this proposed Conditional Use cannot be approved. As proposed, Phase II will violate the provisions of the R-10 zone. 8. The general circulation pattern in the parking area appears reasonable. A pedestrian access walkway should connect interior portions of the site with parking and the surrounding streets. The drop-off between Edmonds and the parking lot needs to be protected as required by the ERC. As noted,the driveway which would provide access to NE 12th should be restricted to emergency usage to reduce conflicting turning movements on the steep grade and reduce traffic on a residential street. 9. The site should not introduce unreasonable amounts of noise, light or glare. 10. The proposed landscaping plan appears reasonable with landscaping added to soften the retaining wall structure and the margins of the site along streets appropriately planted. EDMONDS AVE;,._N._E..-------- ----- —�., _-- w_ — .ounvl I• I nKN.�u-ooan 1•r• �.•o,• .._ __-_ ------ -- n•I.M ._._ __ _ __— __./ ISM.._ - �v an vin.gp ry a wNnN moo .. - ___- _.. 1 B 1_- - , — __ 1:,•:1 I .•e,,.O `°`gyp Aowossn 9:V71iI eg i3$ a1' a .' _ _ f� — — — — — 1 I >r.' s)` — — _ I }T.i fiio o'lw:'' —_ w bpi - 11..' • ir a • s4• i‘w..........r. _ .,....:..._„„.__:::.1..._ _...... , ,,,,, - !(� .. 19Y)IIA i 11a! - .. 1444, Ir f.11 q - AP:444, :,^ I �•a'a0[.Nn / . O r - N/�/ .' - - /( O • - _..-___ KI ao00 ,. ! ..... .• .. . ... ... ,..... ... • • /..,,,, # . .. . . .... N .�. FF-2B1 (pAstMENn s* , T I '� I c I _.- \ FF-yY5(2ND STORK • Nesik Z ;.. � Y-1a1:6 1Y fn nklisp.e illilligg I — — — — — — — r. mt a,oncN Y.ut ST NS toi x1o•au.wue-.AN v . . 1�n -4rx O r�.Ii' `� 1 'ailYB NY l))x �. I..MO '--N:uhJ 1 aT axw itTll' I• ae i1- 11 \\ 1 I I / /4q)V a{!4 • • • I PIIONTAYg W►11OYdO1T$-NAL 19711 AT. % /. ,a / Vol • • NTROACH Neat1olla•nmMtlaO — — — — /., /•. ¢ ld / /s ch.........- 19 • •en�'ii�ww er)t. ...., , t' .e ,, J GRAPHIC SCAB "Wi6G uOT10N 9-II � NOTId1 A-A �'"• 1 NiaL r•-1s sou:1•-HY - Iw ,-.- 1 OVUM ono nt I f " IMAM NOW. al Oa.e! - . `;: YMa,1999 PRELIMINARY GRADING AND 98685.00 e„� �_ +W-•r.-1 BARANG BAPTIST CHURCH 'e`""N` w 1t` Newest ;MI ft Oa PenAaliegon Associates Consulting Engineers, inc. uo r,.00n itllr STORM WATER PLAN b.® KN 5w Kry nr On oven K.,,o, I M h .Yy w mu muss MATS immure.••RR. x IR,-.-•e•na W•n-Ne and.N NO son C1 • d City of R:..: n Department of Planning/Building/Public VVUiKs ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: pOL[ct_, COMMENTS DUE: NOVEMBER 16, 2000 APPLICATION NO: LUA-00-075,PP,ECF DATE CIRCULATED: NOVEMBER 2,2000 APPLICANT: Gerald Rieker(R&R Land, Inc.) PROJECT MANAGER: Steve Taylor PROJECT TITLE: EDMONDS PRELIMINARY PLAT WORK ORDER NO: 78700 LOCATION: Edmonds Ave. NE&NE 12th Street SITE AREA: 1.78 acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The proposal is to subdivide a 1.78-acre parcel into 16 lots for single-family residences. Lots would range ii size from approximately 4,350 to 6,880 square feet. Proposed access to the site is via a private street with connections to NE 12th Street and Edmonds Avenue NE. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics ' Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet • 1/UM IdleSCar B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. /2 F Signature oV irect o Authorized Representative Date Routing Rev.10/93 ,-—- l'i)1/ City i, ;),,,__i i Department of Planning/Building/Puill i _: _s ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: �0,AS COMMENTS DUE: NOVEMBER 16, 2000 APPLICATION NO: LUA-00-075,PP,ECF DATE CIRCULATED: NOVEMBER 2,2000,E APPLICANT: Gerald Rieker(R&R Land, Inc.) PROJECT MANAGER: Steve Taylor g �? Ng C -� 5 19�� PROJECT TITLE: EDMONDS PRELIMINARY PLAT WORK ORDER NO: 78700 . • �-: ,rr S LOCATION: Edmonds Ave. NE&NE 12th Street SITE AREA: 1.78 acres BUILDING AREA(gross): N/A R! rz: SUMMARY OF PROPOSAL: The proposal is to subdivide a 1.78-acre parcel into 16 lots for single-family reside ices. Los wou range t1n size from approximately 4,350 to 6,880 square feet. Proposed access to the site is via a private street,with connection'st8 NE 12 Street and Edmonds Avenue NE. ,n A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare - . Plants Recreation s' — Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet &lLitd - c�/ 7� dae.60-&-,i2.7-2,,,-77,---airaid -fro-i-afxd . 4- __, v2,,Tve(--- fc�� d/--gc- ,,,,,e.--,,,,,,,.. A7x ' � $5.3D. '2 pey, A,u� /7 /o74r.,_, • / B. POLICY-RELATED COMME S Gr4,c_ znio . ei Ocri /a /'7 • C. CODE-RELATED COMMENTS _ t. ice, We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. - ,rc 6e.1-lavd-- li a/0 a Signatu e of Director or Authorized Representative Date Routing Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL&DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department: Surface/Wastewater Comments Due: NOVEMBER 16,2000 Application No.: LUA-00-075,PP,ECF Date Circulated: NOVEMBER 2,2000 Applicant: Gerald Rieker(R&R Land,Inc.) Project Manager: Steve Taylor Project Title: Edmonds Preliminary Plat Work Order No: 78700 Location: Edmonds Ave NE&NE 12th Street Site Area: 1.78 acres Building Area(gross): N/A A. Environmental Impact(e.g.Non-Code)Comments No comment. B.Policy-Related Comments No comment. C. Code-Related Comments Surface Water: The site will require a drainage plan and temporary erosion/sedimentation control plans in accordance with the 1990 KCSWDM as adopted by the City of Renton. Surface water(SDC) fees of$525/single family lot will be required. Wastewater: The site will require installation of new sanitary sewer main to serve the plat and sidesewer connections to serve each new lot. Wastewater(SDC)fees of$760/single family lot will be required. //—/6' --ov Signature of Director or Authorized Representative Date Lua00075p1(a) City WM Department of Planning/Building/Pub W(irks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Cov yudpv Se .J(ce6 COMMENTS DUE: NOVEMBER 16, 200'O'�"p'r ^ ' APPLICATION NO: LUA-00-075,PP,ECF DATE CIRCULATED: NOVEMBER 2,2000 APPLICANT: Gerald Rieker(R&R Land, Inc.) PROJECT MANAGER: Steve Taylor PROJECT TITLE: EDMONDS PRELIMINARY PLAT WORK ORDER NO: 78700 nr]RPrp LOCATION: Edmonds Ave. NE&NE 12th Street u u SITE AREA: 1.78 acres BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The proposal is to subdivide a 1.78-acre parcel into 16 lots for single-family residences. Lots would range Ln size from approximately 4,350 to 6,880 square feet. Proposed access to the site is via a private street with connections to NE 12 Street and Edmonds Avenue NE. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics _ Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas whe - additional information is needed to properly assess this proposal. 4 Surer.' t r uthorize Re resen Date o irec o p Rev.10/93 -= Gng City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL&DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department: Water Comments Due: NOVEMBER 16,2000 Application No.: LUA-00-075,PP, ECF Date Circulated: NOVEMBER 2, 2000 Applicant: Gerald Rieker(R&R Land,Inc.) Project Manager: Steve Taylor Project Title: Edmonds Preliminary Plat Work Order No: 78700 Location: Edmonds Ave NE&NE 12`" Street Site Area: 1.78 acres Building Area(gross): N/A A.Environmental Impact(e.g.Non-Code)Comments No comment. B.Policy-Related Comments No comment. C. Code-Related Comments The site will require one fire hydrant within 300' from each new home per Fire Department Codes/Regulations. New water meters for domestic service will be required. Water (SDC) fees of $1105/single family lot will be required. /—/ --coo Signature of Director or Authorized Representative Date Lua00075p1b • 1 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Depai talent:Transportation Comments Due: NOVEMBER 16,2000 Application No.: LUA-00-075,PP,ECF Date Circulated: NOVEMBER 2, 2000 Applicant: Gerald Rieker(R&R Land,Inc.) Project Manager: Steve Taylor Project Title: Edmonds Preliminary Plat Work Order No: 78700 Location: Edmonds Ave NE&NE 12th Street. Site Area: 1.78 acres Building Area(gross): N/A A.Environmental Impact(e.g.Non-Code)Comments No comment. B.Policy-Related Comments No comment. C. Code-Related Comments The site has existing street improvements on the Edmonds Avenue NE frontage which includes curb, gutter, sidewalk, street paving and street lights. The NE 12th Street frontage will require curb, gutter, sidewalk, street paving and street lights. The on-site private roadway will require 20' wide street paving (asphalt) with 25' inside radius and 45' outside radius to meet Fire Depai talent Codes/Regulations. The new proposed on-site concrete retaining wall will require a structural engineer's approval for design and a special inspection to ensure wall is constructed per approved design plans/specifications. Traffic mitigation fee of $11,484., will be required (see attached fee calculation form). // f6"OC7 Signature of Director or Authorized Representative Date Lua00075p1b 3/310 • Of. • C �Y )*ft. O O .. :: .: :.. .. .. ........:.::.:.:....:....::.:. Project Name EJWONLIS PRE PO-) Project Address GbiAnotss AN 4- Oz Sr - Contact Person . ys`RALc. gmwa.. Address \2a a 8 N167 1\apt\ P(e 1 A-1 Rtcr.0 t.ir, 7$033 Phone Number ao(40-300- 5-7,/ Permit Number L M - - 6 75— Project Description IL°- 101 5 tmclug •EP ktLy pu c Land Use Type: Method of Calculation: Residential j ITE Trip Generation Manual C2to.) tzesioc;Nnorc, ❑ Retail 0 Traffic Study (.o'''`' G-DtTt0 ❑ Non-retail ❑ Other • Calculation: lb k -a1..5-7 153.lZ 1 S3, tZ x a 75 = ll,yvy. °= Transportation Mitigation Fee: \1)484, 00 Calculated by: 1<tTTekat._- Date: l l/l to/?,aw-10 11 Account Number: Date of Payment 4110 CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: November 17, 2000 TO: Steve Taylor FROM: Sonja J.Fesser SUBJECT: Edmonds Plat,LUA-00-075,PP Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced preliminary long plat submittal and have the following comments: Comments for the Applicant: See the attachment for items that need correcting. It appears that a portion of the subject long plat property is to be dedicated to the city at the northeast corner of proposed Lot 1 (a curve with a radius of 25 feet is noted at said corner). The legal description for the subject property currently mentions no exception to the property for said corner. Show all of the subject property at said corner, via dashed lines or other, and note the entire length of the north and east property lines.The appearance of this dedication parcel differs from what is noted under"PLAT DATA"(Sheet lof 4)that states that there is no street right-of-way dedication area. Remove this last statement from the drawing if it is not true. Information needed for final plat approval includes the following: Note the City of Renton land use action number and land record number,LUA-XX-XXX-FP and LND-10-0364, respectively, on the drawing. Please note that the land use action number for the final plat will be different from the preliminary plat and is unknown as of this date. Provide plat and lot closure calculations. Indicate what has been, or is to be, set at the corners of the proposed lots. Note all easements, agreements and covenants of record on the drawing. Note discrepancies between bearings and distances of record and those measured or calculated, if any. \H:\FIL E.SYS\LND\10\0364\RV001113.DOC ' � November 13, 2000 Page 2 Note whether the adjoining properties are platted(give plat name and lot number)or unplatted. The city will provide addresses for the proposed lots after preliminary plat approval. The addresses will need to be noted on the drawing. On the final plat,remove all references to trees, utility facilities,topog lines, building setbacks, paving and sidewalk details and other items not directly impacting the subdivision. These items are provided only for the preliminary plat approval. Note that if there are restrictive covenants or agreements to others(City of Renton, Homeowners Association, etc.) as part of this subdivision,they can be recorded concurrently with the plat. The plat drawing and the associated document(s)are to be given to the Project Manager as a package. The plat shall have the first recording number. The recording number(s)for the associated document(s)will be referenced on the plat in the appropriate locations. It appears that new easements are being shown for the benefit of future owners of the proposed lots. Since the new lots created via this plat are under common ownership at the time of plat recording, there can be no easement until such time as ownership of one of the lots is conveyed to others, together with and/or subject to specific easement rights. Add the following Declaration of Covenants language on the face of the subject drawing, if the previous paragraph applies: DECLARATION OF COVENANT: The owners of the land embraced within this plat, in return for the benefit to accrue from this subdivision, by signing hereon covenant and agree to convey the beneficial interest in the new easement shown on this plat to any and all future purchasers of the lots, or of any subdivisions thereof This covenant shall run with the land as shown on this plat. A Plat Certificate will be required for Council approval of the plat,to be dated within 45 days of Council action on the plat. Fee Review Comments: The Fee Review Sheet for this review of the preliminary plat is provided for your use and information. PROPERTY Sr~—ICES FEE REVIEW FOR SUBDIVD JS No. 2000 - O45. APPLICANT: L_C j , 1 Icr`( q 1 17D IR I I✓ Z RECEIVED FROM (date) JOB ADDRESS: c WO# 7B'7c-,o NATURE OF WORK: la 1 or 1.,01. (E3jlvlcat,1D LND# to -5 ,4 ❑ PRELIMINARY REVIEW OF SUBDIVISION BY LONG PLAT, NEED MORE INFORMATION: ❑ LEGAL DESCRIPTION SHORT PLAT,BINDING SITE PLAN,ETC. ❑ PID#'s 0 VICINITY MAP ❑ FINAL REVIEW OF SUBDIVISION,THIS REVIEW REPLACES 0 SQUARE FOOTAGE 0 OTHER PRELIMINARY FEE REVIEW DATED 0 FRONT FOOTAGE ❑ SUBJECT PROPERTY PARENT PID#082.305-9cc 5 X NEW KING CO.TAX ACCT.#(s)are required when assigned by King County. It is the intent of this development fee analysis to put the developer/owner on notice,that the fees quoted below may be applicable to the subject site upon development of the property. All quoted fees are potential charges that may be due and payable at the time the construction permit is issued to install the on-site and off-site improvements(i.e.underground utilities,street improvements,etc.) Triggering mechanisms for the SDC fees will be based on current City ordinances and determined by the applicable Utility Section. Please note that these fees are subject to change without notice. Final fees will be based on rates in effect at time of Building Permit/Construction Permit application. ❑ The existing house on SP Lot# ,addressed as has not previously paid SDC fees,due to connection to City utilities prior to existance of SDC fee Ord. SP Lot# will be subject to future SDC fees if triggering mechanisms are touched within current City Ordinances. ❑ We understand that this subdivision is in the preliminary stage and that we will have the opportunity to review it again before recordation. The following quoted fees do NOT include inspection fees, side sewer permits, r/w permit fees or the cost of water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement(pvt)WATER —o- Latecomer Agreement(pvt)WASTEWATER -O— Latecomer Agreement(pvt) OTHER -p- Special Assessment District/WATER tp- Special Assessment District/WASTEWATER - - Joint Use Agreement(METRO) _ Local Improvement District * — Traffic Benefit Zones $75.00 PER TRIP, CALCULATED BY TRANSPORTATION FUTURE OBLIGATIONS — SYSTEM DEVELOPMENT CHARGE-WATER 0 Estimated #OF UNITS/ SDC FEE ❑Pd Prey. 0 Partially Pd(Ltd Exemption) ❑ Never Pd SQ.FTG. Single family residential$850/unit x I - $ 13,600 cb Mobile home dwelling unit$680/unit in park Apartment, Condo$510/unit not in CD or COR zones x Commercial/Industrial, $0.113/sq.ft.of property(not less than$850.00)x Boeing,by Special Agreement/Footprint of Bldg plus 15 ft perimeter(2,800 GPM threshold) SYSTEM DEVELOPMENT CHARGE-WASTEWATER 0 Estimated ❑Pd Prey. 0 Partially Pd(Ltd Exemption) 0 Never Pd Single family residential$585/unit x I *'q''C�,oo Mobile home dwelling unit$468/unit x Apartment, Condo$350/unit not in CD or COR zones x Commercial/Industrial$0.078/sq.ft.of property x(not less than$585.00) SYSTEM DEVELOPMENT CHARGE-SURFACEWATER 0 Estimated ❑ Pd Prey. 0 Partially Pd(Ltd Exemption) ❑ Never Pd Single family residential and mobile home dwelling unit$385/unit x IC, 44 All other properties$0.129sq ft of new impervious area of property x (not less than$385.00) ' R,Q PRELIMINARY TOTAL $ �iIE $2Cr,ISO.00 I Arai }�& cJc 1 I�17/oca .4 IQ Signattyf$of Re e ving Authority D�(TE P VV���JJJ Pi o ❑ *If subject property is within an LID,it is developers responsibility to check with the Finance Dept.for paid/un-paid status. ❑ Square footage figures are taken from the King County Assessor's map and are subject to change. ti 0 C ❑ Current City SDC fee charges apply to N. . c1-+ >�,s A -1`0 I�.1cR :T� ol-J l l�o I • 4 N l.0 I L.L 71 It- 1-.ICVv Co1Ji l�'�10)4 c:/template/feeappl/tgb EFFECTIVE July 16, 1995/Ord.Nos.4506,4507,4508,4525,and 4526R A City of Rem. Department of Planning/Building/Public Wns ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: E6,0 (/1/1(G Ptatiff COMMENTS DUE: NOVEMBER 16, 2000 APPLICATION NO: LUA-00-075,PP,ECF DATE CIRCULATED: NOVEMBER 2, 2000 APPLICANT: Gerald Rieker(R&R Land, Inc.) PROJECT MANAGER: Steve Taylo PROJECT TITLE: EDMONDS PRELIMINARY PLAT WORK ORDER NO: 78700 RIl_'Il! 'p1";, LOCATION: Edmonds Ave. NE&NE 12`h Street NO V SITE AREA: 1.78 acres BUILDING AREA ross : N/A 2OU� FrpNOMtC DEVELOP,, n, SUMMARY OF PROPOSAL: The proposal is to subdivide a 1.78-acre parcel into 16 lots for single-fa ' esN HLots'Wofild range Ln size from approximately 4,350 to 6,880 square feet. Proposed access to the site is via a private s re a 'ections t NE 12` Street and Edmonds Avenue NE. A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth • Housing Air Aesthetics Water _ Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet • B. POLICY-RELATED COMMENTS 5116- i S p )C,N/j-7 c� (z 19( I,i- _ ©Q t o-ru S 1 w 7 fFc`- CaYwP l it-'Yv s t v Zr Y9L1 v r\S 0 23U.0 ?' tS 5u , 01 s5i1 Woks►-KsiJT iS 1-77f1 Hsl7. 60 Frt_sze,i219--(„tz.,tc_ 7Ljf j s-c._ C. CODE-RELATED COMMENTS We have revi ed fhis a p�lication with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas ere additional' o ti•• is needed to properly assess this proposal.1` �!/i //00 Signature of i ctor or Aut rized Representative Date Routing Rev.10/93 41. • Edmonds Preliminary Plat1141/ 11/15/2000 City of Renton Density Worksheet for Development in the R-10 Zone According to Renton's City Code,the standards for new development in the R-10 Zone require that residential densities fall within a range of 7 to 10 dwelling units per net acre acre. If a development is composed entirely of detached single family units,maximum density is increased to 13 units per net acre. (RMC 4-2-110F) 1) Total parcel size minus street r-o-ws and sensitive areas: 75797.00 square feet 2) Net Acreage(line 1 divided by 43560): 1.74 acres dwelling units net density 3) Maximum and minimum allowed dwelling units Max. (10) 17 9.77 and respective net densities: Min. 13 7.47 4) 75797.00 sq ft and 16 dwelling units result in a density o 9.20 d.u./acre. Deductions from gross area: 1664 for private road easement. H:\DIVISION.S\DEVELO P.SER\D EV&P LAN.IN G\DEN CALC.XLS n J City of eFeWn Department of Planning/Building/Publl& ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: riv Pj/.e(/,t)4±10/I COMMENTS DUE: NOVEMBER 16, 2000 APPLICATION NO: LUA-00-075,PP,ECF DATE CIRCULATED: Iti MEF�, .�UOl w 2 ", APPLICANT: Gerald Rieker(R&R Land, Inc.) PROJECT MANAGER: e—Taylor V !!�S PROJECT TITLE: EDMONDS PRELIMINARY PLAT WORK ORDER NO: 7 0 NOV v 3 2000 LOCATION: Edmonds Ave. NE&NE 12th Street ""J SITE AREA: 1.78 acres I BUILDING AREA(gross): N/A CITY OF RENTON FIRE DEPART T SUMMARY OF PROPOSAL: The proposal is to subdivide a 1.78-acre parcel into 16 lots f � I nts woul i range jinn size from approximately 4,350 to 6,880 square feet. Proposed access to the site is via a private street with connections to NE 12 Street and Edmonds Avenue NE. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet . !0 fry` " B D B. POLICY-RELATED COMMENTS Xiiii C. CODE-RELATED COMMENTS au/ea/0,4x We have eviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas w re additional inf ation is , ded to properly assess this proposal. 10 •i ; // 30� Si na re of Director or Authorized Repre ntative Date Rouin Rev.10/93 • I* OD Y S.fS O CITY OF RENTON FIRE PREVENTION BUREAU �,�N�o� MEMORANDUM DATE: November 3, 2000 TO: Steve Taylor, Senior Planner FROM: Jim Gray, Assistant Fire Marshal \ It— SUBJECT: Edmonds Preliminary Plat, Edmon V Av NE & NE 12th MITIGATION ITEMS; 1. A fire mitigation fee of$488.00 is required for all new single family structures. FIRE CODE REQUIREMENTS; 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structures. 2. Access roadway requires 20 Foot paved roadway and shall be identified as a Fire Lane per City Ordinance. Please feel free to contact me if you have any questions. 'DEVECOPM N ER E DI <:»:>:>»<::>::::»::>::::::::;::::<:>::::::::::::<:»:::<::<:. ::::::>:::>::::>::::: S S .',111111 i .... .: ...: iii LSTCFSURROUNDINGPROPERT OWNERS:I . : : : . : hii : e ' fts :: ,,It >>:>:>:> :: :«`:>:>:<::>«:<:>::>..: :><?:... ::::s?2,m,iv :. 00::feto heubject, e > ,PROJECT NAME: E1/71Z) r Pr011 Hi/12 4/2 y 1D/2 APPLICATION NO: LO 0 -OO - 675, FF Vcr- 1 The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. Parcel Number Owner Name Site Address 042305 904809 Renton School Dist 403 1416 Edmonds Ave NE Renton 98056 082305 909408 Lukowski David G/Jackie L 1164 Camas Ave NE Renton 98056 082305 910406 Van Duine David W 2335 NE 12Th St Renton 98056 082305 911107 Friendly Food Mart Management Inc 11549 Sunset Blvd NE Renton . 082305 913400 Agabian Nina 116Th Ave SE Renton • 082305 914606 Jaeger Robert F 2304 NE 10Th PI Renton 98056 082305 914705 Wendling Fred L 2331 NE 12Th St Renton 98056 082305 919506 Puget Sound Energy/Elec Ne 12Th St Renton 082305 920306 Vuong Ha Tat 2300 Sunset Ave Enumclaw 98022 092305 906106 Renton Hills Apartments L L C 1140 Edmonds Ave NE Renton,98056 092305 908003 . Ernest Laurence J 1132 Edmonds Ave NE Renton 98056 092305 910207 Renton Church Of Christ *No Site Address*Renton 092305 916105 Highlands Care Center 1100 Edmonds Ave NE Renton 98056 332740 001000 Rice Clay A 2316 NE 12Th St Renton 98056 332740 002008 Ruiz Javier/Marina. 1207 Dayton Ave NE Renton 98056 332'740 003006 Woods Mark Allen 1211 Dayton Ave NE Renton 98 C�JELOPiMEPIT PLANNING 332740 004004 Zuehlke Timothy M 1215 Dayton Ave NE Renton 98056 CITY OF REN ON 33274(J Ol 1009 Sinclair Patrice S/Mark A 1216 Dayton Ave NE Renton 98056 7N 332740 012007 Williams Robert H;Dela Cruz Ester 1212 Dayton Ave NE Renton 98056 JUM o �� 332740 013005 Fields Reidun 1208 Dayton Ave NE Renton 98056 332740 014003 Scappini Richard J&Terre 2400 NE 12Th St Renton 98056v ® 334390 032400 Arearius Homes Llc *No Site Address*Renton 813020 001000 Khammixay Sandy S 1150 Sunset Blvd NE#101 Renton 98056 813020 002008 Ryon Marlene J 1150 Sunset Blvd NE#102 Renton 98056 813020 003006 Astron Dev Group Inc 1150 Sunset Blvd NE#103 Renton 98056 813020 004004 Fassett Valerie 1150 Sunset Blvd NE#104 Renton 98056 813020 005001 Garretson Cheryl 1150 Sunset Blvd NE#105 Renton 98056 813020 006009 Godhng Christopher D/Shirley P 1150 Sunset Blvd NE#106 Renton 98056 813020 007007 Sunset Heights Condominium 1150 Sunset Blvd NE#107 Renton 98056 813020 008005 Van Dyke Sallie C/Sidney R 1150 Sunset Blvd NE#108 Renton 98056 813020 009003 Ball Mary 1 1150 Sunset Blvd NE#201 Renton 98056 813020 010001 Tram Ho Kim;Nguyen_Hiep Thi 1150 Sunset Blvd NE#202 Renton 98056 813020 011009 Walsh Kevin F .1150 Sunset Blvd NE#203 Renton 98056 813020 012007 Snyder Dolma A 1150 Sunset Blvd NE#204 Renton 98056 813020 013005 Walters Georgia Jane 1150 Sunset Blvd NE#205 Renton 98056 813020 014003 Phillips Valerie E 1150 Sunset Blvd NE#206 Renton 98056 813020 015000 Dungey Philip A/Winnie W 1 150 Sunset Blvd NE#207 Renton 98056 813020 016008 Seaberry Gayland 1150 Sunset Blvd NE#208 Renton 98056 813020 017006 Ostlund Marianne R 1150 Sunset Blvd NE#301 Renton 98056 (Attach additional sheets, if necessary) - (Continued), 813020 018004 Thibodeaux Aimee H 1150 Sunset Blvd NE#302 Renton 98056 813020 019002 Walcom Jerry Sue 1150 Sunset Blvd NE#303 Renton 98056 L 813020 020000 Ackley Marjory E 1150 Sunset Blvd NE#304 Renton 98056 813020 021008 Messiah Fa'Izah A 1150 Sunset Blvd NE#305 Renton 98056 813020 022006 Cehajic Vedad/Medina 1150 Sunset Blvd NE#306 Renton 98056 813020 023004 Cao Hoa V&Bui Phoebe P 1 150 Sunset Blvd NE#307 Renton 98056 813020 024002 Purvis Jay G 1150 Sunset Blvd NE#308 Renton 98056 813020 025009 Woodhouse David 115(1 Sunset Blvd NE#109 Renton 98056 81302(1 026007 Stream Ellen F • 1150 Sunset Blvd NE#110 Renton 98056 813020 027005 Hasson Joseph A 1150 Sunset Blvd NE#111 Renton 98056 813020 028003 Ayers Laurel J 1150 Sunset Blvd NE#112 Renton 98056 813020 029001 Chase Mortgage Company 1150 Sunset Blvd NE#113 Renton 98056 813020 030009 Kvvong So Ying 1150 Sunset Blvd NE#114 Renton 98056 Applicant Certification / y� I, l ,,ter y�o/11 V/I/i1 Pi / , hereby certify that the above list(s) of adjacent property k (Print Name) owners and their addresses were obtained from: ❑ City of Renton Technical Services Records ❑ Title Company Records CI County Assessors Records • G�" z. Signed r/ Date /'CD (Applicant) NOTARY MOUNIR H. TOUMA ATTESTED: . Subs r�i�j ed and sworn before me, a No�,t,ajjy Pu Iigf Qr7 r�fiffi,it3hiNSI®tb of Washington, residing at C'e-t k� /c}ry` on the it- day f __ , -HOC) ,,i ,-- Signed M COMMISSION EXPIRES 8-09-03 �-e. r;L.v. .Pa,_-- •(Notary Public) :;y::y:iF r�:'>' : >:: :::»::::::::::::::::;:«::::»::> ...,.. :;»::»>::»>::»>:<:>:: :.:;:::»:::< .....:::::::}::i.........o...Crt ..of:Ren. on:>:U :::......::....:::.':::.i:::::::::::::::::.::.: :::::::::::::::::::::::::::::::::: :iii: i:;:o::srii : • '<' ....CERTIFICATION: :;F>MAI''IN�.i..:`y:,::.;.;.;;::.::::: :.;.::.;:.;'::<.:.;'.};'<:::::::::: ;.;: O ..MAILING T. , :: i::i::.IA�d6:�:i�r. .'•�::.���'�l' firl :ll'r11N..:i'. 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'.;:..:.. ::. ....:.:..y •i i.::v:lPi: �:'i n'::v'i::::,.:�iv:i::!- ::. :k ai:ii , :iii: :y I ned:::.`��. .:.. . ].✓..� :.ii:::.i:': �..: .. .:::::i:<i:<:::::;:<:i:>:::>ii<; .;:.:>::::� ii::;<:::::iD .::..�:�:::.:::.:::.:::.::::.>.. ..:.............................::. :.::. .;:..>:. .,.�" ate. ............................................................: �:::.::::w::::::::�y:•i}iii:::::.:........::::::::::::::::..............................................:._:K•.:�:.K�:.�. �.... .. • ATTE 7' ::S < >beihe S. .Subscr be :and<' 'w�rn?> fr` <::<, :::::< s. .o....be. o.e. .e..a..N.ota`:�'::>1�ublc''>in<andfor •,h`''8.fateiof<Vl/ashin- on<> ::>:• :> : d::..:::::::::.::::::..:::.::::.::.:::..:::::::::::::...:::::::::::.::....ry.:.:�:.:::.::.:.: t.:: gt..:::.::::. .::.::. ... ..din .. t........ . . ... .. ............................on t'eii:<:ii:::< :;..:'..::: : ... :y .::..:::: ::::: ................g...... �� .,� .� ...........................:: h...::�. �, d.e:;i:of:i::i::ii:>i.<.:»' :>: ;:>;>:::::iiii::;:::::>:::»»<:<::::>:�<:::: :t ,�,� < . ;.;;:.>i:;:::.;y:-....::......�.:.:~(�....:.. .....::.. �....�..................:;:.i::�.i -.• �. .�2 :':• �:. :...:r}: ..��...�....r3:.:.i::.i::.i:.yi:.i:.: SIned....... ............. .... ...... .. ........ ........ . .. ...... . ::::::.:::::::::.:::.}}}.A}:.;:.;:.;:.i:.:.::;.;i:.:;.y:.i:.;i:.:.::.::.i;:.;:.y:.:::.::::. _:.i:.:;.::.;:.::::.::.;:.;:.;:.y:.ii:.:.;:.i:.;>:.i:.ii:.i:.i: g . �. �� .� ::...:.::::..::. :: . :. :::.:::. ::: :::..y:i}: :;.:;:;.y:<::,:}::::::::.;;<.y; , listprop.doc REV 07/95 2 ID s ARO * Proposed Mitigation Measures: 41wivrP�. • 1. The applicant shall pay the appropriate Fire Mitigation Fee equal to$488 per new single family lot. The Fire Mitigation Fee Is payable prior to recording the subdivision. NOTICE OF APPLICATION 2.'The applicant shall be required to pay a Traffic Mitigation Fee of$75 for each average daily kip associated with the AND PROPOSED DETERMINATION OF NON- project.The required mitigation shall be paid prior to recording the subdivision. • SIGNIFICANCE (DNS), MITIGATED 3. The applicant shall pay a Parks Department mitigation fee of$530.76 per new single family lot. The required mitigation fee shall be paid prior to recording the subdivision Comments on the above application must be submitted in writing to Mr.Steven Taylor,Project Manager,Development • DATE: November 2,2000 Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on November 16,2000.This matter Is also scheduled fora public hearing on December 19,2000 a19:00 AM,Council Chambers,Seventh Floor,Renton City Hall, LAND USE NUMBER: LUA-00-075,PP,ECF 1055 South Grady Way,Renton.If you are Interested in attending the hearing,please contact the Development Services Division,(425)430-7282,to ensure that the hearing has not been rescheduled.If comments cannot be submitted in APPLICATION NAME: EDMONDS PRELIMINARY PLAT writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner.If you have questions about this proposal,or wish to be made a party of record and receive PROJECT DESCRIPTION: The proposal is to subdivide a 1.78-acre parcel into 16 lots for single-family additional Information by mail,please contact the project manager.Anyone who submits written comments will residences.Lots would range In size from approximately 4,350 to 6,880 square feet. Proposed access to the site is via a automatically become a party of record and will be notified of any decision on this project. . private street with connections to NE 12 Street and Edmonds Avenue NE. PROJECT LOCATION: Edmonds Avenue NE and NE 12°i Street CONTACT PERSON: STEVEN TAYLOR(425)430-7219 OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M):As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project.Therefore, as permitted under the RCW 43.21C.110,the City of Renton Is using the Optional DNS(M)process to give notice that a DNS-M is likely to be Issued.Comment periods far the project and the proposed DNS-M are integrated into a single comment period.There will be no comment period following the Issuance of the Threshold Determination of Non- PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION Significance Mitigated(DNS-M).A 14-day appeal period will follow the Issuance of the DNS-M. PERMIT APPLICATION DATE: June 7,2000(Revised November 2,2000) • • NOTICE OF COMPLETE APPLICATION: November 2,2000 Permits/Review Requested: Environmental(SEPA)Review:Preliminary Plat Approval Other Permits which maybe required: Construction Permits,Building Permits r-,..-.-A .Q 8'j , yy •-wI cc- ;��• c;_ . Requested Studies: Geetechnical Report „Q I. ��zzlE Eki z o j,m_e r7 • 4e -"`�•"t ,c.1al¢�'�r�. Fn Location where application may • Es 1 Q•' . i ,!A a i ' r a C, be reviewed: Planning/Building/Public Works Division,Development Services Department, _2.p?' T-ya,---I .. I . Flff'. g„,,g1 ' GIs • - 1055SouN Grady Way,Renton,WA98055 ` m i , .j oh:.,�y ;; �j'•^! i `I � r :Ftgz. 7 _. st I.. Ey d,.1, F.,... I° M. •.;°3-L1 Srcl..r:sao' I lam_ fit,,•'a r' _ t,. PUBLIC HEARING: Public hearing scheduled for December 19,2000 before the Renton Hearing . ay .., -s> ,�.' r "w , Examiner in Renton Council Chambers.Hearings begin a19:00 AM on the 7th , L. _ .-n-x--1 a• I w y�,>, boor of the new Renton City Hall located at 1055 Grady Way South. ' @ 7' ( •�;i,f - '[:•'- p - - i P:Lt k reed rip ''1`.,,a'rz• Sip h'+1•I. irk , is CONSISTENCY OVERVIEW: --x- I .-rzr--•„_. r. _- _ - - 'r... J '- ---- .1-:- nsu itr-`!.Q:'tfr.t a, ff 4P"'`''�Fe= jLg If Land Use: The site is designated Residential Options on the City of Renton's ...- -. e t �, _ .,i. • e 43 '-"' Comprehensive Plan Land Use Mapand Residential-10 dwellingunits per acre' , .•J.,•� .t. p (R-10)on the City's Zoning Map.The proposed density is consistent with both �t•. ..A art•-.'_ti<a'';.;.8,,1...® --x I/i '.,ti;, ;c7 Ott ,d' land use designations. A' ° - ff�a 3'- ,5 °' '^F'' � Environmental Documents that a.--r--��— n -a-ure--sue o ' ! ,,,,, �`a•`Evaluate the Proposed Project: None known p Po ©3\ a 1� ♦ r • Development Regulations =��W••°,r''='` ff'----�� i.,rc.a./ 'q I.* `- ;. ,"• , r Used For Protect Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Code, ,fit 61 ..icnn, i 7�. ,•n % 4' ';',..2:t., i ! I' \ 4+4a Subdivision Regulations,Sensitive Areas Ordinance,Public Works Standards, „ ` a 3ti• ' •'�'- __--�..a.•L• �. :'++ Q..,,,,! �l r Uniform Building Code,Uniform Fire Code and other applicable codes and • '� Ct7 yy.�' fA,,,.,,,,,, e @ CM, xg regulations as appropriate : .•.. - m8'V t-, ,,, A • ,3e s ©.�,e. -•�--1'.,i-',o_ �'7j,,,. fin. ',�t� NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION ' CERTIFICATION — - -- • I, A i ee )eJ3 'i L.) , hereby certify that ' copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on . i ooit . 3 CEO • Signed: ( l « /2i7- AFI'EST: Subcribed ansl worn before me,a Nortary Public,in and for the State of Washington residing in, - -r1 , on the / Co ,JG- day of d, —3_490 ` •C��-vt�'/la4 f MARILYN I�'YN i�AMGHEFF OTARY PUBL/C STATE OF WASHINGTON f` MARtLYN F ,..9• ' COMMISSION EXPIRES JUNE 29, 2003 MY APPOINTMENT EXPIRES:6-2 _.,�- �y CITY C 1' RENTON. Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator • November 2, 2000 Mr.Tom Touma Touma Engineers • 6632 South 191st Place, Suite E-102 Kent,WA 98032 SUBJECT: Edmonds Preliminary Plat Project No. LUA-00-075,PP,ECF Dear Mr. Touma: The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review.. It is tentatively scheduled for.;consiideration'by the,Environmental Review Committee on November 28, 2000.: Prior to that review; you_will be notified if any additional information is required to continue processing your application. The date of Tuesday, December 19,.2000at 9:00 AM, has been set for a public hearing - to review the above-referenced matter. The hearing, before Mr. Fred Kaufman, Renton Hearing Examiner, will be held.in the Council Chambers on the seventh floor of Renton - City Hall. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. • Please contact me, at(425)430-7219, if you have any questions. " Sincerely;- - . Steve Taylor Senior Planner cc: Mr. &Mrs.Robert Florer/Owners • Mr. John Banchero/Owner Mr. Gerald Rieker/R&R Land, Inca • accoptaaco 1055 South Grady Way-Renton,Washington 98055 aS This oaoer contains 50%recycled material.20%oost consumer CITY F RENTON ..ti. .., Planning/Building/Public Works Department Jesse Tanner;Mayor Gregg Zimmerman P.E.,Administrator November'2, 2000 Superintendent's Office Renton School District #403 300 SW 7th Street Renton, WA 98055-2307 /L441 6>146/0.D0 Subject: Edmonds Preliminary Plat �LBG41a. -•i- Project Number LUA-00-075,PP,ECF The City of Renton Development Services Division has received an application for proposal to subdivide a 1.78-acre parcel into 16 lots for single-family residences. Lots would range in site from approximately.4,350 to 6,880 square feet. Proposed access to the site is via a private street with connections to NE 12`h Street and Edmonds Avenue NE. In order to process this application, the Development Services Division needs to know which Renton schools would be attended by children living in residences at the location indicated above. Would you please fill in the appropriate schools on the list below and return this letter to my attention, Development Services Division,City of Renton, 1055 South Grady Way, Renton,Washington 98055. Elementary School: Middle School: High School: Will the schools you have indicated be able to handle the impact of the additional students estimated to come from the proposed development? Yes No • - Any Comments: • Thank,you for,providing this`important information. If you have any' questions regarding this project, please contact me at(425)430-7219. • Sincerely, • • Steve Taylor - Senior Planner 1055.South Grady Way-Renton,Washington 98055 ai This nanar,nntains 60%recvcled material-20%oast consumer Nov 01 00 05: 47p TOUMH ENGINEERS 4252510E25 p. 1 • i r4 •a. ��ev� /tee/A,- to ..:... .: .. .. WORKSHEEIG:: gdd,r/.04 --" c?� p/IF 7 t V"® i2 LIJA /-r7,4" 1. Gross area property: 1. 77 Y.Z0/ square feet 2. Certain areas are excluded from the calculation. These include public roadways and sensitive areas*. Total excluded area: 2. /2., /D7 square feet • 3. Subtract line 2 from line 1 for net area (or total of lot areas): 3. lv. ", 354- square feet 4. Divide line 3 by 43,560 for net acreage: 4. //5 o acres 5. Number of dwelling units (d.u.) planned: 5. J4 units 6. Divide line 5 by line 4 for net density: 6. /D. ( d.u./acre /lo lots would result in a net density of /D. G 4 dwelling units per acre. * Sensitive areas are defined as "areas not suitable for development which are included within the City's greenbelt, geologically hazardous, wetlands, or flood plain regulations." (City Code Section 4-31-2: Definitions • DENSITY.DOC . 11 CITY OF RENTON DEVELOPMENT SERVICES DIVISION AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN(S) STATE OF WASHINGTON ) COUNTY OF KING )\ ,..1.1-c g_ czki , being first duly sworn on oa , deposes and says: 1. On the 6 day of U (✓7ii,C.. ,20 1Y`0 , I installed / public information sign(s)and plastic flyegbgx on the property located at 00 " gdr/�t-a�-O /$�1,(. for the following project: g �.is P44) Proj jg n me,� 1.4it,, Owner N me 2. I have attached a copy of the neighborhood detail map marked with an"X"to indicate the location of the installed sign. 3. This/these public information '•n(s)was/we c• s lted and installed in locations in conformance with the requi - anis of Ch-.ter � 4 of '�e •• ►/ • eipal Code. Ins - - atur-� SUBSCRIBED AND SWORN to before me this 141.day of \ , 20 Ob . NOTARY PUBLIC in an_d fpr the State of Washington, residing at �G My commission expires on ?/l9/90 I . PUBSIGNS.DOC REV.05/00 ,ls=__ GITVOjr�F.t Q1 �=' 1 JUN 16 2000 BUILDING DIVISION 1 12 t 5. Responsibility for Installation, Maintenance and Removal: The applicant shall be-solely responsible for:-the construction, installation, maintenance and removal of the sign(s) and the associated costs. The applicant must install the sign(s) within one week of the date of application and provide the Development Services Division with a notarized "Affidavit of Installation of Public Information Sign(s)" in order for the application to be considered complete. The applicant is required to maintain the notice board in good condition until the final City action on the proposal. The sign(s) must be removed within a week following the end of the appeal period after the final Council or Examiner decision. If the sign is removed prior to the final action of the Council or Examiner, the applicant is responsible for immediate replacement of the sign. 6. Responsibility for Update of Sign and Installation of Notices of Environmental Determination and Public Hearings: Once the basic sign, laminated site plan, and plastic case have been installed by the applicant, the Development Services Division will post a laminated notice of the project's acceptance at the site as well as fill the plastic case with loose copies of the same notice. The Development Services Division will subsequently be responsible for posting any environmental determination, notice of hearing, and final decision. Several.local companies that provide laminating services are Graphics Laminating (425- 251-3583), Highland Packaging Center (425-226-7573), and Kinko's Copies (206-244- 8884). 7. Return of the Plastic Flyer Case to the Development Services Division: The plastic case must be returned to the Development Services Division (6th Floor) prior to plat recording. . „ .. ;,...,::!:...w},dprwW.➢e PO!!UP 7Y?:01s s.r.4.4 a43fi7 73TZ e V 1.17MO ; E:;. L E Mr_N •:•.ij•:'.•;:.•ii•::ai:::i•ii•.::i.:::i!:i:'g;!.•l.j.•i•':;•:'i::•i•;•;.i:.-.:.•11:iji.•:i:::;.;..P.•i.•i.•il:..:...:.•i.;.::.•':..::f.::.•'!.;;ijiiril.;:::'i:;;i!i..;.;li;:M'WiK:t: ::: .. . .>.<....................::..::..::...:..:::.:..::...:: .E ::.:A. P.L I:CAT. ::. :. ...:...:........::.:.:.. .:::.:..........::::::::...... ::. ROPERTY...OW :>:::::.§:si•;;:::::»::::>::»;:»<»:<::: : ::::><: ::>:::;�::«:::>::::<�:<::....... ... .... ... ENS ............::::: :::::...:::::::.: .:: ::: :<:> :::::�:::�;:::�:::::;:::::«::::::::::;.;:.:.;:.:: .... ... ....... ............:.:.:.� :.:.................................... .:.................................. ....:.............................................:.:... N�OF.�M�IT'ION;:.>:<:»:<:::»>:<:.:;.;:::<:::»:<:::; Note;ii,t.therb;.i9;niofe;thBhpY�e 1eyel;bWnet ii:00�sA:4iiteCfi iik:O.:4 io�bl hatAriteil Mesttii:Appl(cigtiori.fOt::AiCIi;b.iiiiii ......... PROJECT OR DEVELOPMENT NAME: NAME: r wehdall Edmonds Plat preli nlinarrd Plat John S. Bdnctruto vioodaaI 142 CO 15 P0.�--AvehV c Norl-t4 PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: 12228 NE 112th Place #A-1 ,�^ Edmonds Ave NE & NE 12th St kRelAk +v ` ci 5 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): CITY: Kirkland- ZIP: 98033 082305-9043 TELEPHONE NUMBER: ?'Z4-I0(� Sewjr 425-8-2-3'-1-z' 9 - vex-v 1 EXISTING LAND USE(S): I ° 1 Family Single a ' . .. ...... . .:. . :.. ..: .::: :AI�T (jfothar than owner) .....�:<::::.::>:<::: Y PROPOSED LAND USES: NAME: Geraid-•R1.eket Single Family COMPANY(if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: R & B Lan(' TNC_ Single Family ADDRESS: 1 2228 NE 1 1 2pth Place #A-1 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): Single Family CITY: Kirkland ZIP: 98033 EXISTING ZONING: DEVELOP MEP!�-PLANNING CITY i'1:`-4(iwONV R10 IJUNC7F3C9 TELEPHONE NUMBER: 206-300-591 1 PROPOSED ZONING (if applicable): R® CC VE D ::::;::..:.•..:.::.:<:::::..:�:...;;...:.;.:::;:.;ACT hERSON;;;;:.;;::<>;:;:>::;:::»:::>:::>::::> ;>:;;:; R10 SITE AREA (SQ. FT. OR ACREAGE): NAME: r-NIr DI•," ININ Tom Touma 1 .78 Acres bP�Cj�(J� -.N COMPANY (if applicable): PROJECT VALUE: JU9'. . Touma Engineers ADDRESS: 6632 - S 1 91 st Place Ste E1 02 IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? • Yes Zone 2 .r ' CITY: Kent ZIP: 98032 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? No TELEPHONE NUMBER: 425-251 -0665 G . L U SG IP T`Y` :i�t,tt�:Cil':.�'i5 �sheet<:if>::r�r�c�sgar::. ..............................:..:.:...::.:. <::>::::.:...:.::::.:::::<..<:.::.»'.:;;:.;:.;. .. ..::. .I.. . .. . .�.... ;3..t..�'t.:� . ... ......+��.. .:.�t.�..#... II: .� f:rmlrrl. ::.. •�:.>::>�:�:::::<::.::.::;•;.:.:..:..:.:::.::.:.::;::::•• ANNEXATION $ SUBDIVISION: • _ COMP. PLAN AMENDMENT $ • REZONE $ — LOT LINE ADJUSTMENT . _ SPECIAL PERMIT $ _ SHORT PLAT $ TEMPORARY PERMIT $ jENTATIVE PLAT $ CONDITIONAL USE PERMIT ZPRELIMINARY PLAT $ 6 _ SITE PLAN APPROVAL $ _ FINAL'PLAT $ _ GRADE & FILL PERMIT $ (NO. CU. YDS: ) _ PLANNED UNIT DEVELOPMENT: VARIANCE $ , (FROM SECTION: ) PRELIMINARY WAIVER $ FINAL _WETLAND PERMIT ROUTINE VEGETATION MOBILE HOME PARKS: MANAGEMENT PERMIT $ _ BINDING SITE PLAN $ • SHORELINE REVIEWS: • _ SUBSTANTIAL DEVELOPMENT $ CONDITIONAL USE $ VARIANCE $ _ EXEMPTION $No Charae ENVIRONMENTAL REVIEW S ADO•I%V T REVISION $ • I, (Print Name) , declare that I am (please check one)_the owner of the property involved in this application,_the authorized representative to act for the property owner(please attach proof of authorization), and that the foregoing statements and answers herein contained and the information herewith submitted are in ell respects true and correct to the best of my knowledge and belief. 26. aae 22X ATTEST: Subscribed end sworn to before me, a Notary Public,In and for the State of residing at (Name of Owner/Representative) , on the_day of 19 (Signature of Owner/Representative) (Signature of Notary Public) }:.....:::L:{�Q<;::�:•;::�.:;::::.!:•i;i::i::::i.i:ji:::!::::::!::�::::v:..:'�::::i ::'::::;:;;::: y;; i:i::: :i::v::...:: .�:::{::::: is°:..sectio :..::.:.k"... .....:.....:.......::.....rr!R te....:::YCity.Staff..).:::::::,::::.: . ... ...:::::. :..: : : .. .::.......... .::.... .. :: :: ::::::.:..::::::::.:.::..::.::..:::....:::.::CA.:::S:...:CAP-.U:: :::.r✓P,A<<::>.CIt A' :;CU- .:.: • :::.. >:«. M P:;<r : . ::::< _ '::<;>:: <::<::. >::::: :.......::::::.;..,. > ;..... ... :... .H .....,FPUD...::.F., ::;:.:RU:MP:>;:<:>SA.A :,:SAH ;:•;SNP..L:A:.:�:;SNPL-N:::::;5P;::::;<SM>:r:>SME<>':>T :' ;'. :OTAL:FE...S 5 :...:.:.::: : TQTAL'�POSTAGE`PRO 1/ DED MASTERAP,DOC REVISED 8/97 ATTACHMENT - FOR LAND USE PERMIT MASTER APPLICATION LEGAL DESCRIPTION R and R land INC. BEGINNING ON THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; 30 FEET WEST OF THE NORTHEAST CORNER OF SAID SECTION 8; THENCE WEST ALONG THE NORTH BOUNDARY LINE OF SAID SECTION, 145 FEET; • THENCE SOUTH PARALLEL TO THE EAST BOUNDARY LINE OF SAID SECTION 638.93 FEET, MORE OR LESS, TO THE NORTH LINE OR MARGIN OR MARGIN OF PRIMARY STATE HIGHWAY NO. 2; THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE NORTH LINE OR MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 2, TO A POINT 30 FEET WESTERLY OF THE EAST BOUNDARY LINE OF SAID SECTION 8, AS MEASURED ALONG A LINE PROJECTED AT RIGHT ANGLES TO SAID EAST BOUNDARY LINE; THENCE NORTH PARALLEL TO AND 30 FEET WESTERLY OF THE SAID EAST BOUNDARY LINE -OF SAID SECTION TO THE POINT OF BEGINNING; EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 655879, FOR PRIMARY STATE HIGHWAY NO. 1; AND EXCEPT THAT PORTION THEREOF BEGINNING AT A POINT 75 FEET NORTHEASTERLY AND OPPOSITE HIGHWAY ENGINEER'S STATION 48 + 00 ON THE A LINE CENTER LINE OF BR 405, NORTH RENTON INTERCHANGE; THENCE NORTHEASTERLY IN A STRAIGHT LINE TO A POINT 30 FEET WESTERLY AND OPPOSITE HIGHWAY ENGINEER'S STATION 23 + 50 ON THE 116TH AVENUE CENTER LINE OF SAID PROJECT; THENCE NORTHERLY TO A POINT 30 FEET WESTERLY AND OPPOSITE HIGHWAY ENGINEERS' STATION 23 + 75 AND THE END OF THIS,LINE DESCRIPTION; AND EXCEPT THE NORTH 30 FEET CONVEYED TO THE CITY OF RENTON BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7906250755. ®EV CITTY OF REPNTTON LANNING JUN 0 7 2000 RECEIVED I'IHr-uci- UiUU' 1 •4G CTiCLU 11UC KCHL I H I Cf 1IV4 •FJ 'FJJ iO'FJ r.YJJ i tt.}},•i.i,.{:' w,Yk:;k;<if }kk ti.ErF•} :''•a '.:?:j:4<y'r�Vx..,l�fi.,} .{;r .::�'i£ki::... :•i$�°2' g iW,. .Y iS'•'>�isilria' a:�a a}.„r,...:ot•'::.,.s. e'�a� q■, .f:+S :<;Y"' r�%',.:Frf"•£..�ri r. ..>'i:. ar;rs:;' :c.. ,.z. �.$3 , rp��'t%': '.I ' ;r�ci:yisi:3i�••i, ri: , �. pt ii 40 • See Attachment : t - "+,'F-�rh'�"r.7''r,'ySa.:•:,:,,.,�.v nlfi��: ;;:j:i, {;y?!i ...v. .� r-rt.Ai}' '`:5 j'•kr'£[i�':•n1;r F,f;i k::h>yL.>;.r;kka{,:','r:h.}vi5} }�lr.. k[�' ,Nly' iy'�i'-':S't!: 4S!:n ,\jn. i s}}: }}}f .. �{„ '.tb.L; %'r.�,iir ..i,a•. %2�' r•,5� yry y s' S pqs:+ '} :ss,. ,�S �:•x•fr 1tsa,G�it r,3,•�[' y •, /��` .E .i:.,-li.:¢.:a:st }5:.•{.r r., t. p�� cc •3 "'8.�'e�3 ASS: ■ �/�y ��,�'' T'.3' Ry.:y:rg ! 7.� .AST s .!�'.;•.:dG::t "B lS. �.5, Xr� fr. h5;•.. ���.5�f'dIM�'Y }Y f•9"$''.:.SatIi95�v r.J✓r }; :'Lf J "a.ifS..+ao-r'. rfi r .. n���% 4P r s:. �i• .!..L, !rf.�:;;yr;fir r. .5...}•n•r r,k•,n::r.`:! .,Yr�, ::•:} .4!r:� if r :.>::nSr:••Ji 7r�TT.. 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PLAN AMENDMENT $ REZONE $� _LOT LINE ADJUSTMENT _ SPECIAL PERMIT $ SHORT PLAT $ — TEMPORARY PERMI — T TENTATIVE PLAT CONDITIONAL USE PERMIT $ X PRELIMINARY PLAT $ —SITE PLAN APPROVAL $ FINAL PLAT" GRADE & FILL PERMIT $ . _ _. (NO. CU. YDS: ) PLANNED UNITDEVELOPMENT: $VARIANCE — $ �T (FROM SECTION: _ a PRELIMINARY •� WAIVER $ —FINAL _WETLAND PERMIT $ — — ROUTINE VEGETATION -. MANAGEMENT PERMIT $ MOBILE HOME PARKS; $ — BINDING SITE PLAN $ . SHORELINE REVIEWS: — SUBSTANTIAL DEVELOPMENT $ CONDITIONAL USE $ —" VARIANCE $ _— EXEMPTION $No Charse ENVIRONMENTAL REVIEW $ REVISION — $ ,. :,`:..}F..i. .;li•: :k}..,:ail:..•.{,:}.Y.?i:Si�J::':..}} +iC?hii,:':ir:.'Y: •{„itr . .',.::,..,; . ::'...;£::.:'. .:• ,..r..,:s:}•;.�:..[.[,v,..'.sSis:}•}• r'7::. :.ab:.o 4 s:r ,.: .::... 'S..:C.. ..:..,>....r �r.rs}:i.r•rr}...f.,:..tt.:•rt.,.o;:>.F:3.:; `' 1 : : ,,,:¢.FaFF %:.4: ??,,.: ...: ;..... ..,.:•.' i .::::'.:•,•:a:t:;':0•. . .:}S:.:,�;•:••�>�:. ....... �.. + 2r„5i.j%::�v:t.:} ..tr3a�{< $;CiS;ii i'•' , i. r>a n .., ........i..r,... .:.r..,�� p/{q':r.>n;, :.,, JrJ„.:Ji'?i...r •[i :'h4 �(f' r� i�> • i S:i'• S .#} ::J:.T:'s 7::::•.i?i. '��.4'..:5;1 y� +� _ CAM.=�;;>, �:�. 1, (Print Name) _ p` Nat l lb eclere that i am(please check one) th95Dwner of the property involved In , �pli �"' 111 authorized representative to act for the property owner (please attach proof of authorization), and that the foregoing ..�� it contained end the information herewith submitted are in all respects true and correct to the best of my knowledge and elia d ensav6o�.hereil) 3' ;Ut.10TARYTn; Ii tn. PUBUG i ATTEST: Sabscrib d avid sworn to before • •Note Publi2 In (Wa rnefor the St f cv\) reiding 1j 19_Othe 1-z`� UENT0IV (Signature of Owner/Representative) -17-4Ck.`'�®`f y� '� JUN 0 7 20U0 (Signature to otary,Public) A 7 re }:.. y : p : ! �ni - • } ! -- i%: •i' : S s Y:•' ,Ir ' i% ,•SY6Jt 9< A� aA B :q fr PQ U � r4 . i '•." MNyy: FPl1 > ,FlaWAi l cw STA�E'FROVt'D`D ':S'�' .. :••• • : : :. • .:• :w- -- —MASTERgP.D4C REVISER 8/37 • • MAY-8-2000 MON 12:29PM ID:STAR PROPERTIES INC - PAGE:3 MAY-8-2000 01:43P FROM:STAR' DP, :ES INC 425 226 1715 iota Si. ;23116 P:515 ss'7' alt ,tM�•'i'R'le •'i:a: `1 .DA * • , i{0 F .,; .!mere ,; k �-�. 1'J��1 6'i.: ''' a-T :j ,J�?''3 ¢'$0T (���}_ °:• /NSf h�i <��ratr�, st'} .^6.-. ,00„.. drxMA Y,\.-. 1 , ,,.<1.1.^. 1'. - fi : n F tAEk. M s°•.ik • • See Attachment - 8 - • . • i . r?• ,£ ` <'�t 5 ' .*-t, >, Kt•r..••;.1.r w yw r[y.Y.�u: r,vg . 4.+EOJ7 • i. 3 i1 ` a '- iti ANNEXATION S SUBDIVISION: ' _COMP, PLAN•AMEN_DMENT $ `�" REZONE $ el, Mi• LOT LINE ADJUSTMENT —SPECIAL PERMIT _SHORT PLAT $ TEMPORARY PERMIT S�� •,_TENTATIVE PLAT $ CONDITIONAL USE PERMIT $ PRELIMINARY PLAT ;""— SJTE PLAN APPROVAL $ FINAL PLAT $ `—`" _GRADE & FILL PERMIT $ • - (NQ. CU. YC1S; Y PLANNED UNIT'DEVELOPMENT: $__ • VARIANCE j$ - (FRQM SECTION: PRELIMINARY —WAIVER '$ —FINAL WETLAND PERMIT $ _ . — • ROUTINE VEGETATION — �• ....._�—. MANAGEMENT PERMIT $� MOBILE HOME PARKS: _BINDING SITE PLAN $ • ®EVELOPLANNINGENPLANNING . 'SHORELINE REVIEWS: CITY OF RENTON _SUBSTANTIAL DEVELOPMENT $ CONDITIONAL USE $ J U N 0 7 2000 VARIANCE $ ' _ , _ EXEMPTION $Nam Cha�ra� ENVIRONMENTAL J�� g REVISION $ -- - —�— 1Aiw•h ri+x1.%</<Rr•<•r.—('�.e�as:. p 1+:d ,j_y5,� (y{.• .lx{I+.•!.:`A(oN% - _ \ .fw: ..5. 5':grgyat,riii•M,S. pt'' •t• t ii.:P`{�1 arTSi �ti<'l.:S�'p�x t� C';',') :go'' /.:.y n:"e 2SX •1":'.�: a (( << �µry .• k•••^.. '+'1 A''`. fir,,•: :t x,`!;9: R 1 Y'0 's lal i {'�' m ��� �+ i >Y.. '4�':Y' }`` W.�':u '" . < • �• �:3 .., xwc Sc".SR��.I"i� �.� ti ��.f- L �• �•.�'g"-2 .''�?r,.,Y`.:�'k<b.R;� ��; �i ;��°•.�. ,:ig;.q&�•.A I.tPrInt Name) o IV) 5 . ek',cLiC-f`;declare that I Int(please check ono)e4'.the owner of rho property involved In this application.`the authorized representative,to set for the property owner(obese attach proof.of euth'orizedon),end that the foregoing statements and answers harem contained and the information hereWith submitted are in all reepeati ttua and correct to the best of tiny knowledge and belief. A77EST: SUiisoribed and sworn to befortuflAi tarDt Atdtiond for the Siete of 4.)f=k• residing et;.� .�`µ814"1,, rr d of DwnsrlRepresentativ S�c�A-�-\�, W q ,on the 1.6 d- kg4, rl (Signature of Owner/Representative) "• \�w�•A" # 1 o- (Signature of Notary Public] is rf,4 ,,,,;,����,.,-,do_ • ' •a",' ?%n'-::°'.::J'?iir<r«( '.i..,.,`m,,.. .4i. 4s,..�,•,'...or.nro►. 1, ,:?i. * }i •; ii ..'-.4:iw 1 '•, R.:. ^mot,' _ •,�+��• ' ,.'sr• ,'e',\r >i�.'. 1 gr iJr �., >{�€'�%+; ,.:.W.;i�.\ .s I,.bl ,n•y• )' -nC'lY{Ss�S•,1' ..N:y<j.l , N I��' ribs-{� /v sj Ln }• i k'', 1//I:. 3 • I.y}:+••<•:N. '"' �.x:..9'• Nr'.J.r S.w'L4 X+',3' :N• I t's`r'`:l R;;p�a�S'peVttO� h� t� �f. VM W • d ,�' }.\< > 1 ,� :<� JN�•.: yid'.+!C. .�'Y"�• :K•• Y: 2•.f� �.'±��� .,fi �I .�- r� ry r..,a.. / 1 S+}� wt�s's. 'S 1 ..i:% :'.0.161.,(I �N41116ef� T,': 14 i% l 0 r-'t AP• AP.M e i,!!. w k` s 2 CSStr�,( ti": _k.;;.: ;, � Viz. v � '<..,�''.:�>; �,"' ,�� •i':�U.A,`}Y.�,.'•.CWt_.,'1'I�<��E4rfsll.�+ L.tri'�.;.:'. }.; �, a Pi,z.. 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Urban Center Design Overlay District Report 4 Ut�llt�es:::l�iai�><:�:ititeralr�e.:. .................................................:.:..::.::::::::.::::::::.:::::::.:. ................................ .................................................:.:....::..:.:::::::.:..::::::::::::::::::. . 11letlands Delineation Map 4 eflaniis::.Faaiii.o ..Pla0.. ::::............................................................ ......::::.::::::.::.. :.:.::::::::::::::::::::::::1::...:........:::..:..:...:.:::::::::::..:.::....::..:.......:::.::.:::::::: ..::.::.::::;:.::. tlands Study 4t1 >:>>�>A��� t'.a` "•� 'erneritrStater�e..... ..............:.. ...................:.::...:::.:::::::.::::::.......:.:::::::.::::.::::.....:...:.......:..:.............................. .......................... .:::::. >'•:>>:> `:�(}y�llt`Q: :Q�I»X15.t1t1 Sl�e.::. . .............................. ............................ :<:::>:::t<><'Drab:`'`< '> `>>>`><» < >`>>><>re ernen.;::..:......... ................. ........ €Ma :::of:Exrstrn :>�rte:�endl.......... .............................................. ::::::::::::::::::::::::::.::.. :............................ ................................................::::..::::::::::. .............. ...:.::...:::::.::..:..g.::.::::.::...........................�.AND.3.:.:::::::::::::::::..:::::::.::::::.:.::::::::::. ............................................................:•..:...:::::.�:::::::::::•::.�::.:::::::::::::•:::.................. :>:><:>:::PhotQsii�iulatlot?..:. . ................................. ......... ....:::::::.::::::.:.:...:......................... ................................... .. .......................................:........BAN(I3................................................. This requirement may be waived by: 1. Property Services Section PROJECT NAME: �uiti.0 tM . /"/ 2. Public Works Plan Review Section ��.,yy�l 3. Building Section DATE: 6;. ''G �(J� 4. Development Planning Section - • DEV CITY OF PLANNING JUN 0 7 2000 RECEIVED h:\divlsion.s\develop.ser\dev.pian.ing\waiver.xls REVISED 5/17/00 PROJECT NARRATIVE Re: Edmonds Subdivision Proposed Plat The subject property covers an area of approximately 1.78 acres. The property is situated in the northeast portion of the city. The site is bounded on the south by Sunset Boulevard NE, bounded on the east by Edmonds Ave. NE, and on the north by NE 12th street. Access to the property will be from either Edmonds Ave NE, NE 12th street or the proposed private interior street. The existing street improvements on Edmonds Ave NE, consist of 36- foot asphalt pavement with curb, gutters and sidewalks. The street improvements along Sunset Blvd. NE is four lanes ( two lanes eastbound and two lanes westbound and turning middle lane) . The improvements on NE 12th street consist of 22' to 24' of asphalt pavement w/AC berm on the south, gravel/dirt shoulder on both sides of the street. Storm sewer, sanitary sewer, and water mains exist in the adjacent streets. The project area is hilly with slopes ranging generally from 12% to 26% sloping down from east to west. There are some steeper slopes adjacent to the existing streets resulting from the widening of Edmonds Avenue NE. The City has designated the area with a Single Family (R10) zoning. This zoning designation allows for a minimum lot size of 3000 square feet and a maximum density of ten (10) dwelling units per developed acre. The setbacks allowed in the SF zone are as follows: ' Front yard, 10 feet for primary structure and 20 feet for a garage; Rear yard, 20 feet; Side yard, 5 feet on all interior lots, and 15 feet on corner lots, or with zero lot line, 10 feet of side yard required. The City of Renton Comprehensive Plan designates the site for single family residence. The proposed development of the subject property is consistent with the (SF) zoning requirements. The entire neighborhood surrounding the property is designated with similar or supportive zoning. The proposed internal street section will consist of 20 foot minimum of asphalt paving within a 26 foot access easement. Lots 1 through 14 and their garages are to be served via the 20' alley in the back of the lots. Lots 15 and 16 can front on Edmonds Ave NE. DEVELOPMENT PLANNING Pg. 1 - 2 CITYOFAENTON JUN07200 c CE' W PROJECT NARRATIVE (continued) Edmonds Subdivision A majority of the project site is overgrown with native brush and small maple and alder trees. There are a few larger (12" - 18" ) evergreen trees scattered throughout the site. The flow of any surface water from the site will be sheet flow. During a site visit in April 2000 we did not note any concentrated flows or streambeds exiting the site. Surface flow will generally drain west and southerly toward Sunset Blvd NE and it' s storm drainage facilities. Any required detention or water quality facilities will be constructed before runoff is allowed to exit the site. Traffic circulation and vehicular access to the proposed site will be from Edmonds Avenue NE, NE 12th street, and the new internal private alley. The paving section to widen NE 12th street will be per the City of Renton standards, and specifications. The private alley section will comply with the requirements of the Public Works Department and the Fire Marshals office. Pg. 2 - 2 l ' I 1 I -It1- 1 I• 48 1 1 : \‘ I er- "' I W 228 213 210 - -- :! I 1 101 ,11 •1. 1 isr..3 I -�; . zsz 3 _ i5zz� ,o.z, aN.E. 14TH ST. 1 8 •1 i7 ado uo , i Z? 'z :I f I i • I • n u Q8� n o I :1.; 1 Cl 'NU— R I o li -- 17� I 'j I 2 2 9 'cu., ?1IF o II 13 1 8 '�:1 it ♦ ! z i 1 Scale. 1 r2dd ( I cD tl�� I 'oR:i —17Q • I. W I :s� 3 I; 1 ! 1 '°' ] IZ__I i I al 21 a 3 11= Q ,121 a V) 1cc1; :II U 12 ZI .•,.., • 1i1 0 °' re<71— Z I ,.all J r• a •?. 1__ ____ •i. , .,N 2 ‘ '4.{181 13 il-''j t 1 m Q I` SiMI N t11111� 0 n 9 qtp n1 ,�, t1-1 E of ,r1 6 m 14c .'50 3 127 I 7S Ar.r7 ,\, 80.9, :553 1'', 1 - _ T— „ • — .— _I._r .— .._ ma's —. . ' ? Ji __ N. E-•—•_--±i2TH --• -S �: '•' .1r. I IC ti _� I -lo II I 4l ^ II %O` i 1 i 97ip C i ;.,ri'; z �; :y %'�-�• . ;• `__ Is IIE UIv1EC�A ems? // / aozr,+;.r? 32- =3,:r. --rr Z`llr, 7 t1 _ I'; 1)EV uUP� EN> 0 � ' I'�. E. •n'Au la I s, 8 4y, - , * 11,- r rt..rz )6t�C 1 — — =•'9.77_1=- a �p ,. L -- M - I ,�):Y 1 —.-- 1 r = ). ICI r-11 3 •---- 7 , Y• _ -- -- % ti j; IAIJRE IC,E J 9 tj U-.vz Ja51a 171 ERNEST 1 '' r n.t I,' l �- + ,7u ,ic• i 1 Li _ ' i1I LI./ 2i : \ t, 50.w1 Q •I IG - 6i I� r Lij '— 9OO' -- ;�`-!;J•:• , (1 . .. =3q5' -- q�11'3 'ni l I135'' j .1 pUTE- 1/ %i: . t ) c, 1I—TL' �- TTS — C ' ,3...f. __ - - . . \ P. ) 7 Ar !CrA.v�l11 I '® 1129, '•� /'I II ' �'1•i „ p.,-, II O ` 1 n5 5 I . H!!)N. ; I� ^' ° 2+- j ic.e/r=/, I �r.[_�5! ,I � ' :I.' = '' N1i C,E`I r E ,__.q_,• IC83 \'', L�: ` ;• i t I T U t �� o ,,�. --1 56 UNITS Sl_'I'NSL I.- ,HE I IGH S I.)JY.11 : '..... \ tl,.., ��y 111 � 13� 6j� _\ 'Q p ;ro.r2 j N� t 3. O - 0 .,\ 15 -. HEIGHTS 1 I ,3 1� •535_ •,I +L 1 I/ O -", 10� '4%) MINIUM A ;UNO ?�11 IIUM q ) 5 .t•c r _ r 2� :' j'�—= �1 19511 • 1 Z41 e I�7 i Oj Sr -:. n qz Ern 1 Is,i• ME-.1 ,; NNIE OMA:T5 `Ii i� i •\v �,�� z s Gl "qn I::I -. I • (1).., ...., ,..._ ` ,., �• I.°0•1c. 1 31 lot .'I.i I I-: li / S '�1 0 ��I H PL. Tt Jw '- 11037. 11 r `i • y\ 0CD t 2' � i i, I N o 1 J J� 1021 J 1 I ^OP.O q Z ti • .•c =- `y o _ c �� ti6 l Fbz d — � • 1� 1' �I)IJII I I � - 3 ��/. C1 • Mr. Dean Beaumont February 12, 1987 ' i�►�Ib��II�S E 124• rL A r PROJECT DESCRIPTION -At the time our study was performed, it was planned to construct a three story mini-warehouse building on the site. The proposed building will occupy the majority of the property and will include a three story storage facility in the western portion of property and a one level covered parking structure in the eastern portion of the property. The location of the proposed structure is shown on the Site Plan, Figure 2. Preliminary plans indicate that the lowest level of the structure will be at Elev. 270 and the two upper levels will be stepped up the hillside in approximately 10 foot elevation increments. To establish the planned finish grades, it will be necessary to make cuts and fills on the order of 5 to 10 feet. To retain some cuts and fills, basement walls will be required. These- may be up to 10 feet high. Details of the structural loads for the proposed mini-warehouse structure are not known at this time, however, based on our previous experience with similar projects, we expect perimeter load-bearing walls for the three story structure will carry less than 3 to 4 kips per lineal fopt and that isolated column loads for the spread footings may carry up to fifty (50) kips. It is recoimnended that the final design plans for the proposed project to be reviewed by Terra Associates, Inc. so that we may make supplementary recommendations, if necessary. If any changes are made to the proposed construction as described above, we should be notified so that we can assess the effects of these changes and provide revisions to the presently proposed design criteria, if needed. FIELD EXPLORATION AND LABORATORY TESTING Our field exploration was performed on December 17, 1986. Subsurface 'soil • conditions on the proposed building area were explored by excavating eight test pits to a maximum depth of 14 feet below the existing grade. The test pits were excavated using a rubber-tire backhoe operated by Evans Brothers of Bellevue, Washington. The locations of -the test pits were approximately determined by measurements from known points on the property • survey. Elevations of the test pits were determined by interpolation from the site topography you provided, dated September 10, 1986. The locations of the test pits are shown on the Site Plan, Figure 2. The field exploration was continuously monitored by a geotechnical engineer from our firm who classified the soil conditions encountered, maintained a log of each test pit, obtained representative soil samples and observed pertinent site features. All soil samples were visually classified in accordance with the Unified Soil Classification System which is presented on Figure 3. The logs of the test pits are attached to this report as Figures 4 through 7. The test pit logs represent our interpretation of the field logs and the results of the laboratory examination and tests of the field samples. DEVELOPMENT PLANNING CITY OF RENTON • JUN 0 7 2000 Project No. T-421, Page 2 BEGONE® ' Mr. Dean Beaumont • February 12, 1987 Representative soil samples obtained from the test pits were placed in closed containers and returned to our laboratory for further examination and testing. Moisture content determinations were performed on all samples. In addition, we also performed sieve analyses on several samples in order to determine the grain size characteristics of representative site soils. The results of these tests as well as the soil classifications are shown on • Figure 8 and on the test pit logs included with this report. SITE CONDITIONS Surface The irregular shaped property is located at the northwest corner of the intersection of Sunset Boulevard N.E. and Edmonds Avenue N.E. in Renton, Washington. The property is presently undeveloped and generally covered with heavy brush and small trees. The site slopes down towards the west with overall topographic relief of approximately 40 feet, the majority of which occurs in the eastern half of the property. There is a chain link fence on the south side of the property which runs along Sunset Boulevard N.E. An advertising billboard is present along this side approximately where our Test Pit TP-5 was excavated. An existing high voltage electrical power substation is located towards the north side of the property. Subsurface Based on the test pits excavated on the site it appears that soil conditions are consistent throughout the property. Below a surficial layer of topsoil, the test pits encountered up to 3 feet of loose to medium dense silty sand with lenses of sandy silt. This was underlain by medium dense to dense fine to medium grained clean sand. The thickness of this clean sand layer dif— fered in each test pit. It was thickest along the north side and did not exist at the location where Test Pit TP-7 was excavated. Beneath this clean sand layer, we encountered very dense glacial till soils in Test Pits TP-5 through TP-8. These till soils have been over—consolidated under the weight of several hundred feet of ice during the last glaciation of the Puget Sound area 12,000 to 15,000 years ago. However, we did not encounter this till layer in the test pits excavated in the northern portion of property to the depths explored. There is a minor amount of previously placed fill along Sunset Boulevard as noted in Teat Pit TP-5. Groundwater No groundwater was 'observed in the test pits. Very light water seepage was noted'at Test Pit TP-8 perched on top of the less permeable till layer. However, it is likely that a condition of perched groundwater will develop below the permeable clean sand layer and above the very dense and less permeable till during periods of heavy precipitation. • Project No. T-421, Page 3 • Mr. Dean Beaumont February 12, 1987 • DISCUSSION AND RECOMMENDATIONS General Based on our study, it is our opinion that the property may be developed as a mini-warehouse facility as planned provided the recommendations presented in this report are incorporated into the project design and construction. The buildings may be supported on conventional spread footings bearing on the competent native soils encountered at shallow depths in our test pits, or on compacted structural fills. Concrete slabs on grade may also be placed on the competent native soils or on compacted structural fill. The primary geotechnical feature that should be considered in developing this site is the significant grading that will be needed to develop the site. All fills placed on the site must be properly keyed and benched into the hillside and compacted. Cuts must be made at stable inclinations and retained where needed. Minor fills scattered in the southern portion of the site along Sunset Boulevard N.E. should be removed from areas to be developed. Also, topsoils and other organically derived soils must be removed from these areas. Foundations The proposed structure may be supported on continuous and isolated spread • footings bearing on the firm native soils consisting of clean sands or till, or on structural fill placed above the firm native soils. The footings should extend to a minimum depth of eighteen (18) inches below the lowest adjacent outside final grade. Shallow continuous footings bearing on competent native soils or on structural fills may be designed for an allowable bearing pressure of 3,000 pounds per square loot (psf), for dead plus live loads. A minimum width of twelve (12) inches should be used for continuous footings. Individual column spread footings may also be designed for an allowable bearing pressure of 3,000 psf, but should have a minimum width of 18 inches. A one-third increase in the above• bearing pressures may be used when considering wind or seismic loads. All footings should be provided with steel reinforcement in accordance with structural requirements. To verify that footing bearing surfaces are satisfactory and to observe compliance with our recommendations, we recommend that all footing excavations be examined by our representative prior to placing concrete. Settlements We anticipate total settlements induced by the buildings supported on competent native soils or on structural fill will be less than one-half inch. •The long term differential settlement should be less than one-quarter inch provided the recommendations presented in this report are followed. We anticipate that the majority of settlements will occur during the construction of the project. Project No. T-421, Page 4 • • ' 14r. Dean Beaumont February 12, 1987 Floor Slabs Floor slabs may be constructed as slabs-on-grade supported on the recompacted native subgrade soils or on structural fill placed in accordance with our recommendations. We also suggest that a minimum of 4 inches of free-draining • gravel such as 1/4 to 3/8 inch pea gravel or similar materials be placed beneath the slab to act as a capillary break. In areas where damp floors are undesirable, a plastic membrane with a thickness of ten to twelve mils should be place above the gravel to act as a vapor barrier. The membrane may be covered by an inch or so of sand to protect it from damage during construction. Basement and Retaining Walls Lower level basement walls should be designed to resist lateral earth pres- sures imposed on them by the soils behind them. Unrestrained walls should be designed to resist an active lateral pressure imposed by an equivalent fluid weighing 35 pounds per cubic foot. Walls that are restrained from free move- ment should be designed to resist an additional uniform lateral pressure of 100 pounds per square foot (psf). The above pressures assume a maximum wall height of ten feet and that no surcharge loads will occur due to slopes, adjacent footings or other applied loads. We will be pleased to present supplementary recommendations if such conditions exist. Walls must also be provided with continuous subsurface drainage around them. This should consist of a perforated pipe placed at the toe of the footing. The pipe should be embedded in free draining material such as pea gravel. A twelve inch minimum width of pea gravel or similar free draining material • should be placed adjacent to the wall and extending to the top. The final one foot of wall backfill may be native soils. The perforated pipe should drain by gravity to the storm drain system. Due to the likelihood of shallow perched groundwater conditions, we also recommend that basement walls be waterproofed. Lateral Loads Horizontal forces carried to the foundations may be resisted by both friction forces on the base of the foundations and by passive resistance on the sides of the footings. A coefficient of friction of four tenths (0.4) may be used between concrete and soil. Resistance to lateral loads may also be computed as passive earth pressures exerted by the soils adjacent to the foundations. To represent these passive pressures, we recommend using an equivalent fluid weight of 300 pounds per cubic foot where footings are poured neat against undisturbed soil, or where the backfill is compacted in accordance with our requirements for• structural fill. • I , Project No. T-421, Page 5 Mr. Dean Beaumont February 12, 1987 • Surface Drainage -Positive surface gradients should be provided to direct surface runoff away from the building towards suitable discharge facilities. Perimeter foundation drains and roof drains should be collected in tight lines and discharged away from the building. Excavations and Slopes We anticipate that some excavations may be required for the proposed construction depending on the planned finish grades. Based on the assumption that conditions in the subsurface soils are uniform, the following recommendations are presented. Temporary cuts in all medium dense to dense native soils should have an inclination no steeper than 1:1 (Horizontal:Vertical). Permanent cut slopes in native soils or permanent fill slopes may be constructed at 2:1. If the encountered soil conditions vary from those exposed in our test pits, supplementary recommendations can be developed,. if needed, to improve stability, including flattening of slopes or installation of surface or subsurface drainage. In any case, water.. should not 'be allowed to flow uncontrolled over the top of any slopes. All permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve stability. Pavement Areas Pavement areas may be supported on the recompacted native soil subgrade or on a minimum of twelve (12) inches of structural fill placed in accordance with the site preparation section of this report. The upper twelve (12) inches of the pavement subgrade should be compacted to 95% of the maximum dry density (ASTM D-1557). Regardless of the compaction effort, all subgrade areas must be in a stable, non-yielding condition prior to paving.. Below the upper one foot level, a compactive effort of 90% would be adequate. The pavement section for lightly loaded traffic or parking areas should consist of two inches of Asphalt Surfacing over four inches of Crushed Rock Base or three inches of Asphalt Treated Base (ATB). Site Preparation and Grading The building and pavement areas should be stripped and cleared of any fills, surficial topsoil, vegetation and organic matter, existing debris and any other deleterious material. Stripped materials should be removed from the sits or stockpiled for later use in landscaping, if desired. Building and pavement areas should then be proof rolled. Any loose areas found during fillforlcrng of the rocks togaade should depth thatbe willmoved providedarstabledbaseh structural fill or crushedbeneath the structural fill. • • • Project No. T-421, Page 6 Mr. Dean Beaumont February 12, 1987 All structural fill for building and pavement areas should be compacted to at least 95 percent relative compaction as determined by ASTM Test Designation D-1557. Structural fill should be placed in horizontal lifts not exceeding 'eight inches in loose thickness and each lift compacted as it is placed. It should be noted that some of the near surface site soils contain a significant amount of fines and will be difficult to compact in wet weather. These soils are moisture sensitive and can become disrupted by construction activity during wet weather. Cleaner sandy soils at depth are more likely to be suitable for use as structural fill in all weather conditions. Presently proposed grading plans indicate that considerable amounts of fill may be placed on sloping surfaces. All such fills must be adequately keyed and benched into competent native soils. Additional Services It is recommended that we be provided the opportunity for a general review of the final design and specifications in order to determine that earthwork and foundation recommendations have been properly interpreted and implemented in the design and construction. The analyses and recommendations submitted in this report are based upon the data obtained from the test pits excavated on the site. The nature and extent of variations between the test pits may not become evident until construction. If variations then appear evident, we should be requested to re-evaluate the recommendations presented in this report prior to proceeding with construction. It is also recommended that we be retained to provide geotechnical services during construction. This is to observe compliance with the design concepts, specifications, and recommendations; and to allow design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. We recommend that Terra Associates, Inc. provide the following services during construction: (A) Examine all stripped subgrade areas and the- proof-rolling operations prior to the start of fill placement or earthwork. (B) Examine cut slopes to verify that conditions are as expected. (C) Examine all foundation and slab areas prior to forming and concrete placement to evaluate that adequate foundation support is available. (D) Perform field density testing of structural fills during placement and observe the grading and earthwork operation. We recommend that a minimum of two working days' notice be given to schedule our services during construction. Project No. T-421, Page 7 • Mr. Dean'Beaumont -- February 12, 1987 The following figures are included and complete this report: Figure 1 Vicinity Map Figure 2 Site Plan Figure 3 Soil Classification Chart Figures 4 through 7 Test Pit Logs Figure 8 Grain Size Analyses We trust the information presented herein is adequate for your requirements. If you need additional information or clarification, please call. Sincerely yours, ,,.••^• TERRA ASSOCIATES, INC. �' ' of W A )04, �� v 44, s Z.!" 7 Anil Butail, P.E. �. �Q� i P "1 Anil President BaioNA �� N MM/AB:pk enclosures • cc: Mr. Don Bunce Mr. Ned Nelson, Architect Project No. T-421, Page 8 ZW \/ I . J / I 1 1 �• \\ �` \` 1 `` ` 1 / I I 11 I ` \ 1 I if / I 1 W I I /, / I 11 I ,\ I > I I I I I I j \� I 1, --T_ II , 1R \\ 11 I 11 I \ I I N0 ifx'II 1 I 1 1 1 II 1, I I I b \ • I i•-• \ II 1 I 1 (7 I t ' 1 %Nil C� 1 1 \ I 1 Z \ \I i 1 W 1 1 I 11 _ 1 cc Y \ I I I 1 1 1 ` 11 \ < I Mii tr I I I IIIII! \ 1 I % % i % CL t • \'I\ I 1 1 \ I I 1 1 ! 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Z. �� / 270 Lr /' +�' LEGEND : v0• fiel APPROXIMATE TEST PIT LOCATION AND NUMBER C0J . • SCALE : 0 18.a 36.6 73 APPROXIMATE N I FEET ti • I TERRA SITE PLAN '�•`�'"•"� ASSOCIATES Sunset Public Storage Geotechnical Consultant; Proj. No. 421 Date 12/86 IFigure 2 I - - J Group PRIMARY DIVISIONS Symbol SECONDARY DIVISIONS GRAVELS Clean GW well graded gravels, gravel-sand mixtures, • more than half Gravels little or no fined. cn of coarse (lees than GP poorly graded gravels or gravel-sand ri 4 fraction is 5% fines) mixtures, little or no fines. larger than Gravel GM silty gravels, gravel-sand-silt mixtures, A No. 4 dove with non-plastic fines. ova m fines GC clayey gravels, gravel-sand-clay mixtures, S o N - plastic fines. c SANDS Clean SW well graded sands, gravelly sands, little w a more than half Sands or no fines. g 4 of coarse (less than SP poorly graded sands or gravelly sands, , fraction Is 5% ['neat ^ little or no fines. 8 smaller than Sands SM silty sands. sand-silt mixtures, mon- o N No. 4 sieve with plastic fines. 8 A 11 fines SC clayey sands, sand-clay mixtures, plastic fines. SILTS AND CLAYS ML inorganic silts and very fine sands, rock -• flour, silty or clayey fine sands or clayey 0-4 v 11) liquid limit is • silts with slight plasticity. 2 t leas than 50% ' CL inorganic clays of low to medium plasticity A e w gravelly clays, sandy clays, silty clays, 4 ."1 m al N lean clays. ci OL organic silts and organic clays of low 0 V z plasticity. a SILTS AND CLAYS MH inorganic silts, micaceous or diatom- s 6 'fig liquid limits is ceous fine sandy or silty soils, elastic. greater than50% CH inorganic clays of high plasticity, fat clays. HIGHLY ORGANIC SOILS PT _ peat and other highly organic soils. DEFINITION OF TERMS U.S. Standard Series Sieve Clear Square Sieve Openings 200 40 10 4 3/4" 3" 12" SAND GRAVEL SILTS & CLAYS ' - - COBBLE BOULDER fine • medium coarse fine coarse GRAIN SIZES SANDS,GRAVELS, STANDARD PLASTIC SILTS Unconfined STANDARD AND NON-PLASTIC PENETRATION AND CLAYS Compressive StrewthPENETRATION SILTS Blows/FL tons/nq,, ft_ Rlows/ft_ very loose 0- 4 very soft 0 - 1/4 0 - 2 loose 4-10 soft 1/4- 1/2 2 - 4 medium dense 10-30 firm 1/2- 1 4 8 dense 30-60 stiff 1 - 2 8-16 very dense over 50 very stiff 2 - 4 16-32 hard over 4 over 32 RELATIVE DENSITY CONSISTENCY . UNIFIED SOIL CLASSIFICATION SYSTEM :.fl; . TERRA , • •. . 'Sunset Public Storage � • ^ ASSOCIATES • Renton Washington Geotechnical Consultants Prnl Hill 421 1 n to 10/Aii I [:in..rn A • • TEST PIT NO. T Eon By NM Data 12-17-86 Elev. +288'(Approx.) MEMO Depth ' • - W (h.) USCS Soil Description (%) 0 b - inches Topsoil SM Reddish-brown, silty SAND with numerous roots, - A: damp to moist, loose. SP Gray-brown, clean SAND, medium dense, slightly 5.0 damp, becomes more damp and dense at lower depths. 5 • • • SP Test Pit terminated at 14.0 feet. No groundwater or seepage encountered. 13.6 15 • LOB By ` TP Z • Elev. +276 '(A prox.) • 12-17-s6 Data TEST PIT NO. p 0 12 - inches Topsoil SM Reddish-brown, silty-SAND with numerous fine roots, damp, loose. ML Tan, fine sandy, clayey-SILT, moist to wet , firm. 30.9 5 SP Gray-brown, clean, fine to medium SAND, slightly damp to dry, medium dense to dense. 10 5.7 SP Test Pit terminated at 14,0 feet. No groundwater or seepage encountered. 15 TERRA TEST PIT LOGS ` trik �\ Sunset Public Storage ASSOCIATES Renton Washington Geotechnical Consultants Proj. No. 421 Date 12/86 Figure 4 i TEST PIT NO. T� • • Loyd By h___.___. 268' (APProx.) DDate12-17-86 Elev. + 26— W • Dept ( (ft.) USCS Soil Description 0 12 - inches Topsoil SM Brown, silty-SAND, with numerous fine roots, damp, loose - ~ : SM/sp Brown, slightly silty SAND, grading to clean sand, • 5 moist, loose to medium dense. 15.9 SP Gray, medium to fine, clean SAND, slightly j. 10 damp, medium dense. -c:: �: 5.4 Test Pit terminated at 14.0 feet . No groundwater or seepage encountered. 15 Logged By �' TEST P I T NO.• T� Elev. +2...6�Approx.) .Dats 12-17 86 T S 0 6 - inches Topsoil SM Dark brown , silty-SAND, with numerous fine roots, moist to damp, loose. II -i SM/sp Gray-brown, slightly silty fine SAND, damp, medium dense 10.0 5 -- • SP Gray, clean SAND, damp, medium dense to • dense. .,: 8.2 10 Sp - Test Pit terminated at 13.5 feet. 15 - No groundwater or seepaj;e encountered. TEST PIT LOGS 1 TERRA Sunset Public Storage I ��� ftlivil ASSOCIATES Renton Washington Geotechnical Consultants 421 Date 12/86 Figure 6 • Proj. No. • r • TEST PIT NO. TP Loyd By MM Date 12-17-86 Elev.,+271 ' ,(Approx.) Depth W (ft.) USCS Soil Description (%) 0 , 6 to 8 - inches Topsoil. SM Dark brown, silty-SAND, with numerous fine roots, moist, loose. ML/SM Gray-tan, mottled, fine sandy-SILT, with Iron-oxide stains, debris, i.e. old bottles, etc., moist, loose, (FM). 5 • SP/ Gray-brown, clean SAND with an interbedded layer SM of dense gravelly, silty-SAND (Till), damp, 15.8 medium dense to dense. 10 ` ' 12.4 Test Pit terminated at 14.0 feet. ... SP No groundwater or seepage encountered. 10.0 15 1.oggedBy ` — TP-6 Elev. +2��w(Approx.) Date 12-17-86 TEST PIT NO. _____ 0 6 - inches Topsoil . ` SM Dark brown, silty-SAND, with numerous loots, damp to moist, loose. SP Gray, clean fine to medium SAND, damp to dry, medium dense becomes dense at lower depths. 5 --� 10 — SM Gray, gravelly, silty-SAND with scattered 13.4 cobbles, damp, very dense (TILL). • Test Pit terminated at 14.0 feet . 4\13.0 - . No groundwater or seepage encountered. 15 • slialig TERRA TEST PIT LOGS . Sunset Public Storage 61V= ASSOCIATES Renton•• • Washington • Geotechnical Colt• ; rots [Date 42112/86 jFlguroPro). No. PIT NO. TP-7 • TEST • Logsd BY MM • Dm 12-17-86 Elev. +2276!(Approx.) Depth . . W (ft.) USCS Soil Description (96) 0 8 to 10 - inches Topsoil Brown, silty SAND, with numerous tire roots, moist ' 20.1 SM loose. ML Mottled gray-tan, fine sandy, clayey-SILT, moist, -, soft. 18.4 5 ---- -- SM Gray, gravelly, silty SAND, damp, very dense, with scattered cobbles (TILL). 13.7 10 --, --mow Test Pit terminated at 10.5 feet. No groundwater or seepage encountered. - • 15 Lod BY -MM y -- TP-8 Elev. +271.. D (Approx.) ot. 12-17-86 TEST PIT N O. __._ __0 6 - inches Topsoil . SM/mL Dark brown, silty-SAND, moist, loose, underlain by • a thin layer of clayey-SILT, wet, soft. SM/ Brown-gray, slightly silty becomes clean SAND, 17.0 5 _ li damp to moist becomes wet, medium dense to dense. -, : 23.4 10 ---/ . SM Gray, gravelly, silty-SAND, damp, very dense (TILL). 11.0 Test Pit terminated at 12.5 feet. Very light seepage encountered at 9.0 feet. 15 TEST PIT LOGS mei TERRA Sunset Public Storage stpag ASSOCIATES Renton Washington , Geotechnical Consultants prof. No. 421 Date moo Figure 7 I SIEVE ANALYSIS HYDROMETER ANALYSIS t SIZE OF OPENING IN INCHES I NUMBER OF MESH PER INCH. U.S.STANDARD p GRAIN SIZEp IN MM MM p _ _. O O 0 00 8 E $ O O O E. E. O 8 H 8 8 10o fD !9 N : 1 T - 0 0 1 AL . fl) � T P:' mJ 70 : _ - 30 m o m _ _ n low (1) M 5D 50 G < 40 - . . - 60I cn Aldi- �"� ° R 8 0 0 f !09 N O m 0 f P! N m O f !7 N r 0 E. O O no', — O § g O O g 100 ''—'a o ''* Z GRAIN SIZE IN MILLIMETERS 0 ' c N m C N COBBLES I COARSE I FINE COARSEI MEDIUM 1 FINE 1 FINES I I ZiRAv�L SAND Q_ m : D lU m A D Boring or Depth Description Moisture LL co ? 0 Key Test Pit (ft.) USCS Content (/C) 0 0 Cm --(--• TP-1 13.5 SP medium to fine clean SAND 13.6 IIMMMI c to N m = en -- —- TP-3 13.0 . SP medium to fine clean SAND 5.4 CD m —IN— TP-6 9.5 SM gravelly, silty SAND (TILL) _ 13.4 TP-8 11.0 SM gravelly, silty SAND (TILL) 11.0 to . m t r1n a Es7"11T�rp +�iR-nsnrft 1 — Inn* sr crtnw�s.w*wio-MAC rti 1 ..o Mlld 311C "'PI�r+Saaorl �„ �` YN Ittt I 1%I �lfatrj 10 pi II ' - Z3611FId _ bairo col +n�iaw�rn � _ "MOW PK ►• ,�.1 AS -----------� ,, : %S.G • 3dV G NV1 Li / GIS 913ZI7 SSVI� D _ 1 ' 1Z Or m wco-lo L.' 4�1 —1 I i ..—.— -6,, nine /*if ' / 17.I I �t FF {rr 1 _. L i f Fti OB.r .�../ iMwl i L 1 1.J , J AFJLS30 % y '' / } • 1 — — 3NaffifSUNOMEI U) 90C-41{100 -t31 RIM ti71S • 7 6 Z � ' 3i(k11iD tin MS �1 m r P 1r•nuvv"r _ et ii taoaanow � ' . . 'a Q 2 .r'.r.,t'4•; W i- ? . 4 �: 7 al IT ' m . O. w = N • - CITY OF RENTON ENVIRONMENTAL CHECKLIST A. BACKGROUND 1. NAME OF PROPOSED PROJECT, IF APPLICABLE: Edmonds Preliminary Plat 2. NAME OF APPLICANT R & R Land Inc. - 3. ADDRESS AND PHONE NUMBER OF APPLICANT AND CONTACT PERSON: Applicant Mr. Gerald Rieker 12228 NE 112th Place #A-1 Kirkland, WA 98033 (206) 300-5911 Agent: Mr. Tom Touma Touma Engineers 6632 South 191st Place, Suite E-102 Kent, Washington 98032 (425) 251-0665 4. DATE CHECKLIST PREPARED: May 16, 2000 5. AGENCY REQUESTING CHECKLIST: City of Renton 6. PROPOSED TIMING OR SCHEDULE (INCLUDING PHASING, IF APPLICABLE) : Construction of the proposed project will begin as soon as all necessary Permits and approvals are received from the City and other governmental Agencies. The project will be developed under one phase. ' 7. DO YOU HAVE ANY PLANS FOR FUTURE ADDITIONS, EXPANSION OR FURTHER ACTIVITY RELATED TO OR CONNECTED WITH THIS PROPOSAL? IF YES, EXPLAIN. No. 8. LIST ANY ENVIRONMENTAL INFORMATION YOU KNOW ABOUT THAT HAS BEEN PREPARED, OR WILL BE PREPARED, DIRECTLY RELATED TO THIS PROJECT: N/A DEVELOPM'EN'T FANNING CITY OF REN I ON JUN 0 7 2 0 7,3 Page 1 of 12 9. DO YOU KNOW WHETHER APPLICATIONS ARE PENDING FOR GOVERNMENTAL APPROVALS OF OTHER PROPOSALS DIRECTLY AFFECTING THE PROPERTY COVERED BY THIS PROJECT? IF YES, EXPLAIN. No. 10. LIST ANY GOVERNMENT APPROVALS OR PERMITS THAT WILL BE NEEDED FOR YOUR PROPOSAL, IF KNOWN: City of Renton Development Services Division Environmental Review Preliminary and Final Plat approval Streets, storm, water and sewer improvements plans approval 11. GIVE BRIEF, COMPLETE DESCRIPTION OF YOUR PROPOSAL, INCLUDING THE PROPOSED USES AND THE SIZE OF THE PROJECT AND SITE. The proposal is to subdivide approximately 1.78 acres of land into 15 lots suitable for single-family residences. The Plat improvements will consist of private streets, storm drainage system with water quality facilities to mitigate runoff from the Site. Water and sewer system will be included, also a complete underground utilities and lighting. Access to the proposed development will be from Edmonds Avenue NE and via private streets along the westerly portion of the parcel. Access to the private road will be from Edmonds Avenue NE on the east and NE 12th Street from the north. 12. LOCATION OF THE PROPOSAL. GIVE SUFFICIENT INFORMATION FOR A PERSON TO UNDERSTAND THE PRECISE LOCATION OF YOUR PROPOSED PROJECT, INCLUDING A STREET ADDRESS, IF ANY, AND SECTION, TOWNSHIP, AND RANGE OF IF KNOWN. IF A PROPOSAL WOULD OCCUR OVER A RANGE OF AREA, PROVIDE THE RANGE OR BOUNDARIES OF THE SITE. PROVIDE A LEGAL DESCRIPTION, SITE PLAN, VICINITY MAP, AND TOPOGRAPHIC MAP, IF REASONABLY AVAILABLE. WHILE YOU SHOULD SUBMIT ANY PLANS REQUIRED BY THE AGENCY, YOU AR NOT REQUIRED TO DUPLICATE MAPS OR DETAILED PLANS SUBMITTED WITH ANY PERMIT APPLICATION RELATED TO THIS CHECKLIST. The proposed project is located in the northwest end of town. Bounded on the north by NE 12th Street. Bounded on 'the east by Edmonds Avenue NE and on the south the site is bounded by Sunset Blvd (SR 900) . Bounded on the west by a Power Station and undeveloped property. The site is located in Section 8, Township 23 North, Range 5 East, W.M. , in the City of Renton, State of Washington. B. ENVIRONMENTAL ELEMENTS: 1. EARTH a. GENERAL DESCRIPTION OF THE SITE: Hilly, Steep Slopes b. WHAT IS THE STEEPEST SLOPE ON THE SITE? The average slope of the site ranges from 12 percent to 26 percent throughout majority of the site. Steeper slopes noted along the easterly portion of the property adjacent to Edmonds Avenue NE. The steep slopes are man-made created when Edmonds Page 2 of 12 Avenue NE was widened in the early 1970. The steep area is narrow and less than 20 feet wide for vertical elevation difference of 10 feet. c. WHAT GENERAL TYPES OF SOILS ARE FOUND ON THE SITE? IF YOU KNOW THE CLASSIFICATIONS OF AGRICULTURAL SOILS, SPECIFY THEM AND NOTE ANY PRIME FARMLAND. According to the USDA Soil Conservation Service's King County Soil Survey, the soil on the site is classified as Indianola (InC) and Ragnar(RdC) soil. These soils are listed as type "A" and "B" soil, suitable for roof infiltration. Terra & Associates prepared a soil report for the site in 1987, a copy of the report is attached. d. ARE THERE SURFACE INDICATIONS OF A HISTORY OF UNSTABLE SOIL IN THE IMMEDIATE VICINITY? IF SO, DESCRIBE. No e. DESCRIBE THE PURPOSE, TYPE AND APPROXIMATE QUANTITIES OF ANY FILLING OR GRADING PROPOSED. INDICATE SOURCE OF FILL. The proposed site will be designed to follow the natural terrain to the maximum extent feasible. The basic topographic features will not be altered by the proposed project. Majority of the grading for the site will be limited for construction of the private road along the west portion of the site. Access to the homes will be from Edmonds It is estimated approximately 945 C.Y. of material will be graded for the private road construction and building pads. Majority of the excavated material will place on the lots. Unsuitable material will be removed from the site and trucked from the site. f. COULD EROSION OCCUR AS A RESULT OF CLEARING, CONSTRUCTION OR USE? IF SO, GENERALLY DESCRIBE. There will be a temporary water erosion resulting from clearing and grading for roadway. This will be mitigated by proper construction of temporary erosion and sedimentation control facilities. • g. ABOUT WHAT PERCENT OF THE SITE WILL BE COVERED WITH IMPERVIOUS SURFACES AFTER PROJECT CONSTRUCTION? 15°%-20% of the site area will be covered with impervious surfaces consisting of paved streets, roofs and driveways to serve the individual home. h. PROPOSED MEASURES TO REDUCE OR CONTROL EROSION, OR OTHER IMPACTS TO THE EARTH, IF ANY. An approved temporary erosion and sedimentation control plan will be implemented during construction of the plat improvements. This plan will include typical use of fabric fences, temporary ponds -r - or other drainage features to mitigate potential erosion. Page 3 of 12 2. AIR A. WHAT TYPES OF EMISSIONS TO THE AIR WOULD RESULT FROM THE PROPOSAL DURING CONSTRUCTION AND WHEN THE PROJECT IS COMPLETED? IF ANY, GENERALLY DESCRIBE AND GIVE APPROXIMATE QUANTITIES IS KNOWN. Ultimately there will be 15 single-family residents on the Site. Approximately 150 automobiles will be associated with this development. These emissions will be controlled by present U.S. Environmental Protection Agency emission control regulations. Heating will be primarily by natural gas or electricity. Some of the homes may have fireplaces. These items may contribute smoke, particulate matter and heat to the ambient air. Temporary deterioration will occur during construction due to dust, exhaust emission and smoke from trash burning. These items will be mitigated by sprinkling of streets for dust control, placing required pollutant control devices on equipment and minimal burning. B. ARE THERE ANY OFF-SITE SOURCES OF EMISSIONS OR ODOR THAT MAY AFFECT YOUR PROPOSAL? IF SO, GENERALLY DESCRIBE. During construction, objectionable odors may be encountered with the uncovering of decaying vegetation, street paving and exhaust emissions. C. PROPOSED MEASURES TO REDUCE OR CONTROL EMISSIONS OR OTHER IMPACTS TO AIR, IF ANY: Air emissions noted above may contribute to changes in the air quality in the immediate proximity of the project. 3. WATER A. SURFACE 1) IS THERE ANY SURFACE WATER BODY ON OR IN THE IMMEDIATE VICINITY OF THE SITE? IF YES, DESCRIBE TYPE AND PROVIDE NAMES. IF APPROPRIATE, STATE WHAT STREAM OR RIVER IT FLOWS INTO. No. 2) WILL THE PROJECT REQUIRE ANY WORK OVER, IN OR ADJACENT TO (WITHIN 200 FEET) THE DESCRIBED WATERS? IF YES, DESCRIBE AND ATTACH AVAILABLE PLANS. No. 3) ESTIMATE THE AMOUNT OF FILL AND DREDGE MATERIAL THAT WOULD BE PLACED IN OR REMOVED FROM SURFACE WATER OR WETLANDS AND INDICATE THE AREA OF THE SITE THAT WOULD BE AFFECTED. INDICATE THE SOURCE OF FILL MATERIAL. None 4) WILL THE PROPOSAL REQUIRE SURFACE WATER WITHDRAWALS OR DIVERSIONS? GIVE GENERAL DESCRIPTION, PURPOSE AND APPROXIMATE r QUANTITIES, IF KNOWN. No Page 4 of 12 5) DOES THE PROPOSAL LIE WITHIN A 100-YEAR FLOODPLAIN? IF SO, NOTE LOCATION ON THE SITE PLAN. No 6) DOES THE PROPOSAL INVOLVE ANY DISCHARGES OF WASTE MATERIALS TO SURFACE WATERS? IF SO, DESCRIBE THE TYPE OF WASTE AND ANTICIPATED VOLUMES OF DISCHARGE. No B. GROUND 1) WILL GROUND WATER BE WITHDRAWN, OR WILL WATER BE DISCHARGED TO GROUND WATERS? GIVE GENERAL DESCRIPTIONS PURPOSE AND APPROXIMATE QUANTITIES, IF KNOWN. No 2) DESCRIBE WASTE MATERIAL THAT WILL BE DISCHARGED INTO THE GROUND FROM SEPTIC TANKS OR OTHER SOURCES, IF ANY. DESCRIBE THE GENERAL SIZE OF THE SYSTEM, THE NUMBER OF SUCH SYSTEMS, THE NUMBER OF HOUSES TO BE SERVED OR THE NUMBER OF ANIMALS OR HUMANS THE SYSTEM(S) ARE EXPECTED TO SERVE. None C. WATER RUNOFF 1) DESCRIBE THE SOURCE OF RUNOFF (INCLUDING STORM WATER) AND METHOD OF COLLECTION AND DISPOSAL, IF ANY. WHERE WILL THIS WATER FLOW? WILL THIS WATER FLOW INTO OTHER WATERS? IF SO, DESCRIBE. The drainage from the subject property drains as sheet flow from east to west across the site. No off-site drainage exist since Edmonds Avenue NE intercept surface water and directs all flows into its own underground storm system. The site flow is directed toward the south along the west portion of the site. There is no evidence of any concentrated flows leaving the site. Thence the flow is directed into an existing storm system situated on Sunset Blvd, approximately 200 to 350 feet from the site. Thence the flow is directed into Sunset Blvd storm system conveying the water into Lake Washington over a mile from the site. 2) COULD WASTE MATERIAL ENTER GROUND OR SURFACE WATERS? IF SO, GENERALLY DESCRIBE. As in common with urban development, surface water quality will be reduced as urban pollutants (oil, grease, lawn fertilizer, heavy metals) enter surface and ground water more frequently after development. Ground water quality and quantity will also be affected by this development. As pollutants leach into the soil, the quality will be affected. The quantity of ground water will be reduced as the - area of impervious surface increase. However, this will not be a significant problem as the Site does not contribute to public water supplies. Page 5 of 12 D. PROPOSED MEASURES TO REDUCE OR CONTROL SURFACE, GROUND AND RUNOFF WATER IMPACTS, IF ANY: Temporary erosion/sedimentation control will be employed during construction to intercept all potential silt laden runoff prior to discharging into natural flow area. This control will remain in effect until the ground cover is re-established and the possibility of erosion is reduced to existing conditions . 4. PLANTS A. CHECK TYPES OF VEGETATION FOUND ON THE SITE: -X- deciduous trees: alder and maple X evergreen trees: fir -X- - shrubs -X- grass -X- pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage. other water plants: water lily, eelgrass, millfoil. other other types of vegetation B. WHAT KIND AND AMOUNT OF VEGETATION WILL BE REMOVED OR ALTERED? Removal of vegetation on site will be limited to construction of the private road and single family structures including driveways. C. LIST THREATENED OR ENDANGERED SPECIES KNOWN TO BE ON OR NEAR THE SITE. There are no known unique, rare or endangered species of flora on the Site. D. PROPOSED LANDSCAPING, USE OF NATIVE PLANTS OR OTHER MEASURES TO PRESERVE OR ENHANCE VEGETATION ON THE SITE, IF ANY: Graded areas around future homes will replanted with grass, shrubs and • trees common to similar residential developments. 5. ANIMALS A. CIRCLE ANY BIRDS AND ANIMALS WHICH HAVE BEEN OBSERVED ON OR NEAR THE SITE OR ARE KNOWN TO BE ON OR NEAR THE SITE: birds: songbirds mammals: small mammals fish: n/a B. LIST ANY THREATENED OR ENDANGERED SPECIES KNOWN TO BE ON OR NEAR THE SITE. i ' None • Page 6 of 12 C. IS THE SITE PART OF A MIGRATION ROUTE? IF SO, EXPLAIN. The site is not known to be a part of migration route. D. PROPOSED MEASURES TO PRESERVE OR ENHANCE WILDLIFE, IF ANY: None 6. ENERGY AND NATURAL RESOURCES A. WHAT KINDS OF ENERGY WILL BE USED TO MEET THE COMPLETED PROJECT'S ENERGY NEEDS? DESCRIBE WHETHER IT WILL BE USED FOR HEATING, MANUFACTURING, ETC. Electricity and natural gas to meet the energy needs will serve the site. B. WOULD YOUR PROJECT AFFECT THE POTENTIAL USE OF SOLAR ENERGY BY ADJACENT PROPERTIES? IF SO, GENERALLY DESCRIBE. No C. WHAT KINDS OF ENERGY CONSERVATION FEATURES ARE INCLUDED IN THE PLANS OF THIS PROPOSAL? LIST OTHER PROPOSED MEASURES TO REDUCE OR CONTROL ENERGY IMPACTS, IF ANY: Building codes for residential development and construction will be implemented, and energy conservation material will be encouraged. 7. ENVIRONMENTAL HEALTH A. ARE THERE ANY ENVIRONMENTAL HEALTH HAZARDS, INCLUDING EXPOSURE TO TOXIC CHEMICALS, RISK OF FIRE AND EXPLOSION, SPILL, OR HAZARDOUS WASTE, THAT COULD OCCUR AS A RESULT OF THIS PROPOSAL? IF SO, DESCRIBE. No. I) DESCRIBE SPECIAL EMERGENCY SERVICES THAT MIGHT BE REQUIRED. N/A 2) PROPOSE MEASURES TO REDUCE OR CONTROL ENVIRONMENTAL HEALTH HAZARDS, IF ANY: N/A B. NOISE 1) WHAT TYPES OF NOISE EXIST IN THE AREA WHICH MAY AFFECT YOUR PROJECT? The most frequent source of noise on the site is vehicular traffic originating from Edmonds Avenue NE and NE 12"' Street situated along the north and east side of the site. Page 7 of 12 2) WHAT TYPE AND LEVELS OF NOISE WOULD BE CREATED BY OR ASSOCIATED WITH THE PROJECT ON A SHORT-TERM OR A LONG-TERM BASIS? INDICATE WHAT HOURS NOISE WOULD COME FROM THE SITE. Construction activities on the site will temporarily increase the noise levels. The completed project would result in a slight increase in ambient noise levels in the vicinity. Limited construction activities on site to daylight hours during weekdays only. 3) PROPOSED MEASURES TO REDUCE OR CONTROL NOISE IMPACTS, IF ANY. No unusual noise levels will be anticipated. 8. LAND AND SHORELINE USES A. WHAT IS THE CURRENT USE OF THE SITE AND ADJACENT PROPERTIES? The site is currently vacant. B. HAS THE SITE BEEN USED FOR AGRICULTURE? IF SO, DESCRIBE. No C. DESCRIBE ANY STRUCTURES ON THE SITE. There are no structures on the site. D. WILL ANY STRUCTURES BE DEMOLISHED? IF SO, WHAT? No E. WHAT IS THE CURRENT ZONING CLASSIFICATION OF THE SITE? R-10 F. WHAT IS THE CURRENT COMPREHENSIVE PLAN DESIGNATION OF THE SITE. The City Comprehensive Plan designates the site as single family with maximum of 10 units per acre. G. IF APPLICABLE, WHAT IS THE CURRENT SHORELINE MASTER PROGRAM DESIGNATION OF THE SITE? N/A H. HAS ANY PART OF THE SITE BEEN CLASSIFIED AS AN "ENVIRONMENTALLY SENSITIVE " AREA, IF SO, SPECIFY. No I. APPROXIMATELY HOW MANY PEOPLE WOULD RESIDE OR WORK IN THE COMPLETED PROJECT? The development of 15 lots will increase the population to approximately 30-35 people. Page 8 of 12 J. APPROXIMATELY HOW MANY PEOPLE WOULD THE COMPLETED PROJECT DISPLACE? None K. PROPOSED MEASURES TO AVOID OR REDUCE DISPLACEMENT IMPACTS, IF ANY: N/A L. PROPOSED MEASURES TO ENSURE THE PROPOSAL IS COMPATIBLE WITH EXISTING AND PROJECTED LAND USES AND PLANS, IF ANY: The project is compatible with existing land uses and the proposed lots are consistent with current zoning. 9. HOUSING A. APPROXIMATELY HOW MANY UNITS WOULD BE PROVIDED, IF ANY? INDICATE WHETHER HIGH, MIDDLE OR LOW-INCOME HOUSING. Fifteen new single family homes will be built for a middle income housing. B. APPROXIMATELY HOW MANY UNITS, IF ANY, WOULD BE ELIMINATED? INDICATE WHETHER HIGH, MIDDLE, OR LOW-INCOME HOUSING. None C. PROPOSED MEASURES TO REDUCE OR CONTROL HOUSING IMPACTS, IF ANY: None 10. AESTHETICS A. WHAT IS THE TALLEST HEIGHT OF ANY PROPOSED STRUCTURE(S) , NOT INCLUDING ANTENNAS? WHAT IS THE PRINCIPAL EXTERIOR BUILDING MATERIAL(S) PROPOSED? Fifteen single-family homes will be built. Height limitation will conform to the City building codes. B. WHAT VIEWS IN THE IMMEDIATE VICINITY WOULD BE ALTERED OR OBSTRUCTED? None C. PROPOSED MEASURES TO REDUCE OR CONTROL AESTHETIC IMPACTS, IF ANY: None 11. LIGHT AND GLARE A. WHAT TYPE OF LIGHT OR GLARE WILL THE PROPOSAL PRODUCE? WHAT TIME OF DAY WOULD IT MAINLY OCCUR? Street, homes, automobiles and yard lights will increase light and glare in the area upon completion of the project. Illumination would r - occur during night time. Page 9 of 12 B. COULD LIGHT OR GLARE FROM THE FINISHED PROJECT BE A SAFETY HAZARD OR INTERFERE WITH VIEWS? No C. WHAT EXISTING OFF-SITE SOURCES OF LIGHT OR GLARE MAY AFFECT YOU PROPOSAL. None D. PROPOSED MEASURES TO REDUCE OR CONTROL LIGHT AND GLARE IMPACTS, IF ANY: None 12. RECREATION A. WHAT DESIGNATED AND INFORMAL RECREATIONAL OPPORTUNITIES ARE IN THE IMMEDIATE VICINITY? Gene Coulon Memorial Park North is within a half a mile from the site. B. WOULD THE PROPOSED PROJECT DISPLACE ANY EXISTING RECREATIONAL USES? IF SO, DESCRIBE. No C. PROPOSED MEASURES TO REDUCE OR CONTROL IMPACTS ON RECREATION, INCLUDING RECREATION OPPORTUNITIES TO BE PROVIDED BY THE PROJECT OR APPLICANT, IF ANY: None 13. HISTORIC AND CULTURAL PRESERVATION A. ARE THEY ANY PLACES OR OBJECTS LISTED ON, OR PROPOSED FOR, NATIONAL, STATE OR LOCAL PRESERVATION REGISTER KNOWN TO BE ON OR NEXT TO THE SITE? IF SO, GENERALLY DESCRIBE. No B. GENERALLY DESCRIBE ANY LANDMARKS OR EVIDENCE OF HISTORIC, ARCHAEOLOGICAL, SCIENTIFIC OR CULTURAL IMPORTANCE KNOWN TO BE ON OR NEXT TO THE SITE. None C. PROPOSED MEASURES TO REDUCE OR CONTROL IMPACTS, IF ANY: N/A 14. TRANSPORTATION A. IDENTIFY PUBLIC STREET AND HIGHWAYS SERVING THE SITE, AND DESCRIBE PROPOSED ACCESS TO THE EXISTING STREET SYSTEM. SHOW ON SITE PLANS, IF ANY: There will no public streets to be constructed except for a small portion of NE 12th Street on the north. Adjacent public street, Edmonds Avenue NE, is fully developed street. A private street along the west . Page 10 of 12 portion of the site will be constructed to serve the lots. NE 12" Street and the private street will be built in accordance with the City's street standards. B. IS SITE CURRENTLY SERVED BY PUBLIC TRANSIT? IF NOT, WHAT IS THE APPROXIMATE DISTANCE TO THE NEAREST TRANSIT STOP. Metro Buses 107 and 108 serve the area at Sunset Blvd (SR 900) . Both bus service are within few a block from the site. C. HOW MANY PARKING SPACES WOULD THE COMPLETED PROJECT HAVE? HOW MANY WOULD IT ELIMINATE? On-site parking will be provided as each lot is developed. D. WILL THE PROPOSAL REQUIRE ANY NEW ROADS OR STREETS, OR IMPROVEMENTS TO EXISTING ROADS OR STREETS, NOT INCLUDING DRIVEWAYS? IF SO, GENERALLY DESCRIBE. Street widening for NE 12th Street along the north of the site, and a new private street will be constructed with all improvements to serve the plat. The streets will be built in accordance with the City of Renton Street Standards. E. WILL THE PROJECT USE WATER, RAIL OR AIR TRANSPORTATION? IF SO, GENERALLY DESCRIBE. No. F. HOW MANY VEHICULAR TRIPS PER DAY WOULD BE GENERATED BY THE COMPLETED PROJECT? IF KNOWN, INDICATE WHEN PEAK VOLUMES WOULD OCCUR. Assuming 10 ADT per single family dwelling, the project will generate approximately 150 trips per day based on peak hour volumes. The peak volumes will occur during the morning and afternoon commuting hours G. PROPOSED MEASURES TO REDUCE OR CONTROL TRANSPORTATION IMPACTS, IF ANY: None. Traffic condition on adjacent streets are operating at adequate level. 15. PUBLIC SERVICES A. WOULD THE PROJECT RESULT IN AN INCREASED NEED FOR PUBLIC SERVICES? IF SO, GENERALLY DESCRIBE. The addition of fifteen new residences will be insignificant on existing public services. B. PROPOSED MEASURES TO REDUCE OR CONTROL DIRECT IMPACTS ON PUBLIC SERVICES, IF ANY: None Page 11 of 12 16. UTILITIES A. INDICATE UTILITIES CURRENTLY AVAILABLE AT THE SITE: Electricity, natural gas, water, sanitary sewer, refuse service, telephone. B. DESCRIBE THE UTILITIES THAT ARE PROPOSED FOR THE PROJECT, THE UTILITY PROVIDING THE SERVICE AND THE GENERAL CONSTRUCTION ACTIVITIES ON THE SITE OR IN THE IMMEDIATE VICINITY WHICH MIGHT BE NEEDED. Power & Telephone are available to the Site from adjacent road serving the Site. Puget Sound Energy will provide services to the Site. Telephone services to the project Site will be provided by US West Communication. The water and sanitary sewer systems will be provided by the developer for the Site. These systems will be built according to the City of Renton standards and specifications. A storm water drainage system will be constructed as required by the City of Renton. Surface water will be designed in accordance with 1990 King County Surface Water Manual. C. SIGNATURE The above answers are true and complete to the best my knowledge. I understand that the lead agency is relying on them to make its decision. /1 Agent(tte:e_ce-e—t the Applicant Date Submitted 5,6)//,G) Page 12 of 12 MEMORANDUM CITY OFRENTON DATE: lrl/a° JAN 20 2000 r;IUILOta\ G DIVISION TO: Construction Services, Fire Prevention, Plan Review, Project Planner FROM: Jana Hanson, Development Services Division Director SUBJECT: New Preliminary Application: P-&avc . cuI2D;UIstc-d LOCATION: 5 ) C-o e esz, o P & E ar14. S}- i EpriNot405 PREAPP NO. CO -61 A meeting with the applicant has been scheduled for 1 D',00 Arr .- , Thursday, ‘O , in one of the 6th floor conference rooms (new City Hall). If this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED, PRIOR TO 11:00 AM to allow time to prepare for the 11:00 AM meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. Please submit your written comments to at least two (2) days before the meeting. Thank you. DEV CITTY OF RENTON ING C�, JUN 0 7 2000 p_. RECEIVED 777J/ / / Preapp2 • CITY OF RENTON "k�NTO FIRE PREVENTION BUREAU MEMORANDUM DATE: January 24, 2000 TO: Peter Rosen, Planner FROM: Jim Gray, Assistant Fire Marshal SUBJECT: Edmonds Subdivision, NE 12th & dmonds Av. NE Fire Department Comments: 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. 2. A fire mitigation fee of$488.00 is required for all new single-family structures. {;1� 3. Access roadway requires 20 Foot paved roadway rather than 16-foot alley as shown. 7 4. This project needs to show how it will accommodate the parking requirements for both residents and guests. It is unclear how this will be done on this particular development. Please feel free to contact me if you have any questions. s• of ' CITY OF RENTON MEMORANDUM DATE: February 3, 2000 TO: Peter Rosen ,euc.i p�iyr �4'sD FROM: Paul Lumbert SUBJECT: Edmonds Subdivision Preliminary Application Note on Preliminary Review Comments Contained In This Report: The following comments on development and permitting issues are based upon the pre-application submittals made to the City of Renton by the applicant. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official ,decision-makers (e.g., Hearing Examiner, Board of Adjustment, Board of Public Works and City Council). Review comments may also need to be revised based on programmatic, site planning and other design changes made by the applicant. • Sanitary Sewer: The site has existing sanitary sewer mains located as follows: 1). 8" in Edmonds Ave NE between NE 12th and NE Park Drive. 2). 8" in Sunset Blvd NE (old roadway) south side of NE. Park Drive. 3). 8" in NE 12th St. (Service from this main would require a main extension and may not be able to provide gravity flow from the site. Side sewer connection permit required at $60/connection. Wastewater (SDC) fees of $585/single family residence will be required. edmonds February 3, 2000 Page 2 Water: The site has existing water mains located as follows: 1). 8"A.C.. in NE 12`h St. 2). 8" C.I. (T.J.) and 16" ductile iron in Edmonds Ave NE The project is located in aquifer protection Zone 2 and in the Highlands 435 Pressure Zone. The static pressure in the main is 60 PSI (435 P.Z. —295 site Elevation = 140 x .43 = 60.2 PSI). Any additional water main or fire hydrants must meet current fire flow, fire codes/regulations per the Renton Fire Department. New water meters for domestic/irrigation will be required and must meet current UPC regulations. Water (SDC) fees of $850/single family residence will be required. Surface Water(Storm Drainage): The storm drainage plan and erosion/sedimentation control plans must meet the requirements of the 1990 KCSWDM as adopted by the City of Renton. A level one- drainage report will be required. Surface water (SDC) fees of$385/single family residence will be required. Street Improvements: • The project will require curb, gutter, sidewalks, driveways, street paving and streetlights on all right-of-ways if not in place per City codes/standards. Traffic mitigation fee of $75/trip will be required. Project will require a traffic study. General: Construction permit fees will be required for construction of water mains, side sewer, and storm drainage system and street improvements. The cost of permits are as follows: The first $100,000 is at 5% of the cost of the construction, the second from $100,000 to $200,000 is at 4% of the cost and the third all the amount over $200,000 is at 3% of the cost. Half of the fee must be paid upon application for building and off/on site utility and street improvement construction review. The remainder shall be paid when the permits are issued. CITY OF RENTON Planning / Building / Public Works MEMORANDUM DATE: February 10, 2000 TO: Pre-Application File FROM: Peter Rosen, Senior Planner SUBJECT: Edmonds Subdivision -- Pre-App File#00-07 We have completed a review of the pre-application for the proposed Edmonds Subdivision. Listed below and,attached on several sheets are our preliminary findings. Although every attempt is made to ensure that these comments are complete, a more thorough examination of the project at the time of application submittal may reveal additional issues that may alter these comments or require additional comments. Proposal. The proposal is to subdivide a 1.78 acre parcel into 15 lots intended for construction of single family residences. Zoning. The project site is zoned Residential - 10 Dwelling Units/Acre (R-10). Purpose - The intent of the R-10 zone is to 1) create new residential neighborhoods on larger parcels of land in a `traditional neighborhood"development style and 2) create high quality infill development that increases density while maintaining the singe family character of the existing neighborhood. / Permitted Uses -The R-10 zone allows for detached single family dwellings, semi-attached dwellings and multi-family units. Multi-family units are allowed to comprise a maximum of 50% of the permitted number of units. Based on the proposed lot sizes (less than 4,000 square feet), the proposal appears to be intended entirely for single family detached dwelling units. This is consistent with the permitted uses of the R-10 zone. The applicant should clarify if this is the intention of the proposal in the project narrative. Staff will recommend a condition to the Hearing Examiner that a note on the plat limit the lots to single family development. Density - The R-10 zone allows a minimum density of 7 units per acre and a maximum of 10 dwelling units per acre. A recent code amendment allows a density bonus of a maximum of 13 units per acre where all units are detached. The subject proposal has a density of approximately 9.15 dwelling units per acre. This includes a deduction of the public street area from the gross site area. Net density is • or, calculated by subtracting the area of environmentally sensitive areas from the gross area of the site. p • r." ,f • Wetland areas and slopes greater than 40% are environmentally sensitive areas that are subtracted for ,�tl (t1r calculating density. T e app'IIt unt- olNd fl ude a sfW-gMlysis"Witfi lfie"application materials, indicating `t } slope areas that exceed 40%. The area of the public street should also be shown. ir. �T.. Lot Area and Lot Dimensions - The minimum lot area for detached and semi-attached units is 3,000 l �e square feet. The minimum lot width for interior lots is 30 feet and 40 feet for corner lots. There is a minimum lot d th of 55 feet. The proposed lots appear to satisfy lot dimension requirements. t�. r; Setbacks Alo g streets created after September_1,_..1995,, the code requires a minimum front yard n setback o 10 f et for the primary structure and a minimum setback of 20 feet for attached garages which are access rom the front yard street(s). • vc� ; The minimum rear yard setback islet. Detached dwellings require a 5 foot side yard setback. The applicant should indicate building envelopes that show required setbacks on the preliminary plat submittal. The applicant may choose whether the front setback is oriented toward Edmonds Avenue or the alley access and this should be shown on the plans. Building Height-Maximum building height is 2 stories and 30 feet. Building Coverage—For detached and semi-attached units, the maximum building coverage is 70% of the • total lot area and maximum impervious surface is 75%. Landscaping—All setback areas shall be landscaped excluding driveways and walkways. Parking-The Parking Code requires 2 parking spaces per single-family dwelling unit. Street/Circulation System — The proposed alley access will require a minimum width of_20_feet of paved surface for fire/emergency access. Staff is concerned that guest overflow parking could block the 20-foot clear alley access. The potential for guest parking along Edmonds Avenue may be limited which could exasperate the problem. The applicant should provide 2-car garages for each unit as well as driveway apron parking to alleviate concerns about parking. There are slope and traffic safety issues concerning NE 12th Street. A plat directly to the north of the subject site, Elizabeth Place Preliminary Plat, was required to gate their access onto NE 12th Street for emergency use only. If this is also required for the subject proposal, a vehicle turnaround may be required at the north end of the alley access. The applicant should provide pedestrian access direct to Edmonds Avenue. Adjacent lots could share walkways located along the common side lot lines. Public Notification Sign. The applicant is responsible for erecting a 4'X 8' plywood face notice board, to be provided and installed by the applicant and approved by the Department. The applicant shall place the notice board in one conspicuous, clearly visible place on or adjacent to the property subject to the application at least 14 days prior to the date of the decision. Permit Requirements. The proposal to create 15 lots is a subdivision that would require environmental review, preliminary and final plat approval, prior to construction of residences. The proposed subdivision may meet the definition of a hillside subdivision, required where the average slope is 20% or in which any street in the subdivision has grades greater than 15% at any point. For hillside subdivisions, there are additional considerations in regard to slopes, as outlined in Section 4-7-220. The land use process is essentially the same. Environmental review (SEPA) would be conducted first. Typical issues.addressed include earth/erosion impacts, stormwater, traffic, and impacts on City services and facilities. A geotechnical report would be required with the project application and it should specifically address slope issues on the site. A traffic study will be required for the application submittal. The traffic study should provide an analysis of the driveway entry onto Edmonds Avenue and the intersection of NE 12th Street and Edmonds Avenue. Subdivisions are reviewed in a public hearing before the Hearing Examiner. Final approval is determined by the City Council. Environmental review and the preliminary plat process take approximately 12 to 16 weeks. Improvemerits such as the installation of curbs, gutters, sidewalks, sanitary and storm sewers, water mains, street lights, etc. need to be constructed (or deferred with approval of the Board of Public Works) prior to recording the final plat and creation of building lots. A separate construction permit is required for such improvements with associated engineered plans prepared according to the City Drafting Standards and associated fees. After inspection and approval of improvements, the applicant may submit a final plat for recording with the King County Department of Records and Elections. CC: Jennifer Henning J fl j yr ' ry e I \� k.( . f • • • • • MEMORANDUM . , DATE: I/i�I/Ob �I-�, ,V ?rim TO: Long Range Planning FROM: Jana Hanson, Development Services Division Director SUBJECT: New Preliminary Application: FOMaNO �60„/,'s.ban) LOCATION: 5 -1 edoz•• c9P N i r t# 4— r a✓AS Au&. PREAPP NO. nO --b� Please review the attached preliminary project plans for consistency with applicable Comprehensive Plan Policies. Please sulDmour written comments to c'.PA Qp no later than / f6 '' . Thank you. 1 We will not be able to include comments received after this date in the presentation/summary we prepare for the applicant. S}7 r is D`3 i cvv �c� �? 1�L 1\ri i A-i_ c� e r cmi 1►1J TI CO71-.rTzLlizsw$)vl 67L/ J , /. o Z.:Dnrt_r1-D 12-1 p eve e6zsDea -7 1 S D& i c. i T 1-i AIL c-'(33- Lc)/ ni5 . T c: A 6Z-c3S -rtAL- S-t g 7 , Wiz 1-1 i=} C'6z1 r-\ (57v;R /'}-mi 5 n r0c2,,,/,h-Y /vcetyss • lvU c"-coiYL cx 1SS(1,15--5 . �r 2S�lL/ CL�1L e(7}�vrV��v� DeN5)7 15 got.; J1L'' 1 C U,vErs /Nt:-7 (c175i%rvti}T�) , . _pre-app - _ _ - - ■ ,'-w'• warming` TENTATIVE PLAT ='"° — �� iS 2°` FOR :.. FM Pe. REMAIN m DATE APPR —.— -�� '�' �"" CAMBRIDGE HOMES I I . J L _ NE 72TH STREET EMI r I I ■a ■ 1 f 1 S5) • a :4 n S m • 4 OI— y 1 ni u III ,N \ I 0 \ *-4- . 'SLA £• 4t" 2ga >i il \ it „ 14 " gig r°, f% liilpirOli . r',4 odo 3 R Til ligVArigillP1 . • • oit,..... D ,r_2.. , • "WO a ,ag1 �gll \• CH AGO TITLE INSURANCE C /IPANY 10500 NE 8TH,#1700,BELLEVUE,WA 98004 A.L.TA.COMMITMENT SCHEDULE A Title Unit: ETU Phone: (425)646-9883 Fax: (425)646-9879 Order No.: 560460 Officer: CRUIKSHANK/DANIELS/QUAST/APPEL Your No.: RIEKER Commitment Effective Date: OCTOBER 13, 1999 at 8:00 A.M. 1. Policy or Policies to be issued: ALTA Owner's Policy Amount: $0.0 0 1992 STANDARD Premium: GENERAL SCHEDULE RATE Tax: Proposed Insured: GERALD RIEKER AND SONG HEE RIEKER, HUSBAND AND WIFE Policy or Policies to be issued: Amount: $0.00 ALTA Loan Policy Premium: 1992 EXTENDED Tax: - SIMULTANEOUS LOAN RATE Proposed Insured: Policy or Policies to be issued: Amount: $0.00 ALTA Loan Policy Premium: Tax: Proposed Insured: DEV c,TG`(OF R PEA 0�1 6NG 2. The estate or interest in the land which is covered by this Commitment is: 2zrtO FEE SIMPLE JUG O � � RECEIVED 3. Title to the estate or interest in the land is at the effective date hereof vested in: JOHN S. BANCHERO, AS HIS SEPARATE ESTATE, AND THE HEIRS AND DEVISEES OF ELIZABETH BANCHERO, AS TO AN UNDIVIDED ONE-HALF INTEREST; AND ROBERT FLORER AND NANCY FLORER, HUSBAND AND WIFE, AS TO AN UNDIVIDED ONE-HALF INTEREST 4. The land referred to in this Commitment is described as follows: SEE ATTACHED LEGAL DESCRIPTION EXHIBIT • CHICAGO TITLE INSURANCE COMPANY A.L.TA.COMMITMENT SCHEDULE B Order No.: 560460 Your No.: RIEKER Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. GENERAL EXCEPTIONS A. Rights or claims of parties in possession not shown by the public records. B. Encroachments,overlaps,boundary line disputes,or other matters which would be disclosed by an accurate survey and inspection of the premises. C. Easements,or claims of easements,not shown by the public records. D. Any lien,or right to a lien,for contributions to employee benefit funds,or for state workers' compensation,or for services,labor,or material heretofore or hereafter furnished,all as imposed by law,and not shown by the public records. E. Taxes or special assessments 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,other utilities,or garbage collection and disposal. G.Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations,Indian treaty or aboriginal rights,including easements or equitable servitudes. H. Water rights,claims,or title to water. I. Defects,liens,encumbrances,adverse claims or other matters,if any,created,first appearing in the public records,or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. • SPECIAL EXCEPTIONS FOLLOW WLTACOMB/RDA/0999 CHICAGO TITLE INSURANCE COMPANY A.L.TA.COMMITMENT SCHEDULE B (Continued) Order No.: 000560460 Your No.: RIEKER SPECIAL EXCEPTIONS A 1. RELINQUISHMENT OF ACCESS TO STATE HIGHWAY NUMBER 1 AND OF LIGHT, VIEW AND AIR BY DEED TO THE STATE OF WASHINGTON: RECORDED: DECEMBER 29, 1971 RECORDING NUMBER: 7112290094 a 2. CONDEMNATION OF ACCESS TO STATE HIGHWAY NUMBER 1 AND OF LIGHT, VIEW AND AIR BY KING COUNTY DECREE TO THE STATE OF WASHINGTON: ENTERED: NOT DISCLOSED SUPERIOR COURT CAUSE NUMBER: 655879 c 3. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN INSTRUMENT: RECORDED: JUNE 25, 1979 RECORDING NUMBER: 7906250764 F 4. PAYMENT OF THE REAL ESTATE EXCISE TAX, IF REQUIRED. THE PROPERTY DESCRIBED HEREIN IS SITUATED WITHIN THE BOUNDARIES OF LOCAL TAXING AUTHORITY OF CITY OF RENTON. PRESENT RATE IS 1.78%. ANY CONVEYANCE DOCUMENT MUST ,BE ACCOMPANIED BY THE OFFICIAL WASHINGTON STATE EXCISE TAX AFFIDAVIT. THE APPLICABLE EXCISE TAX MUST BE PAID AND THE AFFIDAVIT APPROVED AT THE TIME OF THE RECORDING OF THE CONVEYANCE DOCUMENTS. 0 5. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR: 1999 TAX ACCOUNT NUMBER: 082305-9043-00 LEVY CODE: 2100 r CLTACMBI/RDA/0999 CHICAGO TITLE INSURANCE COMPANY A.L.TA.COMMITMENT SCHEDULE B (Continued) Order No.: 560460 Your No.: RIEKER • SPECIAL EXCEPTIONS ASSESSED VALUE-LAND: $ 200,000.00 ASSESSED VALUE-IMPROVEMENTS: $ 0.00 GENERAL & SPECIAL TAXES: BILLED: $ 2,675.04 PAID: $ 1,337.52 UNPAID: $ 1,337.52 s 6. ELIZABETH BANCHERO DIED ON , WITH ACTION PENDING IN KING COUNTY PROBATE CASE NUMBER 99-4-02404-1. JOHN S. BANCHERO, -JR. AND CATHERINE MALSHUK WAS APPOINTED PERSONAL REPRESENTATIVE ON MAY 12, 1999. THE -ESTATE HAS BEEN GRANTED AN ORDER OF SOLVENCY AND SAID PERSONAL REPRESENTATIVE IS AUTHORIZED TO SELL AND CONVEY OR MORTGAGE SAID PROPERTY. ATTORNEY FOR THE ESTATE IS JAMES K. MCBAIN. • n 7. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 7908249006, WHICH WILL FOLLOW BY SUPPLEMENTAL REPORT. tt 8. IN THE EVENT THAT THE PROPERTY DESCRIBED HEREIN IS OCCUPIED BY A MARRIED PERSON AND SPOUSE AS A HOMESTEAD, THE CONVEYANCE OR ENCUMBRANCE OF THE PROPERTY MUST BE EXECUTED AND ACKNOWLEDGED BY BOTH HUSBAND AND WIFE, PURSUANT TO RCW 6.13 WHICH NOW PROVIDES FOR AN AUTOMATIC HOMESTEAD ON SUCH PROPERTY. ✓ - 9. THE LEGAL DESCRIPTION IN THIS COMMITMENT IS BASED ON INFORMATION PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS AS DEFINED IN THE. POLICY TO ISSUE. THE PARTIES TO THE FORTHCOMING TRANSACTION MUST NOTIFY THE TITLE INSURANCE COMPANY PRIOR TO CLOSING IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. NOTE 1: AS OF THE DATE HEREOF THERE ARE NO MATTERS WHICH WOULD APPEAR AS EXCEPTIONS IN THE POLICY TO ISSUE AGAINST: GERALD RIEKER AND SONG HEE RIEKER a NOTE 2: EFFECTIVE JANUARY 1, 1997, DOCUMENT FORMAT AND CONTENT REQUIREMENTS HAVE BEEN IMPOSED BY WASHINGTON LAW. FAILURE TO COMPLY WITH THE FOLLOWING REQUIREMENTS MAY RESULT IN REJECTION OF THE DOCUMENT BY THE CLTACMB2/RDA/0999 . , 0 • ) U CHICAGO TITLE INSURANCE COMPANY 1800 COLUMBIA CENTER, 701 5TH AVE (206) 628-5666 • IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with reference t streets and other 1 . o liability is assumed by reason of reliance hereon. j-?__;.4 .21.4 ,s,c.:,,;(\_ ) 02 ).i,-. L.- )f 1666068.87 \ I 7 Y186510.4a /790 �- 74� .4s 4. 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P>44 .-s -41 J,'"%o W o4 t. ° k° ° t 11 ree-o �- racQ- , o. 2 A ,re P. fq 4 IL , 1,° 6 .� h w S IN' `9e " °o se Z1�b° �p�0�-Pp R 1� 1� ( a b a 3^g 1 I ° 7 ° =a prl any �+ �tacl I - I ci29I �I `� as 06tp $ `s1° t y °3 00 et a 1 .✓q7-si-rt'c/ N E 10 TH PL I o°� p0'1° 61�p A§ • ..__J.. .71 sot 263.43 '...Mg 7e ••• MAP .LEVEL .ONE STORM.:D•RAINAGE;:REPORR� . ; PROPOSED',•''PLAT• SECTION.•'.8 ,T�: <23•-N 80 5' RENTON ,WAS HING ON:. • JOB NO. 719-008-001 FOR: CAMBRIDGE HOMES INC. APRIL, 2000 • DEVELOPMENT PLANNING CITY OF RENTON • JUN0Z 2010 CE91Vf D • Prepared by Touma Engineers 6632 S. 191ST P1 ,�`\\F1. H. Suite E-102 Q of�� Seattle Wa. 98032 . `; PH. 206-251-0665 � 1 % '� • 9470j� 0 • EXPItRES 6J224100 j LEVEL ONE ANALYSIS I . INTRODUCTION This project involves about 1 . 78 acres in the northeast quarter of Section 8, Township 23 North, Range 5 East W. M. The present zone designation is (R10) with about 17 lots allowable (1 . 78 x lOdu/acre) . The proposal is for the creation of a 16 lot "Fill in" subdivision on this property. Edmonds Ave . NE on the east was developed with 44' of paving, curb, gutter, and 5' sidewalk. NE 12th street on the north has 22' to 24' of asphalt road without curb, gutter or sidewalk. NE 12th street will be developed with 16' of asphalt paving, curb, gutter and 5' sidewalk. The site can accommodate 16 lots with frontage along Edmonds Ave. NE. , that will be serviced from a private alley. The new alley road will have 20' feet of asphalt with an inverted crown to help control the surface runoff. We plan to collect the surface runoff from the added asphalt surfacing and direct it through a wetvault on the property. The existing soils as indicated by the King County Soil Survey are InC ( Indianola) , and RdC (Ragnar) . These soils are listed as type "A" and "B" soils, suitable for roof infiltration. Our preliminary studies indicate that less than 0 . 5 cfs of peak rate runoff will be generated for the 100 year storm. The asphalt paving will be directed through a wetvault for water quality mitigation. The existing site was cleared and logged some years ago with only brush and small cottonwood and alder trees less than 6" caliper now present . The site slopes sharply down from the east to west bounded by Edmonds Ave. NE. The slopes range from 12% to 26% . REVIEW OF RESOURCES 1 . City of Renton Aquifer Protection Area Map. 2 . King County Soil Survey Mapping. 3 . City of Renton Zoning and Subdivision Ordinances Pg. - 1 FIELD INSPECTION The field inspection of the site was performed in April, 2000 . The property is presently vacant . Edmonds Ave. NE is developed on the east with curb, gutter, and sidewalk. No surface runoff enters the site from Edmonds Ave. NE. The street to the north is NE 12th street . This existing street has an asphalt curb along the south edge, which contains the street surface runoff. The surface runoff flows along this asphalt curb to the west edge of our proposal . Riprap has been placed along the paving in front of the PSE substation and directs runoff to the west . DOWNSTREAM The site slopes to the southwest and south. There was no evidence of any concentrated flows leaving the site. The existing right of way abutting to the south is Sunset Boulevard (SR 900) . Adjacent to the southwest corner of the site within the right of way for Sunset Blvd. is an existing catch basin about 7 feet deep. This conveyance pipe carries runoff from the drainage areas lying to the east of the site . Presently a 24" diameter concrete pipe enters this CB from the east and exits westerly with about 200' of 27" diameter concrete pipe at about 2 . 5% to a type 2 catch basin. From that point, a 30" pipe continues to the southwest along the northerly margin of Sunset boulevard. 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VP,j 4'',•', ' •:ip• a.. 1 I• C Ur.; ,1 •• r 1 y e i ` ? • U r )) \ •1 '• •, d :,• • a(*111] 1• R ry l ••'i;'oa •,I " t P•ad •1' •1 ;'r r• ,li..'1-> '.,'!3'i' : wlTtr. � . 10 Plant' ' \Ty .;!• ! ; ^ ,,A. \ ' r r CI. Ilet(�) I I r i.Ev.0...V" 4., ii.,). ... 1111,/ ...Ail• -- Mil . .,.4.,. •• ana „a/4 , \ \katAlli, .0, iy,,,,,.,,,, ,L, ,...._...-.. RENTON 1.9 Ml. 12'30" (Joins sheet 1 1) RdC RENTON 1.7 Ml. 10l Scale 1:24 000 '4 0 _ — - MII , - -------------------------- 5flf)0 if)rux) I,.„t STORM DRAINAGE TIME OF CONCENTRATION FOR EDMONDS JOB TOTAL AREA 1.78 ACRES-ENTIRE PROPERTY BASIN AREA 1.84 ACRES -ON SITE AND OFF SITE SOIL TYPE InC, RdC Indianola predominately Type"A" EXISTING CONDITIONS OPEN AREAS 1.84 ACRES CN 74 PERVIOUS AREA 1.84 CN 74 J /I/ POST DEV. CONDITIONS LANDSCAPING f59 ACRES CN 77 . —t ,- HOUSE ROOF CONSIDEDED LAWN 0.59 ACRES CN 77 I ' ASPHALT+ CONCRETE 0.33 ACRES CN 98 PERVIOUS AREA 1.51 ACRES CN 77 IMPERVIOUS 0.33 ACRES CN 98 - -- TIME OF CONCENTRATION -PRE-DEVELOPMENT- FOR 2-YEAR, 24-HOUR STORM DESIGN SHEET FLOW-ONSITE MANNING-i RANGE 0.13 OVERLAND-L 160 FEET PRECIPITATION-P 2 INCH SLOPE-S 0.15 FT/FT T1 = 7.19 MINUTES TOTAL TIME-PRE- DEVELOPMENT 7.19 TIME OF CONCENTRATION - POST DEVELOPMENT-FOR 2-YEAR, 24-HOUR STORM DESIGN SHEET FLOW-ONSITE MANNING-1 SURFACE 0.15 OVERLAND-L 140 FEET PRECIPITATION-P 2 INCH SLOPE -S 0.24 FT/FT T1 = 6.00 MINUTES CONCENTRATED FLOW-ONSITE GUTTER 0 FEET K-VALUE 42 SLOPE -S 0.18 FT/FT VELOCITY-V 17.82 FPS T2 = 0.00 MINUTES PIPE 420 FEET K-VALUE 42 SLOPE -S 0.031 FT/FT VELOCITY-V 7.39 FPS T3 = 0.95 MINUTES TOTAL TIME - POST DEVELOPMENT 6.95 BUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH TORM OPTIONS: S .C. S. TYPE-1A - 7-DAY DESIGN STORM \t/r4'7 G 2 C7M C. L I i`f - STORM DATA FILE SPECIFY STORM OPTION: . /a �' �� C41-L iT I -'/EA2 ST0a 01 .C . S. TYPE-1A RAINFALL DISTRIBUTION NTER: FREQ(YEAR) , DURATION(HOUR) , PRECIP( INCHES) ,24, . 67 ******************* S.C.S. TYPE-1A DISTRIBUTION ******************** ******** 1-YEAR 24-HOUR STORM **** . 67" TOTAL PRECIP. ********* NTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 . 84,74,0,98, 7 . 19 ATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1. 8 1. 8 74. 0 . 0 98. 0 7 . 2 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) . 00 7 . 83 0 NTER [d: ] [path]filename[ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: E1YR 'SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP NTER: A(PERV) , CN(PERV) , A( IMPERV) , CN( IMPERV) , TC FOR BASIN NO. 2 . 51, 77,9.33,98,6. 95 ATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1. 8 1. 5 77 .0 .3 98. 0 6. 9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) . 04 7 . 83 578 NTER [d: ] [path]filename[ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: D1YR SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP r ` iBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH STORM OPTIONS: L - S.C.S. TYPE-1A - 7-DAY DESIGN STORM - STORM DATA FILE iPECIFY STORM OPTION: ; .C. S. TYPE-1A RAINFALL DISTRIBUTION ;LATER: FREQ(YEAR) , DURATION(HOUR) , PRECIP(INCHES) '. ,24,2 :******************* S.G. S. TYPE-1A DISTRIBUTION ******************** :******** 2-YEAR 24-HOUR STORM **** 2 . 00" TOTAL PRECIP. ********* ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 . . 84, 74,0,98,7 . 19 )ATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.8 1 . 8 74.0 . 0 98 . 0 7 . 2 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) . 05 12 . 50 2336 INTER [d: ] [path]filename[ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: .E2YR IPECIFY: C - CONTINUE., N - NEWSTORM, P - PRINT, S - STOP INTER: A(PERV) , CN(PERV) , A( IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 2 .. 51,77, . 33 ,98,6. 95 )ATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.8 1. 5 77 .0 . 3 98. 0 6. 9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) . 24 7 . 83 4581 :NTER [d: ] [path]filename[ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: D2YR SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP ' .C. S. TYPE-1A RAINFALL DISTRIBUTION .NTER: FREQ(YEAR) , DURATION(HOUR) , PRECIP(INCHES) 0,24,2 .9 '******************* S .C. S. TYPE-1A DISTRIBUTION ******************** ******** 10-YEAR 24-HOUR STORM **** 2 .90" TOTAL PRECIP. ********* ;NTER: A(PERV) , CN(PERV) , A(IMPERV) , CN( IMPERV) , TC FOR BASIN NO. 1 . 84,74,0 ,98,7 . 19 IATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1. 8 1. 8 74.0 . 0 98. 0 7 . 2 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) . 28 7 . 83 5645 :NTER [d: ] [path]filename[ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: .E10YR IPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP NTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 2 .. 51,77, . 33,98, 6. 95 IATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1. 8 1. 5 77 .0 . 3 98. 0 6. 9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) . 54 7 . 83 8689 ;NTER [d: ] [path]filename[ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: .D10YR IPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP .C. S. TYPE-1A RAINFALL DISTRIBUTION NTER: FREQ(YEAR) , DURATION(HOUR) , PRECIP(INCHES) 00,24,3 . 9 ******************* S.C. S. TYPE-1A DISTRIBUTION ******************** ******** 100-YEAR 24-HOUR STORM **** 3 . 90" TOTAL PRECIP. ********* NTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 . 84,74,0,98,7 . 19 ATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.8 1. 8 74. 0 . 0 98. 0 7 . 2 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) �Y,�, ^N . 62 7 . 83 10172 ---�`' NTER [d: ] [path]filename[ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: E100YR PECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP NTER: A(PERV) , CN(PERV) , A( IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 2 . 51,77, . 33 ,98,6.95 ATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS ' TC(MINUTES) A CN A CN 1. 8 1. 5 77 . 0 .3 98. 0 6. 9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) D r\/ F I4- .93 7 .83 13894 NTER [d: ] [path]filename[ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: D100YR PECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP 0,9 3 — 0. 6,2 = 0, 3 I CFS I NCI 1 f s F F'or2 fai n1r7FF - N? DeTGF, TIf? N , IAA r-- T I2' 9. « 1 T y r`e.0 t2 P'4 113 E t�l 7 V ` 1-T KING COUNTY, WASIIING 'I' ON, SURFACE WA 'I' ER DESIGN MANUAL TABLE 3.5.2B SCS WESTERN WASHINGTON RUNOF CURVE NUMBERS SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type 1 A rainfall distribution, 24-hour storm duration. CURVE NUMBERS BY HY OGIC SOIL GROUP LAND USE DESCRIPTION A B C D Cultivated land(1): winter condition 86 91 94. 95 Mountain open areas: low growing brush and grasslands L7.11 82 89 92 Meadow or pasture: 65 78 85 89 Wood or forest land: undisturbed 42 64 76 81 Wood or forest land: young second growth or brush 55 72 81 86 Orchard: with cover crop 81 88 92 94 • Open spaces, lawns, parks, golf courses, cemeteries, I landscaping. good condition: grass cover on 75% or more of the area 68 80 86 90 III condition: grass cover on 50% to 75% of the area 77 85 90 92 Gravel roads and parking lots 76 85 89 91 Dirt roads and parking lots 72 82 87 89 Impervious surfaces, pavement, roofs, etc. 98 98 98 98 Open water bodies: lakes, wetlands, ponds, etc. 100 100 100 100 Single Family Residential (2) I Dwelling Unit/Gross Acre % Impervious (3) 1.0 DU/GA 15 Separate curve number 1.5 DU/GA 20 shall be selected 2.0 DU/GA 25 for pervious and 2.5 DU/GA 30 impervious portion 3.0 DU/GA 34 of the site or basin I 3.5 DU/GA 38 4.0 DU/GA 42 • 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU/GA 50 6.0 DU/GA 52 6.5 DU/GA 54 7.0 DU/GA 56 Planned unit developments, % impervious condominiums, apartments, must be computed commercial business and Industrial areas. (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9, August 1972. (2) Assumes roof and driveway runoff is directed into street/storm system. (3) The remaining pervious areas (lawn) are considered to be In good condition for these curve numbers. . - M 3.5.2-3 2/89 I KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TABLE 3.5.2C "n" AND "k" VALUES USED IN TIME CALCULATIONS FOR HYDROGRAPHS 'n,Sheet Flow Equation Manning's Values(For the Initial 300 It of travel) Smooth surfaces(concrete,asphalt,gravel,or bare hard packed soil) 0.011 '=f---- Fallow fields or loose soil surface(no residue) 0.05 Cultivated soil with residue cover(s <=0.20 Il/fl) 0.06 Cultivaled.soll with residue cover(S>0.20 ft/ft) 0.17 Short prairie grass and lawns 0.15 -4"- Dense grasses 0.24 Bermuda grass 0.41 Range(natural) 0.13 Woods or forest with light underbrush 0.40 Woods or forest with dense underbrush 0.80 *Manning values for sheet flow only,from Overton and Meadows 1976(See TR-55,1986) 'IC Values Used In Travel Time/Time of Concentration Calculations Shallow Concentrated Flow (After the Initial 300 fl.of sheet flow,R =0.1) k, 1. Forest with heavy ground litter and meadows(n=0.10) 3 2. Brushy ground with some trees(n 0.060) 5 3. Fallow or minimum tillage cultivation(n=0.040) 8 4. High grass(n = 0.035) 9 5. Short grass,pasture and lawns(n.0.030) 11 6, Nearly bare ground(n=0.025) 13 7. Paved and gravel areas(n=0.012) 27 Channel Flow(Intermittent)(At the beginning of visible channels:R=0.2) k� • I. Forested swale with heavy ground litter(n = 0.10) 5 2. Forested drainage course/ravine with defined channel bed(n=0.050) 10 3. Rock-lined waterway(n=0.035) 15 4. Grassed waterway(n=0.030) 17 5. Earth-Ilned waterway(n=0.025) 20 6. CMP pipe(n=0.024) 21 7. Concrete pipe(0.012) 42 .� 8. Other waterways and pipes 0.508/n Channel Flow(Continuous stream,R =0.4) k� 9. Meandering stream with some pools(n=0.040) 20 10. Rock-lined stream(n=0.035) 23 11. Grass-lined stream(n=0.030) 27 • 12. Other streams,man-made channels and pipe 0.807/n•• 'r **See Chapter 5,Table 5.3.6C for additional Mannings'ri values for open channels 3.5.2-7 1/90 • • KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL -------- .-- , FIGURE 3.5.IC 2-YEAR 24-HOUR ISOPLUVIALS • _ •,,: -----s'4E, . -;F„ ''.4. --' --A '..•. -1 V.I-711-10---',..\-.\.:— .',.11-‘.•14N\1 11':1ePt,1 i:Vi:P4 1.•4 IV.11'',.1 1I:'.1 P--.;,- s7 f.1--,—,,;,-m;, e41r li.n',s p:.!•,,,',,: , ". If••*•--t-- ,N----.-- -_-(-— l 10 A1'/i1 N 9 A 11I . y-.- 04-- „-- 9 .ii O.i„o„ .,,,i f'n.l. if.v, . : o•-•....: r i . 4itk 4i:.00v,,icaci4mbi..1.0 • . L'• 1 \ I...011111111r\_ !„ L Iv fikuroiareillIMIIIIIIIIIIVA - _AL*, 41.1 .0" . !.... ,„, • -k.- : i1.‘', iiiNIN - ' 1*,111' 40,1"'..hottle.i.i..E.Nram.........0 .in•-o.s, . d------ ••••=11.11r4PLIallerapoill01. 111,15 _, .- \ *i --- 1 ,•,0 'i)t.1; '. •-•d ' , II(1 • N-) 1 off ..wititriri. .- ". 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L - r di ' . 4i -;• . .s., 1 cv ‘ \ 2-YEAR 24-HOUR PRECIPITATION :‘,:.*.::1\i-4,411111 _ rr'm .0 3.4••"'"' ISOPLUVIALS OF 2-YEAR 247HOUR 35 TOTAL PRECIPITATION IN INCHES 476, j / •,. r- t.- . — -. c,,,- --‘,.,; -,-,..1 o 1 2 3 4 5 6 7 8 Mlles 4? •gri=1-•••",= -"'- -='; % al 'A 1 '.. ::•4•1:'....-. . •••11,,, frjI 1:300,000 3.5.1-8 )7----o:''. 1/90 , . KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1E 10-YEAR 24-HOUR ISOPLUVIALS •\ . .1.1 i i .,,r& . 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R 24-HOURPRECIPITATIONti. 0 c) .., o100-YEA r' � ¢ ' .3.4-^--ISOPLUVIALS OF 100-YEAR 24-HOUR p1• ' ,r ,�� 5.5 TOTAL PRECIPITATION IN INCHES ti 0 1 2 3 4 5 6 7 6 Mlles "J - 3.5.1-13 ei`y O • 1 f _v 1:300,000 y o 1/90 • • DEVELOPMENT PLANNING CITY OF RENTON ON • JUN 0 7 21 O RECEIVED • CONSTRUCTION MITIGATION PLAN • For Edmonds Preliminary Plat • PROPOSED CONSTRUCTION DATES The proposed construction of the road and utilities on the project will proceed once the City of Renton approves the final construction drawings,and all applicable permits are received. This constniction will be performed under one contract for the entire development without phasing. Extension of construction time may be required. The construction of the houses will begin after the road and utilities have been completed and accepted by the City. HOURS OF OPERATION The hours of operation will be limited to hours between 8:00 am to 5:00 PM. These hours may be shortened or lengthened with the approval of the City of Renton Department of Public Works.Typically, construction of this nature will occur during the daytime hours, 5 or 6 days a week. PROPOSED HAULING/TRANSPORTATION ROUTES The earthwork anticipated on this project encompasses excavation of roadway right of way and filling portion of the property for construction the internal private road.The earthwork presents a balanced condition. All vegetation and non-marketable small trees will be chipped and hauled off site to an approved disposal site. Stripping(topsoil)that may be taken from the site area depending on the quality of the material. If the material is acceptable, it may be spread along • the front and back of the lots for planting of lawns.In the event disposal of the chipped material is required,then the hauling and disposal will be hauled off to an approved and acceptable site to the City of Renton. All marketable trees designated to be removed will be cut and removed from the site. The hauling and transportation routes will be mainly via Edmonds Avenue NE or NE 12°1 Street.The hauling will be limited to excavated access material and new material to be used for construction of the plat improvements. CONSTRUCTION MITIGATION Constnmction equipment used on this site will be typical backhoes,a small CAT and grader,and roller.These equipment will be used in accordance with the City of Renton requirements.The measures to be implemented during construction to minimize dust,traffic and transportation impacts,mud,noise, etc. will be adhered to the mitigating measures proposed under the SEPA requirements. • Erosion control measures will be implemented during construction, such as silt fences, temporary ditches and ponds. Detail erosion plans will be prepared showing control facilities. **************************************************************** City of Renton WA Reprinted: 06/07/00 10 :24 Receipt **************************************************************** Receipt Number: R0003038 Amount: 2, 510 .91 06/07/00 10 :23 Payment Method: CHECK Notation: #3368 R & R LAND Init: LN Project #: LUA00-075 Type: LUA Land Use Actions Location: SW CORNER OF NE 12TH ST AND EDMONDS AVE NE Total Fees: 2,510.91 This Payment 2, 510 .91 Total ALL Pmts: 2, 510 .91 Balance: . 00 **************************************************************** Account Code Description Amount 000 .345 . 81. 00 . 0007 Environmental Review 500. 00 000 .345 . 81. 00 . 0008 Prelim/Tentative Plat 2, 000 . 00 000 .341. 60 . 00 . 0024 Booklets/EIS/Copies 3 . 65 000 . 05 .519 .90 .42 . 1 Postage 7.26 DEV OITOY OF RENT ON ING 'JUN 0 7 2000 RECEIVED ,.....- - - • N . . . . , , . . • DEVELOPMENT PLANNING CITY OF RENTON • DEC'2 0 2000 RECEIVED • . 7"7:,,, ' -'"1',1:,;,•..' 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TRANSPORTATION9 . 4C 011..S U L T-I N G NORTHWEST sFitiegvuirceinilty Edmonds Plat ce elaislon of TeX,Inc • • • • •a 0 b • • 6. 31.i(�✓'i 4�t,}S A VENUE NE .... • /l..sa'; xiar moo' Jaau' I taa' �;._-xme ;. lace' :xis. moo .�. ... ���. ..,. -_.... • IQ. • Y C*1 4 i{! • -1!rye l i rye�' rye r r r r r 'l i r 1 r r-, ..I t0 10' nrS,'+'.,�t'iY' !'7a. `.va4'` .'' � t yl L1 i. t q € i bl-i .. ,9.4 sr • I r- «'.P' ' " /' :N. .3 ill NW 11 „YI InYI I ^Y4l1^Yli1 rs i 1,V!I P. Iii NW' I„Yt 4.10.4 $I ''-__ /,: �.^i5 I'l a I of 1 1 1 a 1 I 1.1 l i l I 1 1 1 1 I}'/ ffi ffi ffi a a .qh I I Ja I l a J $a 1;17a ,1 �a1 t �dljl at I ffi ffi ffi $ d ffi ffiI` ,�µ/E AlLfS I. 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'd .r o g6 'Al. '{u `‹fr;I • n °" -`.v..... �^"°+'' .:�" .1 min't` G} ;!,.. : 1. y 1 . ., k 2t .`"1'. # .?!1 `13 - ( " n,!'.:.ice 'iadz;.,N _ 'I .z., •:. . • .':- ' ,• :•-. _e er' •1:':- -. c°G. 30% . ,-2 'ca,., 'x• it'?„,411:. , I-..,, • ,' , [ p, Ci -�' ;�U a W . c ;.s.i 'iz fit;'i9.116 sl,` i. �,,,� ;s ..; iSi- t,:0,-.0i tl► pL zT, r'� 'r tti-57. r �.i�'` .�°. q...,,""' �.U:.t�C:,., �,} txEisi< ' u. 3 SITE a. ,_ [.:t �+ ,y,(�wIC�)—,--:? o.T- :s1,m:, ';1::111 "{f}{rp;;uy w.�' :u' ... Y�'i+,.•'�GJ�iVdS?ltL ad3 ..'t." ��,.J S 1 D "} E1.{ .�' L � } I= .<- , •;, . 12Th .'r,' ST.,.NE..12TH'.;r T$`... ,. . : :?'. t�. �,; � tr act!E ";,. tom ,,f•i ..t`u "-.. .:-, �_�' •c .'C`L v S_"t!i, ,to `' rJ�s`'µ •,[ . 'r �'�;U ^ z.� :o_'43,-,�,yv' ■' -, tL' �,,),- - ''7 jz ph A, 11? • ...bf. IIw,,,' ;: ;�. ,,•�.. ` •� :*- ..:' ,. 70% i 4 k:'"\ &Ji " * . ,r4`. ,-..l I'♦• ; A.u;.,. 1.111; -,i f r� ,.. ©��' ., t ���Z•� • 1;E 0� � •. lit k`` ,`!. . ,k,i • i Grp:=�:::. :i� ,°:x . `CIE, 1OTH;'1,`;, m: �: tm i IYall%' -•(> . • • .• • I i '`u,, NE 7TH. STd' ••© ©�, f.' 1 At .4'1 •bi,, -'' ••cr,a'4' • a,.:..m. '•1 -.," ,aJ .0 s:, 'y. fp ? .. •<<3.. +y" ik Q • - .. 5 f `i;a:'wu�tf. - `� : ,e' 1`i .csi. f,•k... ,r.6-1 •Q en r•ey 4s '..r...,...,.. -; 4wS <f".'. 2 , ?= '.;° ��'`„_' '? w 'Ca: ���•� E.:GS4i rN ...,-.'�'✓ inc. {rl..,_i< ,�{f^.'�.� •f,, € q —'�. :, " , i € ,2000 Thomas Bros.Maps TRANSPORTATION Fi ure 3 C O N S.0 L T.,'"N_ g Edmonds Plat • NORTHWESTPIP#' PM Peak Hour Site Generated Trips u d,rrtioo of7C:\',Inc • Single-Family Detached Housing (210) Average Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Number of Studies: 271 ' Avg. Number of Dwelling Units: 202 ' Directional Distribution: 25% entering, 75% exiting Trip Generation per Dwelling Unit Average Rate , Range of Rates Standard Deviation 0.75 0.33 -. 2.27 0.90 Data Plot and Equation 3,000 ' P c 2,000— 111 a X I- a, V m X m o X X ' II 1,000— F- X . X X X X�>( X X . ..;.. X XX�c 0 0 1000 2000. 3000 X=Number of Dwelling Units X Actual Data Points Fitted Curve Average Rate Fitted Curve Equation: T=0.700(X)+9.477 R2=0.89 • Trip Generation,6th Edition ' 264 Institute of Transportation Engineers S ik---„ ,, ,. , :!.... Single-Family Detached Housing (21 0) Average Vehicle Trip Ends vs: Dwelling Units On a: Weekday, 3.,1 Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. ,..,: .., Number of Studies: 2' 94 Avg. Number of Dwelling Units: 216 --7: Directional Distribution: 64% entering, 36% exiting Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 101 0.42 - 2.98 1.05 .5,:. Data Plot and Equation . ,..,' cl A 3,000 • ..$ , X • ,, ,, 1 , co , , 1 -o c 2,000— *-4 111 ,' A Et -- •i.-_ I . X ', :3 .., y:? 1 a- . - .' > '.5 , S -?; W 'CD - X al I,- W > ax x -' . 1,000 7- , X,'' il X ,..• , 1 • X d - X i . ,..y. 0 , I , I , -4. 0 1000 2000 : 3000 * ...;,..1., ,?.. X=Number of Dwelling Units X Actual Data Points Fitted Curve Average Rate Fitted Curve Equation: Ln(T)=0.901 Ln(X)+0.527 R2=0.91 ,i. :.i., . 7.4 Trip Generation,6th Edition 265 Institute of Transportation Engineers --a< Edmonds Plat Trip Generation PM Trip Generation by Percentage - 16 Trips % Enter Exit Total % Enter Exit Total 64% 36% 100% 64% 36% 100% w i z _<[-Fill`....: :::<:: ><_c l ;.;:::>::::::»:<:: ' <> > <><<>`'<' > > ><`< >>« `:> >10 ` <>< <`:>'> :. :..::::... 1 0 0 0 51 5 3 8 2 0 0 0 52 5 3 8 3 0 0 0 53 5 3 8 4 0 0 1 54 6 .3 9 5 1 0 . 1 55 6 . 3 9 . 6 1 0 1 56 6 3 9 7 1 0 1 57 6 3 9 8 1 0 1 58 6 3 9 9 1 1 1 59 6 3 9 10 1 1 2 60 6 3 10 11 . ' . 1 1 2 61 6 4 10 12 1 1 2 62 6 4 10 13 1 1 2 63 6 4 10 14 1 1 2 64 7 4 10 15 2 1 2 65 . 7 4 10 16 2 1 3 66 . 7 4 . 11 17 2 1 3 67 7 4 11 18 2 1 3 68 7 4 11 19 2 1 3 69 7 4 11 20 2 1 3 70 7 4 11 21 2 1 3 71 7 4 11 22 2 1 4 72 7 4 12 23 2 1 4 73 7 4 12 24 2 1 4 74 8 4 12 25 3 1 4 75 8 4 12 26 3 1 4 76 8 4 12 27 3 2 4 77 8 4 12 28 3 2 4 . 78 . 8 4 12 29 ' 3 2 5 79 8 5 13 30 3 2 5 80 8 5 13 31 3 2 5 81 8 5 13 32 3 2 5 82 8 5 13 33 3 2 5 83 8 5 13 34 . 3 2 5 . 84 9 5 13 35.. 4 2 6 85 9 5 14 36 4 2 6 86 9 5 14 37 4 2 6 87 9 5 14 38 4 2 6 88 9 5 14 39 4 2 6 89 9 5 14 40 . 4 2 6 90 9 5 14 41 4 2 7 91 9 5 15 42 4 2 7 92 9 . 5 15 43 4 2 7 93 10 5 15 . 44 5 3 7 . 94 10 5 15 45 5 3 7 ' 95 10 5 15 46 5 3 7 96 . 10 6 15 47 5 3 8 97 10 6 .16 48 5 3 8 . 98 10 6 16 49 5 3 8 99 10 .6 . 16 50 5 3 . 8 • 100 .10 . 6 16 Employment Based Trip Distribution (using PSRC statistics) . Employment Based Trip Distribution Using PSRC Statistics . Location . Employment Percent Direction Renton 50,800 5.00% W 5.00% W Total Federal Way 27,800 2.74% S . Tacoma 100,000 9.85% S Lakewood 20,800 2.05% S . Kent 57,700 . 5.68% S Tukwila 50,700 . 4.99% S SeaTac 27,500 2.71% . . S . Auburn . 35,800 3.53% . S . . 31.55% S Total Seattle 474,600 46.75% N Bellevue 109,850 10.82% Redmond 59,600 . 5.87% . N . 63.44% .N Total 100.00% Grand Total . Total 1,015,150 100.00% \or 11-13-2000 Land Use Number:: LUA-00-075, PP, ECF Application Name: Edmonds Preliminary Plat The Renton Hearing Examiner recently ruled on two separate projects that any access opening onto NE 12th Street be gated and limited to emergency vehicles only. Please note the highlighted areas on the attachments. Nothing has changed with regard to the configuration of the land. It was and still is a bad idea to have a road open onto such a steep grade with limited visibility. As a taxpayer, I am concerned about the time spent by city employees to say NO for the third time in eighteen months. *Mob 6colictfaxyy-L(..., ,boo NE /c . Lori, q 8 05 , CH- )C42I5 /5 On) ) z.`Z5 -2 2 8 - 2 S S 5 • ♦ ru ® + • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- • SIGNIFICANCE (DNS), MITIGATED DATE: November 2,2000 LAND USE NUMBER: LUA-00-075,PP,ECF APPLICATION NAME: EDMONDS PRELIMINARY PLAT PROJECT DESCRIPTION: The proposal is to subdivide a 1.78-acre parcel into 16 lots for single-family residences. Lots would range in size from approximately 4,350 to 6,880 square feet. Proposed access to the site is via a private street with connections to NE 12'h Street and Edmonds Avenue NE. PROJECT LOCATION: Edmonds Avenue NE and NE 12'h Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: June 7,2000(Revised November 2,2000) NOTICE OF COMPLETE APPLICATION: November 2,2000 Permits/Review Requested: Environmental(SEPA)Review;Preliminary Plat Approval Other Permits which may be required: Construction Permits,Building Permits Requested Studies: Geotechnical Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for December 19,2000 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: The site is designated Residential Options on the City of Renton's Comprehensive Plan Land Use Map and Residential—10 dwelling units per acre (R-10)on the City's Zoning Map. The.proposed density is consistent with both land use designations. Environmental Documents that Evaluate the Proposed Project: None known Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Cbde, Subdivision Regulations,Sensitive Areas Ordinance,Public Works Standards, Uniform Building Code,Uniform Fire Code and other applicable codes and regulations as appropriate. NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION 4.Y+v •Yoh. .... - • .. • _ .. - l �s �Y :. y ? , - F.4a, hr Elizabeth Place Preliminary Plat .. ..4f4:•r LUA-99-150,PP,ECF a Advisory Notes (continued) • Page2of4 ' Plan Review—Stormwater Drainage 1. The drainage control plan for this project includes separate infiltration pits or trenches for the new individual houses, and separate water quality and detention ponds for the runoff from the street. This detention pond is also proposed as an infiltration system. The soil logs provided for the site indicate suitable conditions for infiltration, and we recommend approval of the use of separate infiltration systems for the individual houses,which will be dispersed throughout the site. This infiltration will help recharge the aquifer. 2. We recommend against using infiltration for the larger pond in the southwest corner of the site. We are concerned that concentration of infiltration of runoff from the entire street system at this location could result in an increase in dampness or drainage problems in the adjacent downstreamproperty. 3. There is a storm drainage system west of the site at Dayton Ave NE with capacity for the discharge from this detention pond. We recommend that the preliminary plat improvements include a catch basin at the westerly end of the new street improvements along NE 12th St. This catch basin is to be tightlined to the storm drainage system at Dayton Ave NE The discharge from the detention pond can be directed to this new catch basin, and thereby connected to the city storm drainage system. 4. A permanent collection swale must also be constructed along,the lower rear portions of proposed westerly lots to collect runoff from the new yards, preventing additional flow onto the adjacent lower • properties. • • 5. Surface Water System Development charges of$385 per new single family residence will be required for this plat.This fee must be paid prior to issuance of the construction permit for the preliminary plat. 6. Before any construction or development activity occurs, a pre-construction meeting must be held with the City of Renton Development Services Division, Construction Services (425-277-5570). 7. The City of Renton retains the right to restrict the timing of land clearing and tree cutting activities to specific dates and/or seasons when such restrictions may be necessary for the public health, safety, and welfare, or for the protection of the environment. • Plan Review—Street Improvements . 1. Edmonds Ave NE adjacent to the site is fully improved with curbs, gutters, sidewalks, and lighting. No additional improvements are required along Edmonds Ave NE. 2. NE 12th St adjacent to the site is improved with only pavement. Street improvements are required along this frontage, including concrete curbs, gutters, and sidewalks. Street lighting to City standards will also be required along this frontage. 3 E=l1Y2 St''..djacenfto;theksite i5 S ee�r;creatin ar tential7si g n-rdiss a problem�;for�tta ic<cor i rfgi- oy�,y n sL'A`ve-NE.- We•recommend conditiomirrg theapro)eo t-oel train off the new, r eY nto ,,., ontb�VE12 t restricting is u"se`to emer4gecy secondary only. The�stceetsho�ld.be fully" �. e 'Tr' s^ Amer c ;veh►cles ►f neede . ►mplraue li C►t standards,�allo gfilLuselyy g n a' el 4- Staff_alsoareco n t tids thatt'con ifoni ep aced the Olat f5- ibiti►l-dnvewp waccessito,NE :1ItL St for Tract A, and Lots 1 and 6. ' 5. The new street interior to the plat is proposed to be modified to 42 feet in right-of-way width. The Street Improvement Ordinance permits this modification, and is acceptable as proposed. Additional easements outside of this right-of-way will be required for street lights-and fire hydrants. . N ELIZABETH PLACE pP.PH1c SCALE 1'•zo Section 4,Township 23 N,Range S B,Willamette Meridian,King County,Washington �f... �'faG WIllihr E W z: `9 �, I' `o` zo o p� I I I ! I_., .,i• r p d\) :dl 1 �`` 8 1S�$},��wt<- Sw 't GENERAL NOTES & UTILITIES: _ uiocor- r z 30 m aS u m . 1C UTILITIES: _ :or � y WATERSEFE CITY(F RENTCN • ` \'�! R CE CITY SOUND ENERGY \I ._.__.._ ... 5,,,.y. a TELEFTIOPE: US.WEST I I '♦ IF 1 H ` �1 1 CABLE T.V_ VIACM --- a Yt.• � �� — GAS PI/GEi$OIW FlEHGY SITE: TI .f� ACtE.AGE: 1.67 ACRES/721326 SO FT P ' II ZONING: R-10 A PROPOSED USE: SIN0.E FAMILY OETA0E0 t' f3 K: NUMBER OF LOTS 17 9! >A 8 1/ DENSITY: 12.62 LOTS PER ACRE NET 8 \.. 1 1 a 1 , eO �, PCFNITTED DENSITY:13 LOTS PER ACTIE NETIOS\ IT napePt � \\1T "''eD '.'fw3IT' • e�Ot10 x MINIMUM LOT SIZE: 3.000 SO.FT. b AVERAGE LOT SIZE: 3.2f15 SO FT VICINITY MAP If• .. ROADS 1C 1413f m FT/0.32 AGES eCALE r.w Mao rwlp 21'' o060WGMMISPL0 OWNER / DEVELOPER: 1 E 1 J - 1 .y -- �r,'a • c/p Ores Oladefakl 11 ;. malt Do ltrle Rao con 1237 t{ l�) b-"' , m I m' mm IBM' ///�� Pto6 425.746.5471 • 4Sa l ^� „��' ?` '^' f\ ENGINEER / SURVEYOR: AI!'11t 1 / w w w ,i `� LeRoy eYars Reolltp,WA 3- E)91rew'a.Irc. 9 � `oQ' 101., r - 71 PO (206)848-6608 `�a"n E 9 _' M1 0 email: paulalse Do<sm sort ft �s 4etc A - •t t..:.; _ _ \ DESCRIPTION PAFCEL Al \_ t: \' ` The reT`m Dalf of the Nutn Mll of Lot 21L CD.H111eall Lake waNygten 4„� • '�.____ QE •1,..,-;; ( Ger'LLI of Epm1 Amltlm to Um Clty 01 Seattle.Olvlalm NaOgm•t ettarWq :II yyy _ • yq,�-f ', I [t plat Uereof swarms 1n V01.6 11 of Plats.pace 82.N King CnntY. •-Cia. $ ...SOFT p .•FT PARCEL 8: G rl ys 9)` a ' Tln south MY of the south toll of LotLot 21L C.D.HIILm`f Lake waYlLgtm W � 2 `•' to Uwe plat of .2.0..tmks a City of i Seattle.Otyisicn pegs 1f2 Rymer 4.a Co-thnp r /rye on FT n .4PL wffiunptal. g43 d- 411 1 I °I !I r{� m BUILDING SETBACKS: eAy p x g x 1 ., •_ aODa '� FRONT: 20' 'W" ._i s� qqq [r' S[OE TO LOT LIA'E 0 tD5' 1 ., I 5 pp SILE TO S7{EET: 15' I+�O 8 E I =O80 90� L fEAFi 15' .A „�1'I Aix �' TOPOGRAPHY: 9 / I >z.m 1 I. '♦ S __paC BY LEECH RF6?uTION FPoM SITE SU1VEY NI SSS a n. \ - ��\� •60IT r .. 4 $ OC7LOBERY199YOR5 6 ENGINEERS INC, ' I—I EASEMENT ^„(__ 1' 6029020 _ � PUBLIC seances: LOT SUMMARY �' -' -'1'�� , 1 LOT _AREA ISO 2. APP o awE. IRA eio - FIFE DISTRICT: CITY OF RENTCN x 3me10s o.o� S 5 x 1 �IT �,tp ? 8a PaICB: CITY aF PENMEN 3,xo 0.a x• E t I ! r v,r h g ROAD & STORM IMPROVEMENTS a • 3003 0.0T 4.12 a. 1 @, t r e '333T 0.08 4.. a t if _ stool RUNOFF TO F>E ROUTED INTO R$IC STOW DRAINAGE .00 COI 4.; 'y 4 $I FACILITIES.ROOF RIEFF TO ee ROUTED TO INDIVIDUAL k• ,_��EASEt7f O.oT x ij l I 52. � �� ,.l [NF ILTRA710N SYSTEMS. 90 WM 0.00 a 41 iVrer�l' •`_ .3� ALL ROADS i0 BE RELIC. ,' 3000 0.07 .20 ' _•snwr sEwE • TREE CUTTING AND LAND CLEARING 14 3120 0.07 4.M gr' �. •' ^ is p NE'2 T. I e 0 ..ie a . 9T x a ,' �m1� . Ay I TOE ENTIRE SITE WILL OE CLEARED AS!1960 T TO ACCONIEOATE p" I�Oawa o.ro Io p t �f TOE CONSTRUCTION OF THE RESIDENTIAL DWELLINGS. -."11.1118111 MCI A .3 0.10 3.17 w w 1I-- _ IDIAL )2a2a .a) 100.00 Q!1 l I I 501E TREES MAY BE FETAINEO CN THE FERDETER OF TFE SITE. COSTING WATER DRAWING t 4 Si i • Pastor Chong Kim Calvary Baptist Church Sarang Baptist Church File No.: LUA-098-180,CU-H,V-H _ April 26, 1999 Page 7 the Comprehensive Plan does suggest preserving natural features on a site,the development of the site will disturb the very steep slopes along Edmonds. 3. The establishment of a church is not appropriately subject to the question of community need. It is not the place of this office nor the City to determine which churches are appropriate. The City can ascertain whether the church is appropriately sited so that it does not create undue impacts on a community due to size,traffic or environmental issues, but examination of whether there is community need probably goes too far. 4. The excavation along Edmonds as well as the traffic that might be deposited onto NE 12th might create undue impacts. Any excavation that occurs along Edmonds could jeopardize the stability of the slope that currently lies to the immediate west of Edmonds. Creating a tall retaining wall structure to support both the sidewalk and the street will be necessary and could result in costly engineering work. Therefore, it appears necessary to insure not only that the work be certified by appropriate engineers, but that once the excavation work begins that it can be safely finished. Therefore, before excavation begins,the applicant should be required to post a bond or other instrument acceptable to the City Attorney which assures that excavation and all necessary retaining structures and appropriate guardrails be installed if for some reason the project were to be abandoned prior to satisfactory completion. The bond may be released after all work on the excavation and retaining structure work is completed. 5. Due to the steep nature of NE 12th and the fact that it is a residential street,traffic problems could arise from having a driveway from that street to serve the church. Therefore, while a second driveway would be welcome as required by the ERC, it should be limited to emergency access vehicles. The Code does not require a full time second driveway, and therefore limiting the driveway to only emergency use would remove additional traffic from this steep residential street. 6. As noted,the scale of both phases of the project appear appropriate for this location, particularly given the recessed location of the church below the grade of Edmonds. The peaked and gabled roof should also help reduce the apparent bulk of the structure. 7. The parking is appropriately located around the building, and like the building will be below the general grade of the residential streets. There is a problem with the amount of paving coupled with the footprint of the expanded Phase II building. The Code does not permit more than 60% of a site to be covered with impermeable materials. The applicant has proposed 65%coverage. The applicant had proposed using "grasscrete"to reduce the impermeable materials used on site, but that was considered inappropriate in an Aquifer Protection area. The applicant did not apply for a variance. Therefore,the second phase of this proposed Conditional Use cannot be approved. As proposed, Phase II will violate the provisions of the R-10 zone. 8. The general circulation pattern in the parking area appears reasonable. A pedestrian access walkway should connect interior portions of the site with parking and the surrounding streets. The drop-off between Edmonds and the parking lot needs to be protected as required by the ERC. As noted,the driveway which would provide access to NE 12th should be restricted to emergency usage to reduce conflicting turning movements on the steep grade and reduce traffic on a residential street. 9. The site should not introduce unreasonable amounts of noise, light or glare. 10. The proposed landscaping plan appears reasonable with landscaping added to soften the retaining wall structure and the margins of the site along streets appropriately planted. ,[ -_ -- - - -- EDMONDS AVE N.E - - - ---- � ,, 9a wax". Rca, Oql an v,a,r0 d>�P MI P wp,0, T11 r.. 0 �'/ - / ___ _. r B _ I 1•RI. , Pr �Ko.w«: Y. vr.e t'HI; TT r. I l Mr ILA. Al IOD ..... •-• .' - '-.. - .".. 11111112101111 ikr. . .•. • cc' I 11/ 1. 11. INV JYb - '^ I `e'.o[..0 /• ! n ' w, — /' i i _ MOPOEED' - _ .on)wb • 1-7759/ V' ® - CHURCH .... ♦*0444,..Phli' II IIA .I1 �• • N 'Hr1a �ry FF-2B1 (DAS'CNENT) �.� T— I f 1 f►. .g m.b 1a. r® ' FFs.295(2ND STORY) ;' . I,1r• 2111411146. •-9 r, �i � rfl' IIISwat I T_' ./, m+•x,ono vrA, �' is nA ¢.' )O I00 KWIC-V+10 1 1 .• v'asiv'IKj • l' ' r //' //• �L '/ ../ 4/:S...S—C • • IIIOIITAYI r,MOVEVOITI.N.L UM 1T. - i - i. Q / I / •• YrIxPAM MIN(-,.)-IV- % • fJ ) - (ruo,•WHICH nc'Ov nrllo}l nUP 11 / R — - — — ¢ 5 5 a E”..."1111•!-111.,_11111111111111 I 5 00 �,—�41•0,deLl111111. Miell1.111 /'oma' v— a A, C�T .d..J �L r GRAPHIC MALL 5f .eb ^ ... v VW 00 TO ,r1r,I'� A'7:SSa' 1Y1.... ... G NOTION -1 MOTION A.A bl? xwt,•-,r .,--,r w .r 010% 1 4r•n • ,nl lml I1P1w1 "raumcN,1191 �96666.00 w �- - �.4(E 1,.1.1r,-I PREUMINARY GRADING AND PenDelle n Aa)oclllea Conaullln En Ineers, lne. SARAN BAPTIST CHURCH rlr O1'LL w M1� IrC17lS a.J,N sn ...PO On COMM wrvo I MI6 n ...I •••man So mama r1r.........., re 1�..-�.1u on.•.«. WY we on mil 1-' STORM WATER PLAN p, C1 e 6 1 , 0 BOARD OF PUBLIC WORKS 8:30 a.m. Renton Municipal Building Wednesday,April 24,2002 Conference Room No. 511 IN A 1"I'ENDANCE: Neil Watts,Chairman Dave Christensen,Utilities Systems Craig Burnell,Building Plan Review Jim Gray,Fire Juliana Sitthidet,Plan Review Paul Lumbert, Plan Review Floyd Eldridge, Police Mickie Flanagan,Recording Secretary Judy Walter, PBPW Administration VISITORS: Jeff Rieker,Edmonds Plat Keith Menges,Edmonds Plat MINUTES 1. CALL TO ORDER: Chairman Watts called the meeting to order at 8:30 a.m. 2. APPROVAL OF MINUTES: Meeting minutes dated March 27,were approved as presented. 3. REQUESTED ACTION: • On-Site Deferral,Edmonds Plat,LUA 00-075,N. E. 12th St. and Edmonds Ave.N.E. - Applicant is requesting a deferral for on-site improvements for 16 individual infiltration trenches. The deferral is for 12 months to complete recording of the Plat. Action: Moved by Burnell,seconded by Gray to grant the deferral until April 24, 2003, subject to the following conditions: 1) Occupancy to each residence cannot be approved until the infiltration trench is in place and accepted by the City inspector; 2)a Letter of Credit, acceptable to the Board,be placed with the City to cover the cost of the deferred item at 150%of the estimated cost; and 3) that an engineer/developer provide the City with a new cost estimate for the improvements, for all 16 lots. MOTION CARRIED. 4. ADJOURNMENT: Chairman Watts adjourned the meeting at 8:45 a.m. C, CITY OF RENTON MAY 0 3 2002 BOARD OF PUBLIC WORKS RECEIVED 8:30 a.m. City of Renton Wednesday,April 24, 2002 Conference Room No. 511 AGENDA 1. CALL TO ORDER: 2. APPROVAL OF MINUTES: Meeting minutes dated,March 27,2002. 3. REQUESTED ACTION: • ON-SITE DEFERRAL, EDMONDS PLAT, LUA 00-075, N.E. 12th St. and Edmonds Ave. N.E. - Applicant is requesting a deferral for on-site improvements for 16 individual infiltration trenches. The deferral is for 12 months to complete recording of the plat. 4. ADJOURNMENT: BOARD OF PUBLIC WORKS 8:30 a.m. Renton Municipal Building Wednesday,April 24,2002 Conference Room No. 511 IN ATTENDANCE: Neil Watts,Chairman Dave Christensen,Utilities Systems Craig Burnell,Building Plan Review Jim Gray,Fire Juliana Sitthidet,Plan Review Paul Lumbert,Plan Review Floyd Eldridge,Police Mickie Flanagan,Recording Secretary Judy Walter,PBPW Administration VISITORS: Jeff Rieker,Edmonds Plat Keith Menges,Edmonds Plat MINUTES 1. CALL TO ORDER: Chairman Watts called the meeting to order at 8:30 a.m. 2. APPROVAL OF MINUTES: Meeting minutes dated March 27,were approved as presented. 3. REQUESTED ACTION: • On-Site Deferral,Edmonds Plat,LUA 00-075,N.E. 12th St. and Edmonds Ave.N.E. - Applicant is requesting a deferral for on-site improvements for 16 individual infiltration trenches. The deferral is for 12 months to complete recording of the Plat. Action: Moved by Burnell,seconded by Gray to grant the deferral until April 24,2003,subject to the following conditions: 1) Occupancy to each residence cannot be approved until the infiltration trench is in place and accepted by the City inspector;2)a Letter of Credit,acceptable to the Board,be placed with the City to cover the cost of the deferred item at 150%of the estimated cost; and 3) that an engineer/developer provide the City with a new cost estimate for the improvements,for all 16 lots. MOTION CARRIED. 4. ADJOURNMENT: Chairman Watts adjourned the meeting at 8:45 a.m. SO CITY 4 RENTON sal Board of Public Works Jesse Tanner Mayor April 14,2003 Lawrence Graves, Vice President Banner Bank 54 Rainier Ave. South Renton, WA 98055 SUBJECT: RELEASE OF ASSIGNMENT OF FUNDS EDMONDS PLAT-ON-SITE DEFERRAL,LUA 00-075 N.E. 12 ST/EDMONDS AVE. N.E. Dear Mr. Graves: This letter will serve as your authority to release the subject$10,000.00 Assignment of Funds in Account Number 127502227,posted with the City of Renton on behalf of Wendell Woodall. The original security device is enclosed for your files. If you have any questions you may call Juliana Sitthidet,Board Coordinator at(425)430-7278. Sincerely, ' 193434AA'961 Neil Watts,Chairman '�t�` Board of Public Works Enclosure cc: Board Members Juliana Sitthidet,Board Coordinator Crystal McMeans,Recording Secretary Jan Illian,Plan Review Norma Kuhn,Accounting Assistant Wendell Woodall Jeff Rieker LUA 00-075 File H:Wile SyssBPW-Board of Public Works\BPW-01-Board of Public Works\BPW-01-0004 Correspondence\2003 monds deferral security release.doc\jw E N T O N 1055 South Gra. Way-Renton,Washington 98055 �� AHEAD OF THE CURVE :: This paper contains 50%recycled material,30%post consumer 4. CITY F RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator CITY OF RENTOM JUN 0 1 2001 RECEIVED CITY CLERKS OFFICE • May 23, 2001 TO WHOM IT-MAY CONCERN: ' • Subject: Please see attached new plats that have just been addressed. Please add these addresses : - • and streets to your City directories and maps. Also,please note.2 Address changes to :. newly recorded plats. Please changeBwomorkisAgfrieflect.these address changes. ' - ' . . • NEW PRELIMINARY PLAT, R SHO1 T PLATS "� : .'HP-o4-03.1 Candiewood II.Short Plat a ` ' ,..;:-_-..„,,„„Dewitt Short-- lat • Edens Court Preliminary P fit N, -• f fs-oo-07�'Edfnond P e �t.'.ary Plat �,14_00-160Geneva Court Preli nin lat .. / Jacques iJ ton .-ve Short Plat gip-D/-0,25Kendall Court Short Plat, .4„ i ,_ -- 's ` eado Short Plat. Liberty Ridge II' Phase I .. --it,_ son andmg Short Plat �µP-oi-of Morgan Court Short Plat , i-•P 'ide Court Preliminary Plat .51{P-9`l-b'76Union Park Short Plat . 4 h z orii.11reliniinary`Plat ADDRESS CHANGES'IN NEWL. 11. -. RD LATS Lot 51 of Clover.Creek Pit .existing house that islemauu 'butrias.to change address fp-tt-e 42s. to fit in with plat addressee ,,, ` �` . ' • OLDNEW r-- s . `.. ` ..:: PARCEL# 1323 N 28' Street 2631 Park A'N ' %. 4644500510 Lot 1 of Circle Short Plat—Conflict with housh address to the north-this house is still P-Da'oa'' under construction so.shouldn't affect too many records. . OLD NEW PARCEL# 2024 Harrington PI NE 2018 Harrington PI NE • 7227800001 Sincerely, ' an Conklin ., Development Services Representative "' '' '' '''"'� ;. Development Services Division '`.� "" a h d Telephone: 425-430-7276 , • W, . • 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,20%post consumer 1R1/EY NOTES: PORTION OF THE NE 1/4 OF THE NE•1/4 140. .�[ / SECTION' 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. �wD TRUMENT. .NIKON TOTAL STAAON OTM-AIOLG CI TY. OF RENTON,. STATE OF WASHINGTON PLAT DA T (5 SECOND INSTRUMENT). fra a ' THOD USED: FIFELD M4ASUREMENTS AND ANGLES NE • WAC 33 -130-070. PLAT DATA i, TEIOa SURVEY MARC.I 2000 • TOTAL AREA - 77,461 SQUARE FEET(1.78AC) SI i OF BEARING: NE STREET BETWEEN CAMAS AVE NE & 1+ STREET R/W DEDICATION AREA - NONE Q NE EDMONDS AVE NE (N8933'22"W) ZONE - R10 z NCHMARK: CIITY OF RENTON MON#57 ELEV-326.43' (99.496M) PROPOSEDON NUMBER OF LOTS - 16 0 "IELAT BRASS DISC WITH "X"AND A PUNCH MARK ON ! GRAPHIC SCALE �bo. DENSITY - 16 LOTS, BASED ON 10 DU/ACRE to `OONCRETE POST MONUMENT DOWN 0.5' AT THE I a o m .o eo i I I RSECTlIDN OF NE 12TH STREET& EDMONDSMI K I NUE NF o b 1 ,.. ( IN FEET ) 1 12 1'inch = 40 ft. ! EDMONDS AVENUE NE 5+50 — EDMONDS AVE NE - — o =7+15-PVT. ROAD $ S00'S9'23"W 450.00' cs I '-' - • - �' -412:f '' E.- - - - , �b'' .y ,� ,.,14.76' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00'. 30.00' 30.00' 80.00" I} 10; S• r^.� •R IcVp,.) - vi .� '� •n 16' • h n 12 6x b, 2 m2 . x 6s laI I •1 ' N I I 1n I N I I 1 I E I 13 I �. m•' �l �j� 03 I L—J I I I I I. I I I I I I I I I I I I I g 1 I �� I 1 14 ! ��7 �� (nl 'I;� L _ J L _ J L _ J L _ J L _ J L _ J L _ J L _ J L _ J L _ �" 4 L - -� -,5,5I26.2SF !' ‘'` ✓,'� ' Of AC y 20'PRIVATE ALLEYEASEMENT — _• _ L _ `--- - tAPIO•lq�.��hJ�fif,U1�U,G1� ! U><�1.l�4#5.� ri�UMIt „trili�UIUU / _�+ or S00 59'23'W 4.58.07' -� I 0 I—x X • .I AQUIFER PROTECTION NOTICE Q ,,i,;:.,I 7HE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S / �%,' AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS ,.�,' N I ! G,��� I I OF 7HE CITY OF RENTON ORDINANCE#4367. THIS CIT1'S SOLE // �+ N I x V G I : SOURCE OF AQUIFER UNDER NTHE CITY'S SURFACE.KING WAlER IS L/THE EED I S NO NATURAL BAM A SHALLOW • RRIER i N I RFTWFEN THE WATER TABLE AND GROUND SURFACE.'EXTREME/CARE SH.OU4,' , CITY IF RENTON Board of Public Works Jesse Tanner,Mayor April 24,2002 Jeff Rieker 3316 NE 17th Pl. Renton WA 98056 SUBJECT: ON-SITE DEFERRAL,EDMONDS PLAT,LUA 00-075 NE 12TH ST/EDMONDS AVE NE,RENTON WA Dear Mr. Ricker: On April 24,2002,the Board of Public Works met to consider your request for a deferral of 16 individual on-site infiltration trenches,for 12 months to allow recording of the plat. The Board granted your request until April 24,2003, subject to the following conditions: 1)Occupancy to each residence cannot be approved until the infiltration trench is in place and accepted by the City inspector; 2)a Letter of Credit, acceptable to the Board be placed with the City to cover the cost of the deferred item at 150%of the estimated cost;and 3)that an engineer/developer provide the City with a new cost estimate for the improvements,for all 16 lots. Once the improvements have been installed,then written documentation shall be submitted for the record and the security device will subsequently be released. You may call Juliana Sitthidet, Board Coordinator,at(425)30-7278 if you have any questions or need additional information. Sincerely, /if Mickie Flanagan,Recording Secretary' Board of Public Works cc: Board Members Paul Lumbert,Project Manager Juliana Sitthidet,Board Coordinator Keith Menges H:IDMSION.S\BRIDADEKE IUDJ botiWbigartMt.Idtrecgon,Washington 98055 RENTON AHEAD OF THE CURVE �.,? This paper contains 50%recycled material,30%post consumer CITE . ,±3F :RENTON: . :.Hearing Examiner Jesse Tanner,Mayor Fred J.Kaufman .. ' • January 3 0 200 i_ n�. .�,;(FN.-)`r 3a ' _ ut. ' t a Steve Taylor, Senior Planner . Development Services City.of Renton • 1055 $Grady Way Renton,WA 98055 Re Reconsideration of Examiner's Recommendation on Edmonds Preliminary Plat,LUA00-075PP,ECF • Dear Mr.Taylor: This office has reviewed the request for reconsideration in this matter. The•request is correct in that an editing,error led to an omission`:-of some of the conditions recommended by staff. The conditions shall be:amended and shall:read as follows: '. • _ ". 1: The applicant shall-`comply with the..conditions imposed Eby the ERC.: • 2.: The applicant shall post a,bond or;other instrument approved by the City Attorney: The : instrument shall assure that alt engmeeringw.ork,including excavation and all necessary retaining structures and appropriate,guardrails'needed to support the hillside,the cut and" protect the public from dropoff:will be'•completed,even'if the project were to be abandoned prior,to satisfactory Tle'bond:may,be released after all work on the excavation,retaining structure and appropriate guardrail is completed This provision • is necessary to protect the Edmonds right-of-way and.the.public welfare. 3. - If a guardrail is needed between the separate homes'due-to grade"difference, it should be installed as necessary. - . 4: The applicant/owner shall establish a Homeowners' Association for the maintenance of all common improvements(private road,stormwater facilities,retaining walls;etc.), or include a maintenance agreement note on-the face of the final plat. A draft of the document shall be submitted for review and approval by the Development"Services : Division,prior to the recording of the final plat 5. : The applicant/owner shall include a Declaration of Covenant note on the face of the final plat,or record Other legal-encumbrance acceptable to the.Development Services Division; that conveys the beneficial interest in the easements shown on the plat to the future owners of the lots. 6: . The applicant shall dedicate the proper.intersection radius at the corner of NE.12t Street and Edmonds Avenue NE.- • 1901 OO1 . - 1055"South:Grady:Way-Renton,Washington;98.055 (425)430-6515 ,„ ._ - - ''C 7 Thie manor rnrifa ne cn%rarvrlarl Malarial90%anal rnnCumar • -•` 4i P11 ' Steve Taylor . Page 2 7.: ' •At the time of construction plan approval the applicant shall revise the internal road, design to reduce the grade on approaches to Edmonds Avenue NE and NE 12th Street.. The final design shall be subject to the review and approval of the Development Service . Division. This office apologizes for the error. If this office can provide further assistance,please feel free to write. Sincerely, . _... ..A... • Fred J.Kaufman Hearing Examiner FJK:jt ' `-.lp cc: Mayor Jesse Tanner" .:;"• ., - Jay Covington,Chief:Administrative Officer .> 'Y Neil Watts,Development Services `' . Larry.Warren,City Attorney , ,: Parties of Record �, V° I • CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: January 30,2001 TO: Fred J.Kaufman,Hearing Examiner FROM: Steve Taylor, Senior Planner SUBJECT: Reconsideration of Examiner's Recommendation on Edmonds Preliminary Plat,LUA-00-075,PP,ECF The Development Services Division requests that the Examiner reconsider the conditions of approval for the above-mentioned project issued on January 29, 2001. We feel that the attached Staff recommended conditions of approval may have been inadvertently left out. The applicant has been contacted and informed of this request. Thank you for your reconsideration. Attachment 110 V N O 19 N T cc: Jennifer Henning JAN 302001 . ..� CITY OF RENTON HEARING EXAMINER \\CENTRAL\SYS2\DEPTS\PBPW\DIV ISION.S\DEVELOP.SER\DEV&PLAN.ING\PROJECTS\00-075.st\Exam Reconsideration MEMO.doc\st l _ CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: January 30,2001 TO: Fred J.Kaufman,Hearing Examiner FROM: Steve Taylor, Senior Planner 6 4 SUBJECT: Reconsideration of Examiner's Recommendation on Edmonds Preliminary Plat,LUA-00-075,PP,ECF The Development Services Division requests that the Examiner reconsider the conditions of approval for the above-mentioned project issued on January 29, 2001. We feel that the attached Staff recommended conditions of approval may have been inadvertently left out. The applicant has been contacted and informed of this request. Thank you for your reconsideration. Attachment D V cc: Jennifer Henning JAN 3 0 2001 �. .� CITY OF RENTON HEARING EXAMINER • u \\CENTRAL\SYS2\DEPTS\PBPW\DIVISION.S\DEVELOP.SER\DEV&PLAN.ING\PROJECTS\00-075.st\Ezam Reconsideration MEMO.doc\st r -4 • Steve Taylor ' Page 2 7. At the time of construction plan approval the applicant shall revise the internal road design to reduce the grade on approaches to Edmonds Avenue NE and NE 12th Street. The final design shall be subject to the review and approval of the Development Service Division. • This office apologizes for the error. If this office can provide further assistance,please feel free . to write. . . Sincerely, Fred J.Kaufman Hearing Examiner FJK:jt cc: Mayor Jesse Tanner _ ''A • Jay Covington,Chief Administrative Officer k, Neil Watts,Development Services '' Larry Warren,City Attorney • Parties of Record • rl CITY OF RENTON COUNCIL AGENDA BILL AI #: s:, u• SUBMITTING DATA: FOR AGENDA OF: . jat/a,07/ Dept/Div/Board.. HEARING EXAMINER / Staff Contact... Fred J. Kaufman, ext. 6515 AGENDA STATUS: Consent XX SUBJECT: Public Hearing.. Edmonds Preliminary Plat Correspondence.. File No. LUA00-075,PP,ECF Ordinance Resolution Old Business.... EXHIBITS: New Business.... Study Session... Hearing Examiner's Report and Recommendation Other RECOMMENDED ACTION: APPROVALS: Legal Dept Approval of Hearing Examiner's Recommendation Finance Dept.... Other FISCAL IMPACT: N/A Expenditure Required... Transfer/Amendment.. Amount Budgeted Revenue Generated... SUMMARY OF ACTION: The Hearing Examiner's Report and Recommendation on the Renton Place Div. III was published on January 29, 2001. There were no requests for reconsideration and the appeal period ended on February 12, 2001. The Examiner recommends approval of the proposed preliminary plat, subject to the conditions outlined on page 6 of the Examiner's Report and Recommendation. This office notes that the conditions placed on this project are to be met at later stages of the platting process. STAFF RECOMMENDATION: Staff recommends approval of Edmonds Preliminary Plat // SS :.Tl f �I' January 29,2001 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND RECOMMENDATION APPLICANT: Wendell Woodall 618 Park Avenue North File No.: LUA00-075,PP,ECF LOCATION: The site is located west and adjacent to Edmonds Avenue NE, between Sunset Boulevard NE and NE 12'h Street SUMMARY OF REQUEST: Subdivide an approximately(1.78 acre)parcel into 16 lots suitable for construction of single family houses SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on December 27,2000. PUBLIC HEARING: After reviewing the Development Services Report,examining available information on file with the application,field checking the property and surrounding area;the Examiner conducted a public hearing on the subject as follows: MINUTES The following minutes are a summary of the January 2, 2001 hearing. The legal record is recorded on tape. The hearing opened on Tuesday,January 2,2001, at 9:43 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing the original Exhibit No.2: Vicinity Map application,proof of posting,proof of publication and other documentation pertinent to this request. Exhibit No.3: Slope Analysis Exhibit No.4: Preliminary Plat Exhibit No. 5: Utilities and Grading Plan Exhibit No. 6: NE 12th Street Internal Street and Lot Profiles Exhibit No. 7: Edmonds Avenue Profile Exhibit No.8: Tree Retention Plan Exhibit No. 9: 11/13/00 Comment Letter from Terre Scappini re Access on NE 12th Street Edmonds Preliminary Plat File No.: LUA-00-075,PP,ECF January 29,2001 Page 2 The hearing opened with a presentation of the staff report by Steve Taylor, Senior Planner, Development Services,City of Renton, 1055 S Grady Way,Renton,Washington 98055. This plat is located on a difficult site as far as topography. Part of the issue has to do with the slopes on the site, some of which are 40%. These are not protected slopes because they do not have the 15-foot vertical elevation. There are also slopes between 25% and 39% on the plat. The City has been working with the applicant to make sure that measures are in place to address the stability of Edmonds Avenue,that downstream property owners are not impacted, and that the site design is appropriate for the topography. The Environmental Review Committee(ERC)issued a Determination of Non-Significance, Mitigated for the project. The ERC Mitigation Measures limit the actual development of the site to the dry months of April through October. The site must be graded in stages, if possible,with the retaining wall constructed prior to clearing the rest of the site. The applicant must engage a qualified engineering geologist to supervise the installation of all erosion and sedimentation measures,and provide weekly reports on the status and condition of the erosion control plan. An issue with this plat is the access onto NE 121 Street. Development in the area is quite dense. The site is zoned R-10. The total site is 1.78 acres,but with the area of the private street deducted(13,347 sf),the area for establishing density is 1.47 acres. That works out to 10.88 dwelling units per acre. There is a bonus density of up to 13 units per acre in this area, if all of the units are single family development. In this case,the applicant is proposing that all of these lots be developed for single family. There are adequate setbacks on all the proposed lots to enable the building of houses. The site will have access through an internal roadway system to Edmonds and to NE 12,h Street. Edmonds Avenue drops very steeply along,its intersection with NE 12th Street to the entrance to the plat. A traffic analysis was done to specifically address this concern. The analysis states that there have been improvements to the intersection recently. Six months ago the intersection was made into a 4- way stop intersection. With the development of this plat the site will be cleared,and sight distance will be improved. The road will be extended to a full width road with curb, gutter and sidewalk. The City's Traffic Section agreed with the traffic analysis done by the applicant. Due to the steep topography on this site,clearing and grading of most of the site will be needed. The applicant is estimating grading about 950 cubic yards,and importing about 275 cubic yards for the road and structural walls. The applicant is proposing a structural wall all the.way along Edmonds and turning the corner onto 12th • Street. The applicant's geotechnical report specifically addressed and made recommendations on this structural wall. Further analysis will take place regarding how the wall is actually built. An additional retaining wall will be`erected along the entire western property line. The geotechnical report states that site swales are susceptible to erosion when they are exposed to wet conditions,so erosion control measures should be in place prior to and during the grading and development of the site. If the recommendations of the geotechnical report are followed, there should not be any increase in slope instability on or adjacent to this property. According to the Tree Retention Plan, only one tree will be retained. Regarding the design of the proposed homes,Mr.Taylor stated that the applicant has stepped the houses into the hillside in order to work with the slope of the property and the narrowness of the lots. The houses will face Edmonds Avenue for pedestrian access,with the garage on the lowest level to access the internal roadway. The lots will have fairly large rear yards that will allow outside activities for residents. -The ERC has imposed appropriate Traffic,Fire, and Park Mitigation Fees on the project. This project is expected to generate approximately 7-8 additional school age children who would attend Kennydale Elementary,McKnight Middle School and Hazen High School. The Renton School District indicates these facilities have adequate capacity to serve the development. tl Li v ii el 41 t Edmonds Preliminary Plat File No.: LUA-00-075,PP,ECF January 29,2001 Page 3 The applicant submitted a Level One Storm Drainage Report,which was received by the City on June 7,2000. The report indicates that there is no evidence of concentrated flows leaving site or documented downstream problems. The site will require a drainage plan and temporary erosion/sedimentation control plans in accordance with the 1990 KCSWDM, as adopted by the City of Renton. The project is located in the Aquifer Protection Zone 2. This development must have a source statement by a certified professional engineer for fill material on the project. Notice regarding the Aquifer Protection Zone 2 is required on the face of the plat. There is an existing curb,gutter and sidewalk and adequate width on Edmonds Avenue. Northeast 12th Street will be widened and curb, gutter and sidewalk added along the project frontage on NE 12th Street. The applicant will provide approximately 50 feet of asphalt taper to match the existing pavement west of the site. The internal roadway,which the applicant refers to as an alley,meets the definition of a private street. A 20-foot-wide paved road in 26 and 30-foot easements are provided. The road must meet the appropriate construction standards of 4" of asphalt over a 6"base. Staff recommends approval of the project, subject to the eight conditions contained in the Staff Report. Tim Miller,Transportation Consulting Northwest, 1607 East Main Street,Auburn, WA 98002 discussed the 4- way stop at the intersection of Edmonds Avenue NE and NE 12th Street and how it improves safety at that intersection; allowing full access for the project. Mr.Miller also discussed the traffic counts contained in he Traffic Report and stated that there will be a low volume of traffic generated by this project. Tom Touma, 6632 S 1915`Place, Suite E-102,Kent,WA 98032 stated that some of the types of homes being considered for this development are depicted on Exhibit# 5,the Utilities and Grading Plan. Kayren Kittrick,Development Services, 1055 S Grady Way,Renton, WA 98055 clarified the issue of the private roadway on the development. A private roadway was set up in the Code to serve no more than six lots, with no more than two without frontage to public streets. This is basically an alleyway that is larger. It exceeds an alleyway's requirements of 16 or 18 feet. This is also in compliance with a stated need by the Fire Department for a fire lane 20 feet wide. The City and the applicant agreed to use the private roadway standards of design in this case. The Examiner called for further testimony regarding this project. There was no one else wishing to speak,and no further comments from staff. The hearing closed at 10:20 a.m. FINDINGS,CONCLUSIONS &RECOMMENDATION Having reviewed the record in this matter,the Examiner now makes and enters the following: FINDINGS: 1. The applicant,Wendell Woodall,filed a request for approval of a 16-lot single family plat. 2. The yellow file containing the staff report,the State Environmental Policy Act(SEPA)documentation and other pertinent materials was entered into the record as Exhibit#1. 3. The Environmental Review Committee(ERC),the City's responsible official, issued a Declaration of Non-Significance-Mitigation(DNS-M)for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. Edmonds Preliminary Plat - File No.: LUA-00-075,PP,ECF January 29,2001 Page 4 5. The subject site is located on the northwest corner of Sunset Boulevard and Edmonds Avenue NE. The parcel runs through from Sunset to NE 12th Street. 6. The subject site was annexed to the City with the adoption of Ordinance 1795 enacted in October 1959. 7. The site received its current R-10(10 units per acre)zoning with the adoption of the Zoning Code in June 1993. It was adopted by Ordinance 4404. 8. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of a variety of residential options,but does not mandate such development without consideration of other policies of the Plan. 9. The vacant site is approximately 1.79 acres. The subject site is approximately 146 feet wide(east to west)by approximately 488 feet long. The short dimension runs along NE 12th and Sunset, although Sunset forms a curve along the south boundary of the subject site. The long dimension corresponds with the Edmonds frontage. The parcel narrows to a point at the intersection of Edmonds and Sunset. 10. The site slopes very steeply downward to the west from its Edmonds Avenue frontage. The elevation across the site varies approximately 50 feet over the site, from approximately 320 feet to 270 feet near Sunset. The slopes along Edmonds range up to 55%. Approximately 9 percent of the site has slopes in excess of 40%, approximately 16 percent of the site has slopes ranging from 25%to 40%. Staff suggested that the slopes along Edmonds were probably created when Edmonds was constructed. Apparently none of the slopes exceed a vertical rise of 15 feet and are,therefore,not"protected slopes." 11. In order to accommodate development of this parcel, extensive grading and filling will be necessary, which will necessitate removing most of the vegetation from the site. In addition, the Geotechnical Report specified construction techniques to protect the site and surrounding properties from erosion and instability. Approximately 950 cubic yards would be graded and approximately 275 cubic yards would be imported for structural fill. 12. An engineered retaining wall approximately two feet to six feet(2'to 6')tall would be constructed along the eastern (Edmonds)property line. A rock retaining wall would be constructed along the western boundary of the site, and would be between two feet and seven feet(2'to 7')tall. 13. The subject site is located in the Aquifer Protection Zone. Any structural fill will required to be certified. 14. The applicant proposes dividing the subject site into 16 single family lots. The R-10 Zone permits detached single family uses. The zone also permits a density bonus of up to 13 units per acre if detached single family homes are developed. The density of the 16 units on this site will be 10.88 or just over the normally permitted 10 units, but permissible under the density bonus provisions. 15. The proposal would require a substantial amount of grading to permit the development of homes on the various lots. In addition, a substantial retaining wall would be required. -16. The R-10 zone requires at a minimum 30-foot-wide interior lots and 40-foot-wide corner lots. Lot depth has to be a minimum of 55 feet deep. Staff reports that all of the lots meet the minimum requirements. 17. The R-10 zone also requires 10 feet of landscaping along arterial streets. This standard would apply along both the Sunset and Edmonds frontages. Edmonds Preliminary Plat File No.: LUA-00-075,PP,ECF January 29,2001 Page 5 18. The lots will range in size from 4,349 square feet to 6,880 square feet. Lot size in the R-10 zone must be at least 3,000 square feet. 19. There will be a 20-foot-wide private street or alley located along the western property line that will provide drive-in access to the parcels. The alley will intersect with NE 12th on the north and will turn and access Edmonds Avenue north of its intersection with Sunset. 20. The northernmost lot,Proposed Lot 1,will be 40 feet wide by 145 feet deep. Proposed Lots 2 to 11 will all be the same 145 feet deep and 30 feet wide. All of these lots will front on Edmonds,although access from Edmonds will be via a pedestrian connection. The lots will be graded downward to the west and homes will be built into the slope. Proposed Lots 12 through 16 will front on the internal private street, although except for Proposed Lot 13,the other four will also front on either Edmonds or Sunset. 21. The proposed plat will generate approximately 154 daily vehicle trips per day. The project has access to Edmonds, an arterial street, and close access to Sunset,another arterial. 22. The traffic study produced by the applicant shows that a recent addition of a four-way stop to the Edmonds intersection with 12th has made the intersection safer. The four-way stop creates gaps in traffic flow so that vehicles can turn or proceed through the intersection much easier. Traffic turning into the private alley will be visible for 160 feet from Edmonds. The Transportation Division recommended modifying the grade at both ends of the private roadway to accommodate exiting traffic. 23. The proposal will add approximately 8 additional students to the Renton School District. The students would be spread across the grades on a space available basis. 24. Sunset is a commercial arterial street with commercial development on both sides of the street, particularly east of the subject site. Edmonds is an arterial street,while NE 12th is a residential street. Single family residential uses predominate north of the subject site. CONCLUSIONS: 1. The proposed plat generally appears to serve the public use and interest. The R-10 Zoning permits smaller lots, and presumably the reduced land costs provides more affordable housing. While this is true, one could question the wisdom of developing detached single family homes immediately adjacent to the intersection of Edmonds Avenue NE and NE Sunset Boulevard. It is a very busy intersection and could adversely affect the desirability of the homes located near the corner. 2. The plat and eventual homes will add to the detached single family housing stock of the City. 3. The ERC imposed conditions to minimize erosion and to assure that the grading and infrastructure is appropriate to support the development of the subject site. Edmonds is located above the steep eastern slope of the site. Substantial grading will need to be done correctly and supported by an engineered retaining wall. Another rockery wall will support the western cuts that permit the roadway to be developed. Therefore, it will be necessary to assure that once grading begins, it be appropriately concluded and supported. • 4. Any excavation that occurs along Edmonds could jeopardize the stability of the slope that currently lies to the immediate west of Edmonds. Creating a tall retaining wall structure to support both the sidewalk and the street will be necessary and could result in costly engineering work. Therefore, it appears Edmonds Preliminary Plat File No.: LUA-00-075,PP,ECF January 29,2001 Page 6 necessary to insure not only that the work be certified by appropriate engineers,but that once the excavation work begins, it can be safely finished. Therefore, before excavation begins,the applicant should be required to post a bond or other instrument acceptable to the City Attorney which assures that excavation and all necessary retaining structures and appropriate guardrails be installed, if for some reason the project were to be abandoned prior to satisfactory completion. The bond may be released after all work on the excavation and retaining structure work is completed. 5. Development of the site will introduce additional noise and population,although this location near Sunset should not be adversely affected by the development. 6. There will be additional traffic, but staff agreed with the applicant's traffic engineer that the four-way stop at 12th and Edmonds will reduce any potential conflicts from traffic entering or leaving the subject site. 7. The proposed plat will have a density of 10.88 dwelling units per acre, and that meets the Bonus Provisions for the R-10 provisions of the Zoning Code, and it also meets Comprehensive Plan requirements. The plat provides reasonably rectangular lots and lots that meet the dimensional requirements of code. 8. Vehicular access to the site will be from the rear which limits the curb cuts along Edmonds and Sunset. The dwellings will be stepped into the hill and there will be pedestrian access to Edmonds. 9. In the earlier church proposal for the subject site there was also concern about the steep drop that would be created between the lower part of the site and Edmonds. This was not particularly addressed. Staff and engineering should review the need for the safety of both pedestrians and vehicles that would be using the sidewalk and street. If a guardrail is needed between the separate homes due to grade difference, it should be installed as necessary. 10. In conclusion,the proposed preliminary plat should be approved, although it appears that the development of the subject site will complex. Development will involve substantial and potentially costly engineering work. The work must be done appropriately and monitored to maintain the integrity of the Edmonds right-of-way and to avoid jeopardizing the public health, safety and welfare. The City Council should approve the preliminary plat subject to the conditions noted below. RECOMMENDATION: The Preliminary Plat should be approved subject to the following conditions: 1. The applicant shall comply with the conditions imposed by the ERC. 2. The applicant shall post a bond or other instrument approved by the City Attorney. The instrument shall assure that all engineering work, including excavation and all necessary retaining structures and appropriate guardrails needed to support the hillside,the cut and protect the public from the dropoff will be completed, even if the project were to be abandoned prior to satisfactory completion. The bond may be released after all work on the excavation, retaining structure and appropriate guardrail is completed. This provision is necessary to protect the Edmonds right-of-way and the public welfare. • 3. If a guardrail is needed between the separate homes due to grade difference, it should be installed as necessary. Edmonds Preliminary Plat File No.: LUA-00-075,PP,ECF January 29,2001 Page 7 ORDERED THIS 29th day of January,2001. FRED J.KAU HEARING EXAMINER TRANSMI FLED THIS 29th day of January,2001 to the parties of record: Steve Taylor Tim Miller 1055 S Grady Way Transportation Consulting NW Renton,WA 98055 1607 E Main Street Auburn,WA 98002 Kayren Kittrick Tom Touma 1055 S Grady Way 6632 S 191'Place, Suite E-102 Renton,WA 98055 Kent,WA 98032 TRANSMI TIED THIS 29th day of January,2001 to the following: Mayor Jesse Tanner Gregg Zimmerman,Plan/Bldg/PW Admin. Members,Renton Planning Commission Neil Watts,Development Services Director Larry Rude,Fire Marshal Sue Carlson,Econ.Dev.Administrator Lawrence J.Warren, City Attorney Larry Meckling,Building Official Transportation Systems Division Jay Covington, Chief Administrative Officer Utilities System Division Councilperson Kathy Keolker-Wheeler South County Journal Betty Nokes,Economic Development Director- - Pursuant to Title IV, Chapter 8, Section 100Gof the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m., February 12,2001. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure, errors of law or fact,error in judgment,or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record,take further action as he deems proper. An appeal to the City Council is governed by Title IV,Chapter 8, Section 110,which requires that such appeal be filed with the City Clerk,accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department,first floor of City Hall. • If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants,the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. • • . • . . . . . . . . . : . . . • . • . . . . . . • . .. , . ' . . •. . ' . . . . . • .' . I 0 . • ,i.ev_._..._..,.,-., . 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' -1•_... . , Edmonds Preliminary Plat File No.: LUA-00-075,PP,ECF January 29,2001 Page 8 The Appearance of Fairness Doctrine provides that no ex parte(private one-on-one)communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. • • b LUA- • t ..LND GRAPHIC SCALE Y M M a W "4 IBB MI =MN Mini .(IX tlrt) s Inch-s0 It. • • EDMONDS AVENUE NE • BENCHMARK • 500 59251W _ - ��-. —- 50059�23'W 460.00- ? _-L_ \ _�__ �- _ ( • _17777� G / ... Q �� ----- Q C C :lr O —a .. C�� }c _ / ' --tea O ' _ _ 7. I 1 � '/ - , — — _ •ry'•T ---- .xa��`- _070:17%,_-,4111.,,,-,.,,,, Al r T: • -- /i_'.`_vr•S9. o P......7.732. "t''.;•!•Ail*AV; ...4.P-o2s.... .6.‘ImLx.-..t...71> _ • --- _e ___,.: _.... if id _0....„, ...e -.I.__ _ ____-..79--___ __ --- — //I ,.....:.........„--.› --- .1..,....2._ii-_____-_--1,----_.-0,.....„....- ---290 „ , ....... .. .„...„..--- ,,,s,,,,. 1'1 I / --- --- j� r__ -- tJ i / // / / bP • I` ,cs '// r — ^2B2 , S00X9?J'W 48L307/ /:;J; / �' y'\)*\ • N -� // / :5 P110I� SLOPE LEGEND • / /l.. . `, r_� • . W � I/ I a- T • ..1--' 74/ . • i 0XTO25X w't / 40X e•STEEPER / / / . . ' REV.NOV.2000 ' .r; EDMONDS PRELIMINARY PLAT i�*' SLOPE ANALYSIS TOUMA ENGINEERS �x, NEST VALLEY BUSINESS PARK ' �': �\ - OWN. BY CJS DATE JOB NO. .",,, u470 932 Saone 191ST FLAOG WYE E-102•KLNT.IVA wwJ2 7198SL0P.DWC MAY, 2000 779-008-201 4.*ST6®_. mac(425)2a1-0aea PAX(42a)25r-0825 ' I CHNO. BY SCALE SHEET - Mai! 0mbi • ._ • - D4 • 5 T23N R5E E 1/2 u V I •� r ,L_r _iz—. o � R — 8 ( 1 � - 12th •; \\ 1Q Q #P.77-' : R-8 I LI _ R_$ R ' . iL :— I • R— ie • c_� ° M7-----r4: -%5TrE /- :. * '-.. 1 Gi . . •: A • • * • .900 . i.-.k. . • ... _i . ...%, _ iirr _ Rm _j cc \s_ • Rti-:_ • FT irNi L-Kr r , , _. _ -- oth I St. I RM?•I .1. /RM—F _71 RIH MI� � • SM -I ___ 'Y I 11111 .1 I )47-e:_ . :c!& 1 / / ,. yl —r— -_-_ - � RT8 I 11 --Ir — o' :QT • —W — I i R;B • I � —11 -W- _ � h - - 44:..-4611, tIll• .5 _ _°° : II =;$ � ki • . - —7-§v: . 1. .. .. . • ._ .... . . . ,.. . • ._.. ...._-_1_47-= . * ti _1_,_. 1 k .87 : Al -7:-- - .- .- - .. • • .. • - t \ .., :. • .- .. • • • .• • • ' -----(Z--- .-. - . 7 ,tni Ist—: • - \ .: . In --L , .4 r•a• i. 17 -$ it:711k --1-1-71_ 1 • - / k44' 111 •• . ' . R8 ' : . ''.: 1." • / / /P, c • —_____R -1__:8 • J=.- r 0 • CITI 3F RENTON • �. ' " ,'= _.. �' Hearing Examiner Jesse Tanner,Mayor ,,, l c . , Fred J.Kaufman January 30,2001 • Steve Taylor, Senior Planner . Development Services . City of Renton •• • 1055 S Grady Way . Renton,WA 98055 • Re: Reconsideration of Examiner's Recommendation on Edmonds Preliminary Plat,LUA00-075,PP,ECF . Dear Mr.Taylor: This office has reviewed the request for reconsideration in this matter. • • The request is correct in that an editing error led to an omission of some of the conditions recommended by staff The conditions shall be amended and shall read as follows: 1. The applicant shall comply with the conditions imposed by the.ERC. 2. The applicant shall post a bond or other instrument approved by the City Attorney. The instrument shall assure that all engineering work,including excavation and all necessary retaining structures and appropriate giiardrails needed to support the hillside,.the cut and protect the public from dropoff will be completed,even if the project were to be - abandoned prior to satisfactory completion. The bond may be released after all work on the excavation,retaining structure and appropriate guardrail is completed. This provision is necessary to protect the Edmonds right-of-way and the public welfare. 3. If a guardrail is needed between the separate homes due to grade'difference, it should be installed as necessary. -4. . The applicant/owner shall establish a Homeowners' Association for the maintenance of ' • all common improvements(private road,stormwater facilities,retaining walls,etc.),or include a maintenance agreement note on the face of the final plat A draft of the document shall be submitted for review and approval by the Development Services Division prior to the recording of the final plat. 5. The applicant/owner shall include a Declaration of Covenant note on the face of the final plat, or record other legal encumbrance acceptable to the Development Services Division, that conveys the beneficial interest in the easements shown on the plat to the future owners of the lots. • 6. The applicant shall dedicate the proper intersection radius at the corner of NE 12th Street and Edmonds Avenue NE. 1901 200k. nc[ urne.h:,,.,+.,., o4ncS _ /A1c\ A2n_Ac1S ::✓' SURVEY NOTES.' PORTION OF THE NE 1/4 OF THE NE 1/4 LOA— INSTRUM£NT: N/XON TOTAL STATION OTM-AIOLC SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.• LND • METHOD USED:(S SECONDD IR xENT).ACTUAL CITY OF RENTON, STATE OF WASHINGTON W FIELD MEASUREMENTS AND ANGLES ..'. x WAC•JJ2—IJO-070 PLAT DATA NE 121H ST %N DATE OF SURVEY: MARCH 2000 • ' ' ' / W OASIS OF BEARING NE 12TH STREET BETWEEN CAMAS AVE.NE& _ TOTAL AREA - 77,461 SQUARE FEET(1.78AC) x T+x %x AS NE EDMONDS AVE NE(N89'J.71YW).:. '�r - _ STREET R/W DEDICATION AREA - NONE vc �' {Si T,•• Or BENCHMARK: CITY OF RENTON MON/57 ELEV J26.4J'(99.496M) ZONE - R10 x 1`.' SITE H J'FLAT BRASS DISC Nf/H'T'AND A PUNCH MARK ON I GRAPHIC SCALE • PROPOSED NUMBER OF LOTS - 16 A CONCRETE POST MONUMENT DONN 0.5'AT.TNE INTERSECTION OF NE 12TH STREET&EOMONDS I'■ • O • ,n DENSITY - 16 LOTS, BASED ON 10 DU/ACRE ¢ BENCHMARK I AVENUE NE' I r r _— /' 4'e pA (IN TLLT) , • GO.R. MONJ57 I 1'nob...•o IL I -_ N 7 ., / I 0 -1— . — - - --v — —II— .._ - - - EDMONDS AVENUE N • VICINITY MAP • • - $ S0059'23'W 473.38' - - - - - - - ______ _•_- e - l o • 4b3 f2' 1 . 'sv *ooi J?.00'' J?- J? -1 i 2. i `p J k10.r `� I �>��lv�v ~P"r—,�•►O �Ip � .I 'E',�� }Iity y" i icy::..;jT�c 03i'IyFS ;1i .. C',• �`� ^.1 , I I I I ,,r�rci�6"Y I 1 I sQi�, I I �I"? I 't I Vid7r,VV^--'I 2 I Git d� �lel.T 99J' /°Y' / -,� I 1 v I • :ww•.1 1 1 1 W�ov 1 I V. low I I ' 1 12 w 1 v I ISi,I 1"1 1 I I ,L 1 I I 01L 1 I I IL I : M. ` 3 Y 0 J. - _ `•� = n�� W If I F• I I N .1 111 I I I I I I L ,,� ,3 @ atf _7 •y ' J I J 14 h+T 5 :N I 4'. 7 W B 1 p 1N 1 :N I I1 -S0059'YJ' i_4..,.. �—t� cm i' �� pry 10 T- B3J4= saw ►� r ;Ek 2y 1 1�, v 2' 1 7 �7' `15 . ,p0 " �rii rs 2 a 2 Y � Yx} x $ I 2 2 I ICJ"• •J ' r. P�'v I I I��•� I I • d 3i I I ; I I g 1 iJ 'Ed :a?'■IW�ttt� L__� L_J 17159f1 J L_J L_J L_J L_J LIzA/6Sv_l L_J I ---- !�1>' I 14 41 0 M1,, .` ~ ■ 26 PRIVATE .•a�rl� , ) / i:r�� `�•i S AD ~ _ _ Ali �/ ,� .: • 'su 0039 23"W 488.07' \ J\5� LINE TABLE 5'ev ,; I--- LEGEND / • I O ie, �,(��� I CONIFERLIR / LINE LENGTH BEARING N C-CEDAR TREES TO B6 RETAINED.',,', L1 1.):J6 S1J50J1'W I SU6i ��' •I • a / L2 8.22 N42JI'59'W • I h I I U V I • C3 DECIDUOUS / / . kJ I N I A -ALDER / ' CDT- COTTONWOOD CURVE TABLE Z I 3 I 72 ; I M-MAPLE / iP' ,, / CURVE LENGTH •RADIUS DELTA TAN N , I LEGAL DESCRIPTION I / / Cr J9.5I' 2500 9072'4• �5' 25.24 -' '•T BEGINNING AT THE NORTH LINE OF THE NORTHEAST QUARTER OF TH NORTHEAST QUARTER OF / • •oo. SECTION 8. TOWNSHIP 2J•NORTH. RANGE 5 EAST, W.M.. IN KING COUNTY, WASHINGTON; / 2 I JO FEET WEST OF THE NORTHEAST CORNER OF SAID SECTION 8; THENCE0REST ALONG 1HE TH£EAST BOUNDARY! / / BOUNDARY LINE OF SAID SECTION, 145 FEET; THENCE SOUTH PARA / OWIVER/DEVELOPER • I LINE OF SAID SECTION 6J8.9J FEET. MORE OR LESS, TO THE NORTH LINE OR MARGIN.OF PRIMARY ROBERT&NANCY POORER I I-- --- L-STATE..H/GHWAY.NO...2;_THENCE.IN A SOUTHEASTERLY DIRECTION AL(}NG THE NORTH LINE OR MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 2, TO A POINT JO'FFFFET•WESTERLY-OF-THE-EAST -- — -� & JOHN S. BANCHERO . BOUNDARY LINE OF.SAID'SECTION 8 AS MEASURED ALONG A LINE PROJECTED AT RIGHT ANGLES jI 12228 NE 112TH PL JAI TO SAID EAST BOUNDARY,LINE; THENCE NORTH PARALLEL TO AND JO FEET WESTERLY OF THE F K/RKLAND, WA. 9BOJJ •SAID EAST BOUNDARY LINE OF SAID SECTION TO THE POINT OF BEGINNING; EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 655879. •ENGINEER/SURVEYOR SURVEYOR 1 OR PRIMARY STATE HIGHWAY NO. I; AND, 1 / / / • EXCEPT THAT PORTION THEREOF BEGINNING AT A POINT 75 FEET NORTHEASTERLY AND OPPOSITE / TOUMA ENGINEERS HIGHWAY ENGINEER'S 48+00 0 THE A-LINE CENTER LINE OF •Be?-405 NORTH RENTON I • 66J2 S. 191ST PL., SUITE E-102 INTERCHANGE: THENCE NORTHEASTERLY IN A STRAIGHT LINE TO A POINTIJO FEET WESTERLY KENT, WA. 980J2 DA YTON •'•AND-OPPOSITE INGHWAY-K'NGINEER'S STAPION 2J+50 ON THE 116TH AVENUE CENTER LINE OF SAID. / . PH. 425-251-0665 - • PROJECT; THENCE NORTHERLY TO A POINT JD FEET WESTERLY AND OPPOSITE HIGHWAY / • ENGINEER'S STATION•23+7�5 AND THE ENO OF THIS LINE DESCRIPTION; AND A VENUE. NE EXCEPT THE NORTWJD FEET CONVEYED TO THE CITY OF RENTON BY INSTRUMENT RECORDED, / , • • UNDER RECORDING NUMB R 79062507551 I• • Al ,RN 7.O a EDMONDS PLAT TREE PLAN I �°'''""'G TOUMA ENGINEERS FOR • ABERDEEN A VENUE NE 4 . � R dc R LAND INC. \ CITY OF RENTON MON/71 • y ,.,� NEST VALLEY BUSINESS PARK OWN.BY GJS DATE JOB NO. + 0 ° ff 6832 SOUTH 191ST nAce SOUT o-mt•K0N WA°e"52 71908PPL.DWG MAY, 2000 719-008-201 \ TOP 2.5'T(3 SET IN CONCRETE • ' o.WV PIGl((025)251-0665 FAX(425)251-0625 ,� MONUMENT(J/00) • I' No.WV CHKO.BY _ SCALE SHEET • , min •/nro1 I M.H.T. • • I"=40' F. 1, OF 4 CITr. )F RENTON — .. City Clerk . , -Ma Petersen Jesse Tanner,Mayor Marilyn J. •February 27, 2001 : Wendell Woodall 618 Park Avenue North Renton, WA 98055 Re: Edmonds Preliminary Plat(PP-00-075) Dear Mr. Woodall: - ' At the regular Council.meeting of February 26, 20_01,the Renton City Council-approved • the referenced preliminary plat subject to the conditions outlined m the hearing ' : . _ - - examiner's recommendation, dated January 2001•_Pursuant to RCW, a fmal plat • meeting all requirements of State law and Renton Municipal Code shall be submitted to ' the City for approval within five years of the date_of preliminary plat approval. _ • , _ If I can provide additional.information of assistance,please feel free to call. Sincerely, / ql. dip_ ' Marilyn. . P rsen V ; City Clerk/Cable Manager -: :,- _ . cc: Mayor Jesse Tanne r. - . .- - c,' ,C .,%,\,:Y% , - Council President Da•n Clawson - - Steve Taylor,Project Manager. . _ Fred-Kaufman,-Rearing Examiner -. _ _., ,.. - - _ _ , r. _ .A• - . t a o- - _ .r ' Nf-�p '• '="1055'South-Grad"_=Wa :=.Rentori':.Washin�}on,98055:- 425 430-6510f(FAX;-425 :430-6516' r . "7 s a. l - .. - - - �4...i: l •} j/ ' V - _.."•'�;�.Thie runor mntninc 5(WG iorvrlwii matwriwl-90%nrist ennsume�' _ ... -_ . , CITY OF RENTON COUNCIL AGENDA BILL AI #: SUBMITTING DATA: FOR AGENDA OF: Dept/Div/Board.. HEARING EXAMINER Staff Contact... Fred J. Kaufman, ext. 6515 AGENDA STATUS: Consent XX SUBJECT: Public Hearing.. Edmonds Preliminary Plat Correspondence.. File No. LUA00-075,PP,ECF Ordinance Resolution • Old Business.... EXHIBITS: New Business.... Study Session... Hearing Examiner's Report and Recommendation Other RECOMMENDED ACTION: APPROVALS: Legal Dept Approval of Hearing Examiner's Recommendation Finance Dept.... Other FISCAL IMPACT: N/A Expenditure Required... Transfer/Amendment.. Amount Budgeted Revenue Generated... SUMMARY OF ACTION: The Hearing Examiner's Report and Recommendation on the Renton Place Div. III was published on January 29, 2001. There were no requests for reconsideration and the appeal period ended on February 12, 2001. The Examiner recommends approval of the proposed preliminary plat, subject to the conditions outlined on page 6 of the Examiner's Report and Recommendation. This office notes that the conditions placed on this project are to be met at later stages of the platting process. tlikvyWrYLet STAFF RECOMMENDATION: V (I)( Staff recommends approval of Edmonds Preliminary Plat C'ywt to "Dt ITC • :r:f January 29,2001 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND RECOMMENDATION APPLICANT: Wendell Woodall 618 Park Avenue North File No.: LUA00-075,PP,ECF LOCATION: The site is located west and adjacent to Edmonds Avenue NE, between Sunset Boulevard NE and NE 12'h Street SUMMARY OF REQUEST: Subdivide an approximately(1.78 acre)parcel into 16 lots suitable for construction of single family houses SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on December 27,2000. PUBLIC HEARING: After reviewing the Development Services Report, examining available information on file with the application,field checking the property and surrounding area;the Examiner conducted a public hearing on the subject as follows: MINUTES The following minutes are a summary of the January 2,2001 hearing. The legal record is recorded on tape. The hearing opened on Tuesday,January 2,2001,=at 9:43.a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing the original Exhibit No.2: Vicinity Map application,proof of posting,proof of publication and other documentation pertinent to this request. Exhibit No.3: Slope Analysis Exhibit No.4: Preliminary Plat Exhibit No.5: Utilities and Grading Plan Exhibit No.6: NE 12th Street Internal Street and Lot Profiles Exhibit No.7: Edmonds Avenue Profile Exhibit No.8: Tree Retention Plan • Exhibit No.9: 11/13/00 Comment Letter from Terre Scappini re Access on NE 12th Street Edmonds Preliminary Plat File No.: LUA-00-075,PP,ECF January 29,2001 Page 2 The hearing opened with a presentation of the staff report by Steve Taylor, Senior Planner,Development Services,City of Renton, 1055 S Grady Way,Renton,Washington 98055. This plat is located on a difficult site as far as topography. Part of the issue has to do with the slopes on the site,some of which are 40%. These are not protected slopes because they do not have the 15-foot vertical elevation. There are also slopes between 25% and 39% on the plat. The City has been working with the applicant to make sure that measures are in place to address the stability of Edmonds Avenue,that downstream property owners are not impacted,and that the site design is appropriate for the topography. The Environmental Review Committee(ERC)issued a Determination of Non-Significance,Mitigated for the project. The ERC Mitigation Measures limit the actual development of the site to the dry months of April through October. The site must be graded in stages, if possible,with the retaining wall constructed prior to clearing the rest of the site. The applicant must engage a qualified engineering geologist to supervise the installation of all erosion and sedimentation measures,and provide weekly reports on the status and condition of the erosion control plan. An issue with this plat is the access onto NE 12`h Street. Development in the area is quite dense. The site is zoned R-10. The total site is 1.78 acres,but with the area of the private street deducted(13,347 sf),the area for establishing density is 1.47 acres. That works out to 10.88 dwelling units per acre. There is a bonus density of up to 13 units per acre in this area, if all of the units are single family development. In this case,the applicant is proposing that all of these lots be developed for single family. There are adequate setbacks on all the proposed lots to enable the building of houses. The site will have access through an internal roadway system to Edmonds and to NE 12th Street. Edmonds Avenue drops very steeply along its intersection with NE 12th Street to the entrance to the plat. A traffic analysis was done to specifically address this concern. The analysis states that there have been improvements to the intersection recently. Six months ago the intersection was made into a 4- way stop intersection. With the development of this plat the site will be cleared,and sight distance will be improved. The road will be extended to a full width road with curb, gutter and sidewalk. The City's Traffic Section agreed with the traffic analysis done by the applicant. Due to the steep topography on this site,clearing and grading of most of the site will be needed. The applicant is estimating grading about 950 cubic yards,and importing about 275 cubic yards for the road and structural walls. The applicant is proposing a structural wall all the way along Edmonds and turning the corner onto 12th Street. The applicant's geotechnical report specifically addressed and made recommendations on this structural wall. Further analysis will take place regarding how the wall is actually built. An additional retaining wall will be erected along the entire western property line. The geotechnical report states that site swales are susceptible to erosion when they are exposed to wet conditions,so erosion control measures should be in place prior to and during the grading and development of the site. If the recommendations of the geotechnical report are followed, there should not be any increase in slope instability on or adjacent to this property. According to the Tree Retention Plan, only one tree will be retained. Regarding the design of the proposed homes,Mr.Taylor stated that the applicant has stepped the houses into the hillside in order to work with the slope of the property and the narrowness of the lots. The houses will face Edmonds Avenue for pedestrian access,with the garage on the lowest level to access the internal roadway. The lots will have fairly large rear yards that will allow outside activities for residents. The ERC has imposed appropriate Traffic,Fire,and Park Mitigation Fees on the project. This project.is • expected to generate approximately 7-8 additional school age children who would attend Kennydale Elementary,McKnight Middle School and Hazen High School. The Renton School District indicates these facilities have adequate capacity to serve the development. ,. ,1 u- . ��, J Edmonds Preliminary Plat File No.: LUA-00-075,PP,ECF January 29,2001 Page 3 The applicant submitted a Level One Storm Drainage Report,which was received by the City on June 7, 2000. The report indicates that there is no evidence of concentrated flows leaving site or documented downstream problems. The site will require a drainage plan and temporary erosion/sedimentation control plans in accordance with the 1990 KCSWDM,as adopted by the City of Renton. The project is located in the Aquifer Protection Zone 2. This development must have a source statement by a certified professional engineer for fill material on the project. Notice regarding the Aquifer Protection Zone 2 is required on the face of the plat. There is an existing curb,gutter and sidewalk and adequate width on Edmonds Avenue. Northeast 12th Street will be widened and curb,gutter and sidewalk added along the project frontage on NE 12th Street. The applicant will provide approximately 50 feet of asphalt taper to match the existing pavement west of the site. The internal roadway,which the applicant refers to as an alley,meets the definition of a private street. A 20-foot-wide paved road in 26 and 30-foot easements are provided. The road must meet the appropriate construction standards of 4" of asphalt over a 6"base. Staff recommends approval of the project, subject to the eight conditions contained in the Staff Report. Tim Miller,Transportation Consulting Northwest, 1607 East Main Street,Auburn,WA 98002 discussed the 4- way stop at the intersection of Edmonds Avenue NE and NE 12th Street and how it improves safety at that intersection,allowing full access for the project. Mr.Miller also discussed the traffic counts contained in he Traffic Report and stated that there will be a low volume of traffic generated by this project. Tom Touma,6632 S 191s`Place, Suite E-102,Kent,WA 98032 stated that some of the types of homes being considered for this development are depicted on Exhibit# 5,the Utilities and Grading Plan. Kayren Kittrick,Development Services, 1055 S Grady Way,Renton,WA 98055 clarified the issue of the private roadway on the development. A private roadway was set up in the Code to serve no more than six lots, with no more than two without frontage to public streets. This is basically an alleyway that is larger. It exceeds an alleyway's requirements of 16 or 18 feet. This is also in compliance with a stated need by the Fire Department for a fire lane 20 feet wide. The City and the applicant agreed to use the private roadway standards of design in this case. The Examiner called for further testimony regarding this project. There was no one else wishing to speak,and no further comments from staff. The hearing closed at 10:20 a.m. FINDINGS,CONCLUSIONS &RECOMMENDATION Having reviewed the record in this matter,the Examiner now makes and enters the following: FINDINGS: 1. The applicant,Wendell Woodall,filed a request for approval of a.16-lot single family plat. 2. The yellow file containing the staff report,the State Environmental Policy Act(SEPA)documentation and other pertinent materials was entered into the record as Exhibit#1. 3. The Environmental Review Committee(ERC),the City's responsible official, issued a Declaration of• Non-Significance-Mitigation(DNS-M)for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. ck JJr Edmonds Preliminary Plat File No.: LUA-00-075,PP,ECF January 29, 2001 Page 4 5. The subject site is located on the northwest corner of Sunset Boulevard and Edmonds Avenue NE. The parcel runs through from Sunset to NE 12th Street. 6. The subject site was annexed to the City with the adoption of Ordinance 1795 enacted in October.1959. 7. The site received its current R-10(10 units per acre)zoning with the adoption of the Zoning Code in June 1993. It was adopted by Ordinance 4404. 8. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of a variety of residential options,but does not mandate such development without consideration of other policies of the Plan. 9. The vacant site is approximately 1.79 acres. The subject site is approximately 146 feet wide(east to west)by approximately 488 feet long. The short dimension runs along NE 12th and Sunset, although Sunset forms a curve along the south boundary of the subject site. The long dimension corresponds with the Edmonds frontage. The parcel narrows to a point at the intersection of Edmonds and Sunset. 10. The site slopes very steeply downward to the west from its Edmonds Avenue frontage. The elevation across the site varies approximately 50 feet over the site,from approximately 320 feet to 270 feet near Sunset. The slopes along Edmonds range up to 55%. Approximately 9 percent of the site has slopes in excess of 40%,approximately 16 percent of the site has slopes ranging from 25%to 40%. Staff suggested that the slopes along Edmonds were probably created when Edmonds was constructed. Apparently none of the slopes exceed a vertical rise of 15 feet and are,therefore,not"protected slopes." 11. In order to accommodate development of this parcel,extensive grading and filling will be necessary, which will necessitate removing most of the vegetation from the site. In addition,the Geotechnical Report specified construction techniques to protect the site and surrounding properties from erosion and instability. Approximately 950 cubic yards would be graded and approximately 275 cubic yards would be imported for structural fill. 12. An engineered retaining wall approximately two feet to six feet(2'to 6')tall would be constructed along the eastern (Edmonds)property line. A rock retaining wall would be constructed along the western boundary of the site, and would be between two feet and seven feet(2'to 7')tall. 13. The subject site is located in the Aquifer Protection Zone. Any structural fill will required to be certified. 14. The applicant proposes dividing the subject site into 16 single family lots. The R-10 Zone permits detached single family uses. The zone also permits a density bonus of up to 13 units per acre if detached single family homes are developed. The density of the 16 units on this site will be 10.88 or just over the normally permitted 10 units,but permissible under the density bonus provisions. 15. The proposal would require a substantial amount of grading to permit the development of homes on the various lots. In addition, a substantial retaining wall would be required. 16. The R-10 zone requires at a minimum 30-foot-wide interior lots and 40-foot-wide corner lots. Lot depth has to be a minimum of 55 feet deep. Staff reports that all of the lots meet the minimum requirements. 17. The R-10 zone also requires 10 feet of landscaping along arterial streets. This standard would.apply along both the Sunset and Edmonds frontages. J�' Edmonds Preliminary Plat File No.: LUA-00-075,PP,ECF January 29,2001 Page 5 18. The lots will range in size from 4,349 square feet to 6,880 square feet. Lot size in the R-10 zone must be at least 3,000 square feet. 19. There will be a 20-foot-wide private street or alley located along the western property line that will provide drive-in access to the parcels. The alley will intersect with NE 12th on the north and will turn and access Edmonds Avenue north of its intersection with Sunset. 20. The northernmost lot,Proposed Lot 1,will be 40 feet wide by 145 feet deep. Proposed Lots 2 to 11 will all be the same 145 feet deep and 30 feet wide. All of these lots will front on Edmonds, although access from Edmonds will be via a pedestrian connection. The lots will be graded downward to the west and homes will be built into the slope. Proposed Lots 12 through 16 will front on the internal private street, although except for Proposed Lot 13,the other four will also front on either Edmonds or Sunset. 21. The proposed plat will generate approximately 154 daily vehicle trips per day. The project has access to Edmonds, an arterial street, and close access to Sunset, another arterial. 22. The traffic study produced by the applicant shows that a recent addition of a four-way stop to the Edmonds intersection with 12th has made the intersection safer. The four-way stop creates gaps in traffic flow so that vehicles can turn or proceed through the intersection much easier. Traffic turning into the private alley will be visible for 160 feet from Edmonds. The Transportation Division recommended modifying the grade at both ends of the private roadway to accommodate exiting traffic. 23. The proposal will add approximately 8 additional students to the Renton School District. The students would be spread across the grades on a space available basis. 24. Sunset is a commercial arterial street with commercial development on both sides of the street, particularly east of the subject site. Edmonds is an arterial street,while NE 12th is a residential street. Single family residential uses predominate north of the subject site. CONCLUSIONS: 1. The proposed plat generally appears to serve the public use and interest. The R-10 Zoning permits smaller lots, and presumably the reduced land costs provides more affordable housing. While this is true, one could question the wisdom of developing detached single family homes immediately adjacent to the intersection of Edmonds Avenue NE and NE Sunset Boulevard. It is a very busy intersection and could adversely affect the desirability of the homes located near the corner. 2. The plat and eventual homes will add to the detached single family housing stock of the City. 3. The ERC imposed conditions to minimize erosion and to assure that the grading and infrastructure is appropriate to support the development of the subject site. Edmonds is located above the steep eastern slope of the site. Substantial grading will need to be done correctly and supported by an engineered retaining wall. Another rockery wall will support the western cuts that permit the roadway to be developed. Therefore, it will be necessary to assure that once grading begins, it be appropriately concluded and supported. 4. Any excavation that occurs along Edmonds could jeopardize the stability of the slope that currently lies to the immediate west of Edmonds. Creating a tall retaining wall structure to support both the sidewalk and the street will be necessary and could result in costly engineering'work. Therefore, it appears `7117111 --, r- — Edmonds Preliminary Plat File No.: LUA-00-075,PP,ECF January 29,2001 Page 6 necessary to insure not only that the work be certified by appropriate engineers,but that once the excavation work begins, it can be safely finished. Therefore,before excavation begins,the applicant should be required to post a bond or other instrument acceptable to the City Attorney which assures that excavation and all necessary retaining structures and appropriate guardrails be installed, if for some reason the project were to be abandoned prior to satisfactory completion. The bond may be released after all work on the excavation and retaining structure work is completed. 5. Development of the site will introduce additional noise and population,although this location near Sunset should not be adversely affected by the development. 6. There will be additional traffic,but staff agreed with the applicant's traffic engineer that the four-way stop at 12th and Edmonds will reduce any potential conflicts from traffic entering or leaving the subject site. 7. The proposed plat will have a density of 10.88 dwelling units per acre,and that meets the Bonus Provisions for the R-10 provisions of the Zoning Code, and it also meets Comprehensive Plan requirements. The plat provides reasonably rectangular lots and lots that meet the dimensional requirements of code. 8. Vehicular access to the site will be from the rear which limits the curb cuts along Edmonds and Sunset. The dwellings will be stepped into the hill and there will be pedestrian access to Edmonds. 9. In the earlier church proposal for the subject site there was also concern about the steep drop that would be created between the lower part of the site and Edmonds. This was not particularly addressed. Staff and engineering should review the need for the safety of both pedestrians and vehicles that would be using the sidewalk and street. If a guardrail is needed between the separate homes due to grade difference, it should be installed as necessary. 10. In conclusion,the proposed preliminary plat should be approved, although it appears that the development of the subject site will complex. Development will involve substantial and potentially costly engineering work. The work must be done appropriately and monitored to maintain the integrity of the Edmonds right-of-way and to avoid jeopardizing the public health,safety and welfare. The City Council should approve the preliminary plat subject to the conditions noted below. RECOMMENDATION: The Preliminary Plat should be approved subject to the following conditions: 1. The applicant shall comply with the conditions imposed by the ERC. 2. The applicant shall post a bond or other instrument approved by the City Attorney. The instrument shall assure that all engineering work,including excavation and all necessary retaining structures and appropriate guardrails needed to support the hillside,the cut and protect the public from the dropoff will be completed,even if the project were to be abandoned prior to satisfactory completion. The bond may be released after all work on the excavation,retaining structure and appropriate guardrail is completed. This provision is necessary to protect the Edmonds right-of-way and the public welfare. 3. If a guardrail is needed between the separate homes due to grade difference, it should be installed as necessary. "" Edmonds Preliminary Plat File No.: LUA-00-075,PP,ECF January 29,2001 Page 7 ORDERED THIS 29th day of January,2001. FRED J.KAU HEARING EXAMINER TRANSMI F1'FD THIS 29th day of January,2001 to the parties of record: Steve Taylor Tim Miller 1055 S Grady Way Transportation Consulting NW Renton,WA 98055 1607 E Main Street Auburn,WA 98002 Kayren Kittrick Tom Touma 1055 S Grady Way 6632 S 191st Place, Suite E-102 Renton, WA 98055 Kent,WA 98032 TRANSMI FIED THIS 29th day of January,2001 to the following: Mayor Jesse Tanner Gregg Zimmerman,Plan/Bldg/PW Admin. Members,Renton Planning Commission Neil Watts,Development Services Director Larry Rude,Fire Marshal Sue Carlson,Econ.Dev.Administrator Lawrence J. Warren, City Attorney Larry Meckling,Building Official Transportation Systems Division Jay Covington,Chief Administrative Officer Utilities System Division Councilperson Kathy Keolker-Wheeler South County Journal Betty Nokes,Economic Development Director Pursuant to Title IV, Chapter 8, Section 100Gof the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m., February 12,2001. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record,take further action as he deems proper. An appeal to the City Council is governed by Title IV,Chapter 8, Section 110, which requires that such appeal be filed with the City Clerk, accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department,first floor of City Hall. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants,the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. i,l';y ,;p P -- Edmonds Preliminary Plat File No.:LUA-00-075,PP,ECF January 29,2001 Page 8 The Appearance of Fairness Doctrine provides that no ex parte(private one-on-one)communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. '1 1 : . . . . . . • • • . . . .. • . _ . . . . . • . . . . . . ..• •• . . . .. .• . NI:gat.4 ; -•,t7,—ro" r • t a A 415 . ':: D•Pi 24. c. .--•1 i„. ; --,g ..., - .--- 4 '. '' ••••••1-tr.••fil ' -"'. I.: • - :95,4. : 1 .4,4..11 ii % . . 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EDMONDS AVENUE NE • A BENCHMARK I , • \ \ \ \ \ \ \ % \ 1 ' ( • i / 500392J•W o- %Tr S0039 ` \- �- } —L_ _ \ \ 1 - -� _ _� ( • - / ,� / ) Z1----..-1 G23 W 450.00 I — — — 4'jI �-- - --- T�TJ_:''. }jam:, r- � 0(^ t'-°'-- --- ° >� Al%!;/J /�� yy.'S �..��; i� I�/ /�' '�� . r_�//�� / / --"'l__.%-�.•r. / f�,r r -J2, ;4��e1r�/_a��. `r _. _ • _ Z � / 'ae"ri `' ` ,)j• / /•/ ` /I li.N)4 _.,; le ---- ----- --— ita---"' -- — / „ --'""....> ' 12 1.-"----.1 s"---1c5.-- ..•-••• ....- CP/ I'w —I-____�.,=4— _-a_ tee— 7 i; \, / / / ,,r,....,,,•• (,a • �I, 0 =r 300�_ aim r__ - AO _ 1J�� Y y // / // 6 % / bt'JH�. `(// of I/ye�� —•--_— — _ / _-I^ 1_4///'10) �// 1 W 1 I M ri_/�-— �.�_—_� , �I��-# /. _ 28C I //`/`/ O' .��Li • L—) g�.�/m.��ir_ — ' ' - — — movie, -- — — I /` 2' �' I' / r 282 S'00,92J•W48a07/ /! / �� �•� T —o 2 / :;_ 21,{�-7` 7 is ;,1 , _.4. 0,14:V/ 0 .- • 1-1— // / ,SI t'N, � SLOPE LEGEND • //7,4,/ / - . - //,I OX 10 25X // / __/„....-v/7 .I / LA,I, / • `rC — — —L/ / I j/A 25X TO 40X / / j \\�\\� 40z tr SLEEPER / / / / • • / • !" fag /4 REV.NOV.TODO • ' ,r EDMONDS PRELIMINARY PLAT -g4p140 i TOUMA ENGINEERS SLOPE ANALYSIS s ex; 4 . HEST VALLEY RUMNESS PARK DWN.BY CZ DATE JOB NO. � 1 w,o eu scum win rLAa sow c-tar'ircNt w oeaur 7I9BSLOP.DWC MAY, 2000 719-008-201 .vy��Lef� PLA?ML(425)251-0ee0 TAX(w)rn-625 1 AL UP CHN).BY SCALE ' SHEET • SURVEY NOTES: • PORTION OF THE NE 1/4 OF THE NE 1/4 LIIA= • INSTRUMENT. N/KON TOTAL STATION DTM-A10LC SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. • (5 SECOND INSTRUMENT), .' CITY OF RENTON, STATE OF WASHINGTON LND • • METHOD USED: FIELD TRAVERSE Ill1H ACTUAL • • 2 FIELD MEASUREMENTS AND ANGLES .•.'. WAC JJ2-►J0-070 PLAT DATA NE 12TH sr o DATE OF SURVEY: MARCH 2000 x W BASIS OF BEARING: NE 12TH STREET BETWEEN CAMAS AVE.NE& TOTAL AREA - 77.481 SQUARE FEET(1.78AC) • x %• _ AP NE EDMONDS AVE NE(N89JJ22•W).:. STREET R/W DEDICATION AREA - NONE t {Si ,•, BENCHMARK: CITY OF RENTON MON/57 ELEV.J26,4J'(99.49614 ' ZONE - RIO �� N .FLAT BRASS DISC WITH',Y•AND A PUNCH MARK ON I GRAPHIC SCAI{E • PROPOSED NUMBER OF LOTS - 18 A CONCRETE POST MONUMENT DOWN as'AT.THE ,p DENSITY - 16 LOTS. BASED ON 10 DU/ACRE o �J 1 INTERSECTION OF NE 12TH STREET A•EDMONDS /8 BENCHMARK I AVENUE NE; ,, (iN 1TlT) tF� / GO.R. MOy/57 I L I 1 tron. so tL I 1sr`p ' / • EDMONDS AVENUE N vICINITY MAP — . 50059'23`W 47.J38' - -. - - �- - - - - - 4 �� IJYt 31.00. J2.00' J2.•. ; J2.00' J2.1•.' J2.•• 7 �. • Ems! - - - - p� ;, --� s 3',•1'4 J ' 0 :P J2. O.d�_ •Yp,. �ti�pi IN I • I I I I C17a�r yPv 716 O L •1 rdL y• I (p,� J K 159,91• tea•�' IN I I I I aLu I I I I I II �_ I •I g I I _�1:,0 • , ,• ^,/ tri��,, I� I •. I I I I Ou I I N } C•J31t !V tow I I °uT I 12 I r -_ C. O�ti :Y I I 'qv I •Mil 1 I I w l I I I tau I I I y I O;Z Ty is r/'r A t4� '', 1 F I Iiti. '• , I I I M t I I I II I I I I • I.30 J, •?.A 3 `, • , . >,' N I I I I • �tl,,•IP' 4 •5N I$ • !N 7 :N Iv8 1 f0 I 11 • - .Sa+ys,3(-YC v c:+1 Fi N St +1 y?.-ih ; 2 Ji fS 1 1 !.•I 4r ,`15 '., ,,.I, �' i� Ixx �a`' x2xxz x x �T r��' I I I I II� I I g l iJ i ` • I� • 4` I •tO��;h,, L_J L_J �'''P�-' J L_J L_J L_J L_J " •t�r a-vJ L_J I I Xj. 14 �'. °- v ��9 '.�� `�/ t- I r 26 PRIVATE t,... � • I, I. W I tt� fl "A 1 �' s oo `% ifiga=M— �11 . \ r 7 �� � S . '544 0059 2 \ i . r 3`W 4ea.o7' . LEGEND / .� J rear r— .. - J LINE TABLE D = 1 O H + 11 0 (, • CONIFER LINE LENC]H BEARING l N C- CEDAR TREES TO B6 R£TAINED.',�, L1 1,xJ6 .SIJ50J1'W L' I 8 I Qi7jP' I •• / L2_ 8.22 N42J1'S9'W • i a a I N I SU I CO` DECIDUOUS / • ' • �LI I N ' „ . I A -ALDER / rub I COT- COTTONWOOD / • CURVE TABLE • =] I I I M-MAPLE / ' I ; LP't,p' CURVE LENGTH •RADIUS DELTA TAN N I LEGAL DESCRIP•770N I / / Cl J9.5I' 2500 9072'4,S• 7524 • I I —'I r" BEGINNING AT THE NORTH LINE OF THE NORTHEAST QUARTER OF TH NORTHEAST QUARTER OF / / [{ I m SECTION 8, TOWNSHIP 23'NORTH, RANGE 5 EAST, W.M., IN K/NC COUNTY, WASHINGTON; 2 JO FEET WEST OF THE NORTHEAST CORNER OF SAID SECTION 8; THENCE WEST ALONG'THE NORTH / I BOUNDARY UNE OF SAID SECTION, 145 FEET; THENCE SOUTH PARAL EL•TO THE EAST BOUNDARY / I / OWNER/DEVELOPER I LINE OF SAID SECTION 6J893 FEET. MORE OR LESS, TO THE NORTH LINE OR MARGIN.OF PRIMARY I— -- -STATE.•HICHWAY.NO.,-2;-.THENCE.IN.A SOU7HEA$TERLY DIRECTION ALONG THE NORTH'LINE OR , ROBERT&NANCY FLORER MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 2, TO A•POINT JO'FFEEET•WESTERCY"OF•-THE-EAST — — / &✓OHN S. RANCHERO • I BOUNDARY LINE OF.SAID'SECTION 8, AS(MEASURED ALONG A LINE PROJECTED AT RIGHT ANGLES / 1222E NE 1121H PL 'Al TO SAID EAST BOUNDARY UNE, THENCE NORTH PARALLEL TO AND JO F T WESTERLY OF THE 7 • `KIRKLAND, WA. 980JJ I SAID EAST BOUNDARY LINE OF SAID SECTION TO THE POINT OF BEGINNI (,} EXCEPT THAT PORTION CONDEMNED IN K/NC COUNTY SUPERIOR COURT OUSE NUMBER 855879, •ENGINEER SURVEYOR 1 OR PRIMARY STATE HIGHWAY NO. l; AND' / / EN• GINEER/SURVEYOR THAT PORTION TkIEREOF BEGINNING AT A POINT 75 FEET NORTHEASTERLY AND OPPOSITE TOUMA ENGINEERS HIGHWAY ENGINEER'S STATION 48+00 0 THE A-LINE CENTER LINE OF BR 405, NORTH RENTON • 6632 S. 191ST PL, SUITE E-102 DA YTON INTERCHANGE; THENCE NORTHEASTERLY M/A STRAIGHT LINE TO A POINTIJO FEET WESTERLY / / KENT, WA. 98032 "'AND-OPPOSITE.HIGHWAY'ENGINEER S STAF/ON 2J+50 ON THE 116TN AVENUE CENTER LINE OF SAID./ / PH. 425-251-0665 - • PROJECT; THENCE NORTHERLY TO A POINT JO FEET WESTERLY AND OPPOSITE HIGHWAY I 7 ENGINEER'S STARON•3.T+1�5 AND THE END OF THIS LINE DESCRIPTION; AND • A VENUE NE EXCEPT THE NORT.....___IK•J0 FEET CONVEYED TO THE CITY OF RENTON BY INSTRUMENT RECORDED• , UNDER RECORDING NUMBER 7906250755.1 ' Si. I , _ EDMONDS PLAT TREE PLAN \R N.TO �;�°'*'�"G4 C, TOUMA ENGINEERS . . FOR - ABERDEEN_ AVENUE •NE cT .r:,� • R& R LAND INC. y, rah NEST VALLEY BUSINESS PARK DWN.BY 0,1S DATE •. JOB NO. r \ CITY OF RENTON MON/71 „o 6632 SOWN IOW rues SLAWE-r02•KW,WA oewr 71908PPL.DWC MAY 2000 719-008-201 TOP 2.5'DISK SET/N CONCRETE • ' MONUMENT(J/DO) ,:t er 1. PHONE 025)231.0665 rAx(620 231-0626 WV GOO.BY _ SCALE SHEET . 4 ov'2a ■/e/ot 3 M,H.T. - • 1"=40' 1. OF 4 `f )f f• i City of Renton PUBLIC Department of Planning/Building/Public Works HEARING PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: January 2, 2001 )_ Project Name: Edmonds Preliminary Plat Owner/Applicant Mr.Wendell Woodall Address: 618 Park Avenue North Renton,WA 98055 File Number: LUA-00-075, PP, ECF Project Manager: Steve Taylor Project Description: The proposal would subdivide an approximately 1.78 acre parcel into 16 lots intended for construction of single-family residences. The proposed lots range in size from 4,349-sf to 6,880-sf. The subject property is zoned Residential-10 du/ac(R-10)which allows a maximum density of ten (10) dwelling units per acre (du/ac). However, a bonus density of 13 du/ac is allowed if all units are detached single-family dwellings. The proposal has a net density of 10.88 du/ac. The proposed lots front on Edmonds Avenue NE and have pedestrian access from this street. Vehicular access would be provided via a private road connecting to both Edmonds Avenue NE and NE 12th Street. Project Location: The site is located west and adjacent to Edmonds Avenue NE, between Sunset _ Boulevard NE and NE 12th Street. - k Ept s ¢! UL r ,.I =.tom" —}}.9 �;._\,. fr 1 �g1 `i 249L_g, 246 =02341�,, 228 213 219'4.11411 ~ r'' NE II" �_�,�iBC''c3Q'� e 7N� `© :v ��;,.y1, � lE. I -----24.1 =_ .12dT 23C .-.' 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EnwE oMATS e -, _ tid k,1. , /�.� .. Iti• ° • .ram r W -- — . .Y- •=NE.•.107H „PL._ :i: �� i! zlW,: 11 Z �r O **A•+� y, 4, �L ck t{{ 15 r :Wp ��Ep�''''tttt����� z__ .,p.,_r� -; -> (�\J+ f15', �/��/,t/��/ �aJ J' ` City of Renton P/B/PW Department i-feumia,.,y Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 Page 2 of 9 B. GENERAL INFORMATION: 1. Owner of Record: Mr. Wendell Woodall 618 Park Avenue North Renton,WA 98055 2. Zoning Designation: Residential 10 DU/AC (R-10) 3. Comprehensive Plan Residential Options (RO) Land Use Designation: 4. Existing Site Use: Undeveloped 5. Neighborhood Characteristics: North: Residential Single Family(R-10), Elizabeth Place East: Residential Multi-Family(RM-C),Apartment Complex, Convalescent Home South: Convenience Commercial (CC), Convenience Store/Gas Station, Tavern, Restaurant West: Residential Single Family(R-10), PSE Substation, Single Family Homes 6. Access: Edmonds Avenue NE and NE 12th Street 7. Site Area: 1.78 acres, 77,461 sq. ft. 8. Project Data: area comments Existing Building Area: N/A New Building Area: N/A Total Building Area: N/A C. HISTORICAUBACKGROUND: Action Land Use File No. Ordinance No. Date Annexation 1795 10-6-59 Comprehensive Plan 4498 02-20-95 Zoning Code 4404 06-07-93 D. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Residential-10 DU/AC (R-10)Zone,4-2-110F. Development Standards. 2. Street Standards,4-6-060. 1, 3. Subdivision Regulations, Chapter 7. "- FEZh� L 'IT�1 LAW k � y HEXRPT.doc City of Renton P/B/PW Department , ;,nu,..ry Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 Page 3 of 9 • E. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element- Residential Options (RO) F. DEPARTMENT ANALYSIS: 1. PROJECT DESCRIPTION/BACKGROUND The applicant, Wendell Woodall, proposes to subdivide a 1.78-acre parcel into 16 lots intended for construction of single-family residences. The site is currently undeveloped and covered by second-growth forest. The proposed lots range in size from 4,349-sf to 6,880-sf. Lots would gain vehicular access via a private road connecting to both Edmonds Avenue NE and NE 12th Street. The subject property is zoned Residential-10 du/ac (R-10) which allows a maximum density of ten (10) dwelling units per acre (du/ac). However, a bonus density to 13 du/ac is allowed if all units are detached single-family dwellings. When the area for the private street is deducted, the proposal has a net density of 10.88 du/ac. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971 as amended), on November 28, 2000 the Environmental Review Committee issued a Determination of Non-Significance, Mitigated. The appeal period for the SEPA threshold determination ended on December 18, 2000. No appeals were received. The applicant will be required to comply with the adopted mitigation measures. 3. COMPLIANCE WITH ERC MITIGATION MEASURES Based on an analysis of probable impacts from the proposal, the Environmental Review Committee .(ERC) issued the following mitigation measures with the Determination of Non- Significance, Mitigated (DNS, M): 1. The applicant shall follow the recommendations of the Geotechnical Report prepared by Terra Associates, Inc. dated September 27, 2000 and the Addendum Report dated October 13, 2000, with regard to any site disturbance, preparation, or development activities. 2. The applicant shall limit site disturbance including clearing grading, utility and roadwork activities to the relatively dry months of April through October. If possible, site clearing and grading should be performed in stages, with the retaining wall constructed prior to clearing the rest of the site. 3. The applicant shall engage a qualified engineering geologist to observe the installation of all erosion and sedimentation measures at the site. Weekly reports on the status and condition of the erosion control plan with any recommendation of change or revision to either the maintenance schedules or installation shall be submitted by the project engineer of record to the Public Works Inspector. 4. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per single -_ family lot. The Fire Mitigation Fee is payable prior ito:recording the subdivision. ir. HEXRPT.doc jLLI' i � 111 �!J City of Renton P/B/PW Department - Prelimtr,,.ry Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 Page 4 of 9 5. The applicant shall be required to pay a Traffic Mitigation Fee of $75 for each average daily trip associated with the project. The required mitigation shall be paid prior to recording the subdivision. 6. The applicant shall pay a Parks Department mitigation fee of$530.76 per single family lot. The required mitigation fee shall be paid prior to recording the subdivision. 4. STAFF REVIEW COMMENTS Representatives from various city departments have reviewed the application materials to identify and address site plan issues from the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. 5. CONSISTENCY WITH PRELIMINARY PLAT CRITERIA: Approval of a plat is based upon several factors. The following preliminary plat criteria have been established to assist decision makers in the review of the plat: (a) Compliance with the Comprehensive Plan Designation. The site is designated Residential Options (RO) on the Comprehensive Plan Map. The Residential Options designation is intended to provide a variety of residential alternatives including both single and multi-family development in areas with established infrastructure. Multi-family units are limited to a maximum of 50% of the development in (RO) designated areas. Additionally, small lot single family detached units are encouraged through bonus densities. The following Comprehensive Plan policies are specifically applicable. Policy LU-51 - The net development densities should be 10 dwelling units per acre. If 100% of the dwelling units are detached, a density bonus may be allowed to a maximum of 13 dwelling units per acre. Policy LU-54 -A maximum of 50% of units allowed within an individual RO development may consist of attached units, which includes townhouses, and small scale multi-family units. (b) Compliance with the Underlying Zoning Designation. The subject site has an R-10 zoning designation. Density in the R-10 zone ranges from a minimum of 7 to a maximum of 10 dwelling units per net acre. Additionally, the maximum housing density may be increased to 13 units per acre, provided that all units are detached. The proposed subdivision has a net density of 10.88 dwelling units per acre. The net density is calculated by subtracting the public street area (13,347-sq. ft.) from the gross acreage of the site. The number of lots is then divided by the net acreage to arrive at the density of the project. The minimum lot size permitted in the R-10 zone for detached or semi-attached dwelling units is 3,000 square feet. The proposed lots range in size from 4,349-sf to 6,880-sf. complying with the standard for minimum lot size. For detached or semi-attached dwelling units, the R-10 zone requires a minimum 30 foot lot width for interior lots and a 40 foot lot width for corner lots. There is a minimum lot depth of 55 feet. All of the proposed lots comply with the lot dimension standards of the R-10 zone. The preliminary plat includes setbacks showing potential building envelopes on the lots. There is sufficient lot area on all the proposed lots for the intended residential construction. The R-10 zone also requires a minimum of 10-feet of landscaped setback from arterial streets. In this case Edmonds Avenue NE is classified as a"'Minor Arterial and Sunset Blvd. NE is HEXRPT.doc = City of Renton P/B/PW Department - Prelimn,ary Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF PUBLIC HEARING DATE:January 2,2001 Page 5 of 9 classified as a Major Arterial and therefore, must be landscaped. Additionally the R-10 zone requires that all setback areas be landscaped. The applicant will be required to submit a landscape plan, at the time of building permit review, showing how all landscape requirements for the zone are met. (c) Compliance with Subdivision Regulations Lot Arrangement: Insofar as practical, side lot lines are to be at right angles to street lines, and • each lot must have access to a public street or road. Access may be by private access easement street per the requirements of the street standards (Code Section 4-7-170). Lots 1 through 14 are configured with the side lot lines at right angles to the street lines. Due to the shape of the parcel, Lots 15 and 16 have side lot lines that are not able to be at right angles to the street line. Vehicular access to the lots is via a private street similar to an alley. Lots: The size, shape and orientation of lots shall meet the minimum area and width requirements of the applicable zoning'classification and shall be appropriate for the type of development and use contemplated. All of the proposed lots meet the minimum lot area and lot dimension requirements of the R-10 zone. The building envelopes (the area available for building with respect to setback requirements)on all lots are appropriate for construction of single family residences. Property Corners at Intersections: All lot corners at intersections of dedicated public rights-of- way, except alleys, shall have minimum radius of 15 feet. The proper radius at the intersection of Edmonds Avenue NE and NE 12th Street will need to be dedicated to the City. (d) Reasonableness of Proposed Boundaries Access Lots 1 through 11 front on Edmonds Avenue NE and have pedestrian access from this street. Vehicular access is provided via a 20-foot private street connecting to both Edmonds Avenue NE and NE 12th Street. Lots 12 through 16 front on the internal street and pedestrian/vehicular access are provided from this private street. Along the site frontage, NE 12th Street currently consists of approximately 20-feet of paved roadway constructed in the northern 30 feet of the 60-foot right-of-way. The applicant will widen NE 12th Street to 32 feet of pavement and construct curb, gutter and sidewalk. Additionally the applicant will provide an approximate 50 feet asphalt taper to match the existing pavement west of the site. A November 10, 2000, traffic engineering analysis was submitted by Transportation Consulting Northwest, which addresses the project's trip generation, trip distribution and entering sight distance for the proposed intersection with NE 12th Street. Due to steep topography on the one block section of NE 12th Street just west of Edmonds Avenue NE, placement of this intersection was a concern. A past project approved on this site (Sarang Baptist Church, LUA-098-180) but never built and the plat of Elizabeth Place LUA-99-150 (located directly North across NE 12th), had conditions limiting entrée onto NE 12th Street to emergency access only. The study pointed out that the recent installation (6/30/00), of 4-way stop control at the Edmonds Avenue/NE 12th intersection improves the safety of the proposed intersection by creating gaps in the traffic flow. Platoons of vehicles can no longer turn onto NE 12th Street at one time; each vehicle must stop and yield to other waiting vehicles to proceed. Additionally, the project will be clearing vegetation and widening NE 12th to a full 32' along it's frontage. This means that prior to descending the grade, westbound traffic leaving or crossing Edmonds Avenue NE has unobstructed view for approximately 1,300 feet to Aberdeen Avenue NE. This gives clear view of any turning traffic at the sife:driveway approximately 160-feet west of the Edmonds Avenue intersection. I . HEXRPT.doc LI � '�, aj ['� i'4g t1� ?t City of Renton P/B/PW Department . ,a�:.77niary Report to the Hearing Examiner EDMONDS PRELIMINARY PLAT LUA-00-075,PP,ECF • PUBLIC HEARING DATE:January 2,2001 Page 6 of 9 The study concluded existing conditions appear to offer sufficient sight distance and regulated traffic flows to provide for safe access at both driveways. It recommended the project access be approved as shown on the proposed plan will full access onto both NE 12th Street and Edmonds Avenue NE. The traffic report was review by the City of Renton Transportation Planning Section, which concurred with this conclusion. The Transportation Section recommended that the internal roadway be redesigned at the approaches to NE 12th Street and Edmonds Avenue NE to provide a less steep grade for improved sight distance. Staff recommends that the applicant establish a homeowners association or record a covenant to provide for the shared use and maintenance of the all easements, road and drainage facilities. Topography In general, site topography slopes down to the west-southwest. Slope grades along the eastern boundary of the site, adjacent to Edmonds Avenue NE, are generally steep to moderate with inclinations ranging from about 20 to 55 percent. Slope grades gradually flatten to the west- southwest with inclinations ranging between about 10 and 20 percent. Site elevations range from a high of approximately 320 feet in the northwestern corner of the site, to a low of about 272 feet at the southwestern corner of the property. The 40% slopes located on site were likely created during the construction of Edmonds Avenue NE. They are not classified as "Protected Slopes" because they do not exceed a minimum of 15 feet in vertical rise and therefore may be modified. Due to the steep topography, clearing and grading of most of the site will be necessary in order to construct streets, utility improvements, and to prepare building foundations. To assure the stability of Edmonds Avenue NE and NE 12th Street, the applicant is proposing a retaining wall from 2-6 feet in height along the steeper portions of the site. A rock retaining wall from 2-7 feet in height is also proposed along the western property line. The applicant estimates grading of about 950 cubic yards of soil material. Additionally, approximately 275 cubic yards of structural material will need to be imported for the road, building foundations and the structural wall along Edmonds Avenue NE. Terra Associates, Inc conducted a geotechnical evaluation of the site and a report dated September 27, 2000 was submitted for review. An addendum pertaining to the structural wall was submitted on October 13, 2000. The site is underlain with recessional outwash sand overlying Vashon glacial till. Soils are classified as Indianola loamy fine sand (InC)and Ragnar- Indianola(RdC). The report indicates that site soils will be susceptible to erosion when exposed and that erosion protection measures should be in place prior to and during grading of the site. In the opinion of Terra Associates, provided the recommendations of the report are followed, development of the site will not increase the potential for slope instability on-site or on adjacent properties, and the risk for such an occurrence would be minimal. However, due to the steep topography of the site and the need to clear nearly all vegetation, potential erosion impacts could occur during site preparation and construction. The Environmental Review Committee required several SEPA conditions regarding the timing of construction and installation of the Erosion and Sedimentation Control measures to mitigate the potential impacts from this project. Relationship to Existing Uses The subject site is located in a residentially zoned area. To the north, across NE 12th, is a single-family development zoned R-10 (Elizabeth Place)that is currently under construction. To the east across Edmonds Avenue NE, are an apartment complex and a convalescent center zoned RM-C. South, across Sunset Blvd. NE, is a Convenience Commercial (CC) zone developed with a Mini-mart/gas station, tavern and a restaurant. To the immediate west are an undeveloped parcel and a Puget Sound Energy,substation in the R-10 zone. HEXRPT.doc p� 6o C`J TOUMA ENGINEERS & LAND SURVEYORS 6632 S 191ST PLACE,SUITE E-102,KENT,WA 98032 TEL 425-251-0665 FAX 425-251-0625 E-mail Address:mhtouma@aol.com Transmittal Steve Taylor,S. Planner October 6,2000 TO: City of Renton Date:' 1055 South Grady Way Renton,WA 98043 SUBJECT: C:TY OF R F hlTUN NG Edmonds Preliminary Plat NOV 0 2 2060 Fsi FROM: Tom Touma Transmitting the following documents: As requested I am submitting (2)copies of the preliminary geotechnical report for the above referenced site.The report addresses the soil condition on site and recommendations for treatment of basement and retaining wall. If have any question regarding this transmittal, please call me.Thanks • • /off ASSO ,ls,.�.:: TERRA C ATES "i .f ' Consultants in Geotechnical Engineering,'Geology'.: and .:Environmental Earth Sciences tY. . • _ ' W ti1`use i� la , e���-� �� '--� ' ' ,October 13, 2000 `Project No:T-42,1-1 Mr.;Jeff Rieker Cambridge Homes 12228 NE 112th Place. = Kirkland,•Washington 98033 • , •` ,. • Subject:..,, ;.Addendum:to'Preliminary=Geotechnical Report` • Edmonds Avenue Site. Edrnonds'Avenue NE-and.Sunset Blvd.NE;. -Renton,Washington i Reference Preliminary Geotechnical Report, Edmonds Avenue Site,prepared by Terra Associates, Inc:, dated' September,:27, 2000 • ±` Dear.Mr. Rieker: -. , Based on our conversation with Mr. Tom Tolima:of Touma';Engineers and Land Surveyors,;we understand that,an approximately eight-foot highretaining.Wall will be constructed along the upper eastern-edge of the.site:to allow excavation of relatively,:flat, yard.areas east'of the 1 proposed residences: This letter presents our preliminary' • ' recommendations for construction of the retaining wall at this:location:',All other recommendations.presented in our ' _ Teferencedgeotechnical report still'apply. , A section prepared byTouma Engineers`and'Land Surveyors-shows the proposed wall located at the western edge ofthe:Edmonds .Avenue'NE .right--of-Way, approximately six feet:,west of,the existing ,curb. : The..proposed • residences are,shown-approxiinately 20 feet- west of the walla• Soil conditions encountered in the_ upper.eastern portion of the site consist primarily of medium dense to dense ;, sands with:Varying amounts-of silt, and dense to very;dense silty'.sand with' gravel (glacial till). ;Based on our, observations, it appears that minor amounts.of uncontrolled fill have been placed over portions of the slope adjacent . to,Edmonds Avenue NE'.. We encountered;two feet'of fill';in one of;the four test..pit _locations'(Test:Pit-TP-104) excavated in this portion of the',site.' We:did not encounter groundwater.seepage in any of the test nits excav t� at - the site. cnY o s dN RFCEIVED OCT 13"2000 1'2525'Willows:Road, ,Suite 101, Kirkland, Washington98034 BUILDING'DIVISION-• • Phone:(425) 821-7777'•. Fax,(425)821:-4334.•'terra@terra-associates.corn Mr. Jeff Rieker October 13, 2000 •DISCUSSION AND-RECOMMENDATIONS , • Based on our study,it is our opinion that the proposed retaining wall is.feasible=as planned. The'undisturbed•native.:.', soils encountered in our test pits are suitable for support of a wall foundation designed for'an allowable net bearing capacity of 3;000 pounds,per square foot (psf). Uncontrolled' fill,wil1 notbesuitable for support'of the wall ' • foundation.' :•If uncontrolled-fill is encountered at footing elevations, it should be removed, and footing elevations lowered"to bear directly on undisturbed native soil Recommendations"for wall design are presented in Section 5.5" • ofOur,referenced'report:' • . ; Asdiscussed, plannedwall .is"a roximatel" six•.feet",,from the,existing curb: of previously the 'location of.the pp " y Edmonds Avenue NE. - As described_in Section 5:3 of our referenced report, temporary,.excavations; Into ,the ' • 'medium dense to dense sands ;and,weathe ed glacial till-soils should be laid.back,to an.inclination no steeper:than • • 1:5:1 (Honzontal Vertical). .Excavations into the dense to"very dense,glacial till soils can be Made'at an ' ` of 0:75:1. With the planned wall height,of approximately,8 feet,the-wall.excavation-`at its planned location would , • ' extend at.least 6-to 12 feet into the roadway right-of-way." Based.on 'our conversation with`Mr..Tom Touma, we ' " •:understand that;there is.some flexibility in moving'the wall into the-site and away from the roadwayright=of--way. • If the wall 'cannot be relocated to a .position•that would•allow' the wall excavation' to be completed to the ; "recommended inclinations,`temporary shoring will be,required to support the excavation.'" :. The recommendations presented in this letter,are preliminary and-are based:on the topographic"plah_provided;to_us, . and:information conveyed to us verbally by,Mr, Tom Touma.,,We should':review design:drawings as they.become available in order,to supplement or amend.our recommendations as.required. ; We trust:this; information is 'sufficient for;your current needs.. If you,have any:questions or requite~additional.. • information;;please call. _ Sincerely yours;" TERRA ASSOCh TES,INC: John Sadler, Ra? ' �� Project Engin _ ol��� Aml Butail,P. '`" 0005 Priricipal'Engine ,} as Project No: T-421-1,. Page No. 2 , , s PRELIMINARY :GEOTECHNICAL REPORT , it'Edmonds,Avenue :S e -.Edmonds Avenue,NE and,•Sunset Boulevard NE Renton, Washington . - Project•No. T-4.2=1-•1, :t jt ? C ` oSD`S' ✓ • • .- � . I : • p • T o2. . L '.x. Y'r, y3 ..., - a Acrates nc.YT , rA { : st S - Prepared for: Cambridge. •• Homes . 'Wash• i n t• o n Kirkland September 27 2000 sY • • • _ o:.. :«:.::::,..vn,:...----,^,::,::::::.:. ::::...... .:.:.2:.:,.:::::::::.::,,.:::::.,„..,.:i.:: ....::. .:.. . . i.:: .x .x,.:' g i...ty.':tt:.yy:,:::::.:.>::: ..............�....,.. .............., ...:... ...... .. .. .. ..........:.:., ....:': ..Y:%i5£:f�%-0s ' -- . TERRA =ASSOCIATES Inc.,. - Consultants in Geotechnical Engineering, Geology - ; and ; ' Environmental Earth Sciences _ September 27, 2000., . , ' •Project No. T-421-1 Mr. Jeff Rieker.f Garribrid e Homes . , 12228 NE 112th Place" : : ' - , , r : , , ' ' Kirkland,Washington 98033 Subject: ` Preliminary Geotechnical Report • Edmonds Avenue Site• ; , } - Edmonds"Avenue NE and Sunset Boulevard NE" - ' •, - - Renton,Washington Dear Mr. Rieker: As requested, we,.have conducted,a,preliminary geotechnical,enginee'ring'study:for_the subject project. The attached- ' report,presents:our finding' 'and recommendations,for the geoteclinical aspects;of project design and construction.; Our field exploration indicates the site is generally underlain by medium dense to dense sands with'varying amounts of silt, and.'dense'to very dense silty sand to'sandy silt.with varying• amounts of gravel:':We did. not'encounter , 1 `,., ,groundwater seepage in any of our test pits.• . -, - - • In ouropnuon,the site'conditions encountered are suitable for the planned"development, -In general,:the undisturbed = native soils for structures,and pavements:, _ . , _ . - Wea reciate'the.o ortuni to beof i pp p ,, service'during this base of the project;and look forward to workingwith': •, P tYg 1? g ' -, you during.,the,:final.design;and construction phases. We trust the information presented. in this report is sufficient for:your current needs. If you have any questions Or require additional'information,`please call: • Sincerely yours;. ' 1 ..TERRA SSOCIATES;INC • Pao ecf En g g,Ge 5.'gist _ , , _ Theo T F E:_ _ ,, ,rincipa n e. • .,, `cc: -'Mr.Tom Touma; Touma Engineers and Land Surveyors , , , f ' ' . - - 12525 Willows Road, Suite`)01, Kirkland, Washington"98034 ' . ' Phone (425) 821-7777-• Fax 82'1-4334 ®'terra@terra-associates:com , ' : - TABLE OF.CONTENTS': Page' .. 1.0 -Project Description 1; 2.0 - Scope;of Work 3:0 Site'Conditions 3•.1 Surface 2 3:3; .• Groundwater 3: 4.0 Geologic Hazards .4.1 Erosion 3 4.2 Landslide 3. 4.3 Seismic 3 ' 5 0 Discussion and Preliminary-Recommendations 4 5:1 General 5.2 Site Preparation and Grading;" = -- ' , 5.3 Excavations 5 5":4 ' Foundations 5.5 :•-; ,-Basement and Retaining Walls:: 6 5.6-, -;Slab-on-Grade,Floors . 5 7 Drainage 5 g Utilities .•5.9 Pavements. g 6.0;' Additional Services = g 7.0 _ Limitations 9. Figures Vicinity:Map Figure-T - Exploration Location,Plan Figure • ' General Slope Fill.Detail , . _. . .Figure:3 App'endiz, = - ' • 'Field:Exploration and Laboratory Testing • Appendix A • • ' ; ^ Preliminary�GeotechnicalReport _ - Edm p. o ds Avenue°Site:;:.- • _ Edmonds Avenue NE,and'_S•unset Boulevard NE Renton •Washin' ton' 1:0 PROJECT DESCRIPTION,. z - The proposed'project�is''a-15,-lotresidential development. Detailed'building and:development plans are currently.:riot 'available.:�.A to o ra p hic site lan b _Touma En ineers and,'Land,.Surve ors 'dated December 1999 "indicates P g P P Y, g Y , "•i -several of the'residences.will be constructedd,with daylight basements: ;We'expect the':buildings;will.'• be wood=framed,r.' 'r - . and,will use-conventional'spreadfooting.foundations; - = The site will be accessed: from the east-off Edmonds:)Avenue'NE',and from the north.:off NE '12th .Street.' ` `. •Stormwater runoff will be collected,by roadway catch'basins<and routed off-site near the southwestern'corner'of the• property,to an existing storm,sewer along Sunset Boulevard NE. ':. ;`. Site 'radio information;is,.currer tl not,:available.:..'1-1Ovkever,the site tani-Providedto':u's indicates four-to six foot thick embankment fill will be constructed;for.the:rpadway'.leading-:into'the site 'from:Edmonds Avenue NE ,: Construction of,the roadway off NE:12th,5treOt will:require raising grades along.'the'western edge;'of the site by , .•approximately two;to'eight feet. :Cross sections on thesite plan'providedto,us.indicate`cuts;ofeight,to ten;feet will.; • be.:required for basement excavations iri:'.the eastern'portion of;the,,site The sections•-show,the slope' between,_ • Edmonds'Avenue NE and the:residences terraced'With,several:.flat or_gradedto a=relatively flat yard area witli.an,approximately,eight-foot high retaining wall along the eastern edge of the property. _ The;recommendations contained in the;:following>sections!of'.this., report are preliminary:'and J'are based on information:shown on the topographic site plan'provided'to•us:•We should'review design,drawings:as,they.become .available in order to supplement or amend our recommendations, as required: 2.0' . SCOPEOF`W.ORK : • :''On'September'6,,2000,we,excavated-5..test.pits to depths-ranging.from.8 to.,.12 feet below:existing surface grades: ' We also reviewed a 'geotechnical report prepared-by Terra Associates, Inc.,in`February.1987.' The."subsurface investigation for the.1987-study*chided.four.test pits excavated in the.southein portion_,ofthe current subject site:' " _Wing.the information obtained•from:the current•subsurface exploration..0.4 our,previous study,:we„performed"' analyses to':develop preliminary,geotechnical recommendations'for project:design_and-;construction ;.'.Specifica'lly;P : , this`report addresses'the.fohowing; Soil and groundwater conditions - • _ • _ Geologic hazards'., r Site arid'grading - Foundation design , September 27,_2000 _ . ' _ Project No. T-42.1-1' • • •. ",,Basement and retaining.walls , , ' _ Slab-on-grade'1 floors ,. Drainage Utilities Pavements , 3:0 . SITE CONDITIONS.. • - . .. `;The project site is�an undeveloped, approximately two-acre.parcel located west and adjacent:to Edmonds Avenue NE;,between Sunset Boulevard NE and NE'12th:Street,in Renton, Washington. The approximate'location,of the - site.is shown on.Figure'I: . . . The site,is bordered:by Edmonds Avenue NE to the.east,NE,12th Street to the.north, Sunset Boulevard:NE.to'the;, . south and a:PSE substation and undeveloped propertyto the'west::`In` eneral site-to p o ra p h sloes down to the' P g � ,. . P g P Y P west-southwest. Slope grades along,the eastern margin of the site, adjacent.to Edmonds`Avenue NE;,are generally , : . . .steep to moderate.withinclinations ranging from about 20 to_55 percent Slope grades gradually flatten to;the west- - southwest with:inclinations ranging..between .about. 10 and 20 .percent. Site.elevations. range,from a high of • approximately Elev 320 near the northeastern corner of the-site,to a-low of about Elev.:272 near_the southwestern , . corner:of the site. , The site. is'vegetated primarily with mature:deciduous trees, some mature.coniferous 'trees -and,;thick' brush undergrowth:, .We,observed,several areas,along,the eastern;inarginof;the site where fill'had-been dumped over.the slope,adjacent to Edmonds Avenue NE. Some of the fill appeared to`be construction debris, including large.slabs of asphalt. , 3:2' Soils. ; In general, • ''the soils,`encountered.m.the test pits consist of native medium e dense to denssarid to'sand with silt and dense to ,very,dense silty:'sand:le sandy:silt with varying amounts-`of gravel. The dense'to.very dense .silty • - •:•sand/sandy,silt with.gravel appears to'be glacial till We'.encountered,glacial till:Or glacial till-like soils:in.five of the nine test pits. We encountered approximately two feet of fill, consisting of light brown silty sand;with gravel, and some organic material.in Test Pit TP-,104.,.Test Pit TP-104•is located:onthe steep slope along the eastern edge'' :of the site. As previously'discussed, some of-the fill contains construction debris,including slabs of asphalt._ -,' ` Detailed descriptions of the subsurface`conditions encountered in the-test pits are.presented on the Test Pit Logs in.. Appendix A. -The.approximate test.pit•locations are shown on Figure 2 ;. , The Preliminary Geologic,Map',of Seattle., and..Vicinity,.Washington,-by H H..Waldron and;others..(1962), _., classifies the'soils=in the-vicinity,of the site as-recessional outwash sand;overlying Vashon_till;or;Vashon till: The soils we observed-in_the test pits_are generally consistent with these`classifications'._'. • Page No..2. September 27, 2000 - Pro ject-NO. T-421-1 3.3 Groundwater • - We did not observe:groundwater seepage:in any of the test.:Pits. , However, based on .the;soil-conditions we _• observed; we expect a-Seasonal perched water table will develop above the dense to very dense glacial:till and till = like soils during,the••wet;winter and-spring months. This will occur as•surface water infiltrates through the,upper - relatively permeable sands and,becomes perched on'the underlying, relatively impermeable glacial till and glacial. - till-like soils. When combined with a positive gradient,.the groundwater will tend to flow.;laterally along,the till :. . .contact, emerging at:lower,elevations as seeps,and springs: We did-not observe any indications:of obvious groundwater:seepage or:springs on the'steeper slopes or at lower site elevations: - • 4.0 r GEOLOGIC HAZARDS • 4.1 Erosion The soils encountered at the site are classified as Indianola loamy fine sand,,4,to- 15 percent slopes (InC),.and • , Ragnar-Indianola association, sloping (RdC), by the Soil Conservation Service: The InC, soils are.,shown in the northernpoition of the site.-The remainder of the site is mapped as.'RdC soils. ,The erosion hazard for-InC soils and RdC soils are classified as slight.to moderate and-moderate,.respectively.. - While we did not'observe indications off significant active erosion at t the site,-the site soils will-he susceptible to erosion when exposed. Therefore,:erosion protection measures; as required by the City of Renton, should be in: ; place prior to and during grading activities at the,site` 4.2 Landslide,. Portions of the. slope along the eastern margin of the site exceed•40,percent.. We didnot observe.indications of obvious instability;on any of the site,slopes. . • The steep slopes along the eastern,margin of the site appeared stable and.generally:supported,growth of mature trees,including relatively straight coniferous trees. In-our:opinion,provided the frecothrriendationS contained in-this, report are followed; development of the-site as proposed will not increase the potential for slope instability on-site ;.or on adjacent properties, and the risk for such ari occurrence would'be-minimal. 4.3 Seismic • The Puget Sound area falls within Seismic.Zone 3, as classifiedby the 1997 Uniform Building Code (UBC). -Based on the soil conditions observed and,the-local geology,-a soil profile type of Sc, from Table 16=J•.of the 1997 UBC, should be used for design purposes: Liquefaction is ,a phenomenon where there is a reduction or complete loss of`soil, strength due to an increase:in - ,.water pressure`.induced by vibrations. Based on the soil and groundwater conditions we observed, it is our opinion that the-risk for--liquefaction to occur•.at this site,:during an"earthquake is minimal. Page No. 3 : . September 27;2000' - _ • - • . -Project No. T-421-1 - , 5.0 DISCUSSION-,AND PRELIMINARY RECOMMENDATIONS';' • ' is . 5:1 General- `. 'Based on our study,,it is our.-opinion that'the site-is suitable for the proposed development. Buildings-can be':.: - . • supported on•conventional-spread footings bearing on competent native soils below.the topsoil and uncontrolled fill ' :If required, spread footings can also;be supported on structural fill:placed and compacted on the competent native ' ,soils. Floor slabs,and pavements'can be similarly supported.:,' : ' • : The planned roadway along the western.edge of the-site will'require,raising grades.by approximately two:to eight 'feet. .Due to the proximity of the roadway to the western edge of the site,-it appears that the downgradierit edge of , the road'fill-will have to:be structurally„retained. - Retaining wall alternatives include.a,Cantilevered.reinforced. - concrete wall, a segmental-block wall with geogrid reinforcing, and a reinforced-earth wall. ' The preliminary.drawing indicates the roadway retaining structure will be:located approximately ten feet,.from the top of a.rockery located On the adjacent property-to the west. We recommend that'we-,:review,final grading and development.plans as-they become,-available to dev•elop geotechnical.recommendations:for_ design'and,construction. .of the retaining structure af this location, and to adequately assess potential stability impacts'.to the adjacent - rockery. : Portions of Lots 1 through 9, Lots 11 and,12,:and Lot 15 are situated on the steep slope.along.the eastern margin of, • ', the -site. Available topographic information indicates,'slope'grades in,-this.,portion of the- site range between approximately-20 and 55 percent° It should be noted that the City of Renton limits removal of trees on,slopes of 40 ; percent and greater: , - _ ,The following 'recommendations should be incorporated ;into,'the'. project design drawings, and ?construction: -` specifications. These.recommendations.are preliminary and may be altered or augmented upon.review of the;final; ' plans. - 5.2 Site Preparation and Grading - TO-prepare the site. for construction, all vegetation, organic surface soils, uncontrolled fill, and other•deleterious materials should be stripped from the'proposed building and pavement areas: Soils containing organic material will not be suitable for use'as structural fill but•may be used;in non-structural_areas or for landscaping.purposes: ' ' The on-site`,soils generally appear suitable for.use'as structural fill. However,-some%of the `soils contain a :-, - : ' ' : 'significant-amount of fines (silt and clay size particles) and will be:difficultto compact as structural,fill.when too wet° The:ability to use the silty soils from site excavations as structural fill will depend on-their moisture content .and the prevailing.weather conditions.at the titre of£construction: - _ _ .. Page No. 4 - "September 27;`2000 • °.• r.. • P, o� ct.e' �No. T-421--1 . - _ • If the moisture.content of the on-site--soils cannot be maintained near:their optimum percentage,`or.'if.:grading: activities-must:take place: during,the:wet;winter or-.spring-months,`the owner'`should be..prepared to-import wet ; ;weather'structural fill: For this purpose,we recommend importing a:granular;soil.that meets the.following grading re uirements: :;; U.S.:Sieve Size Percent'Passin 6,inches 100 No: 4 :.175`maximum' No:-200 5 maximum* f *Based on the 3/4-inch`fraction: • ". h� l : xaniirie and test all'.matenals_im orted to site for use:as structural fill. ".., ' • ' ' •Pnor'•to;use,'Terra,Associates; s Inc. ou d e Structural-fill "should be laced on:a'horizontal subs rade•of UndiSturbed'native=soil-«in .uniform loose layers not -; :4'exceeding:12inches,"then''compacted to•a'minimum:of 9.5 percent:of;the soil's maximum,dry.density as.determined • • by ASTM•Test Designation:D-6899,•(Standard,Proctor) e:m-Thoisture content:of the,soilY-at,tke tune of compaction• should;be within two percent of;its optimum;,;as determined by.this.`same•standard:' In;non-sinictu al areas_or for backfill ir%lathy.trenches below.• a depth,of:4feet;the degree of compaction:could bereduced to 90 percent.,- . • ;Embankment':fill.will_be_:required-:for;the proposed_roadway that enters the`site off.Edmonds.Avenue NE; and,the: ; proposed roadwa Talon the'western,ed ge of the site: Embankment fills• laced,on slg es exceedin a rade of`20} percent must be:keyed-and benched into competent native soils: Subsurface drams mayalso;be:required: "The need< . for:subsurface-;drains-,should:.be evaluated m;the field at the time:•of-construction.-�A general slope fill;detail presented•on;Figure;3 ;•- • • All ;permanent .cut":`arid fill:';slopes; should;::be. graded,with' a` finished inclination, no ';greater' than 2l. ; (Honzontal.Vertical). .Upon completion:of.grading, the:slope•face should be�appropriately vegetated.or,provided with..other,physical_means:,to guard-,against erosion; Final.grades at.the.top.'of the slope must,'promote surface drainage away from the-slope crest. - 5:3 Excavations Ail excavations,_at the "site."associated.with' ,confined'spaces;_ such;,as utility, trenches;''must'be:'completed°in:. accordance with .local, state;. or .'federal requirements: Based on—current Occupational--Safety and I-ealth •' • :::Administration°(OSHA)' regulations;:the:medium dense,':to dense•sands and':weat.hered.:glacial,-ti11; soils would- generally be classified`as.Group C;soils,',The very'dense•glacial till and glacial till-like:soils-would be classified as Group A_soils: • While..`our test`p its.did not•encounter' 'roundwater, seepage.may be encountered iri excavations extendingo t •the till= like soils (encountered'approximately•5 to1l fçet below the ground;surface),•during,the,wet winter'and,,,spring - months: 'Accordingly-,for adequately•dewatered excavations:more:than 4 feet and less:,than 20 Meet-deep,:the side „'' slopes of.the excavation;should be-laid back-ata minimum slope inclination of 1 5:l,in`Group C soils:.: Page'No:'S'' . SePtember 27-2000'", f Project No::T-421-1 ,,.'Tem;orar;.excavations-into tlievery dense.glacial-till-soils can bei completed to'_aninclination`of 0.75:1.. If there is 'insufficient room Complete.-the,excavations in this"manner or if excavations greater than 20 feet;deep are planned,„ :temporary shoring.may be necessaryto support the excavations,:Properly`designed°,and anstalled'trench boxes can. . : - be used support utility:trench • ' :. - -. inf rmation is �rovided solel :'for'•the:benefit of the owner-and:other'-desi n consultants_sand-should-.not-be. This o p y construed to'imply that Terra Associates, Inc:'assumes responsibility for job,site°safety:- It is,understood that job ty is the sole responsibility of the project contractor.`•- :Site safe ' Foundations... = Spread Footings, The'buildings may_be,.supported on-conventional;,spread`foundations.::bearing on,competentnative:,soils .structural:fills`_placed,above competent native,soils,:as,recommended_in;Section 5.2.:of,this` ,report.' , Perimeter ' `• fou tndations'shouldbe placed a least•1;8'inches:below;final exterior.grades for-frost,protection: .'Interior foundations, . can be constructed at>any.converiient"depth: We recommenddesi " iiig:'foundations'foranetallowable-bearing capacity of 3,000pounds-per::squarefoot.;(ps fl. „.For:'short-term loads, such yas'wind and seismic, a one-third:increase in thus allowable,-,capacity can be-used. ,For • ' expected'buildirigloads,_foundation settlements-shouldd be-less'tl an one-half inch.:: .desining foundations,to'resist,lateral. loads;',a.base',friction coefficient-of,'0.4 can be:.used:-;.Passive earth -'-pressures acting,on-;the sides, of;the footings and buried:portions.of the foundation.stern walls; can also be ' considered. We recommend calculating this lateral.'resistance using an'equivalent fluid,:weight of 300`-pounds,,per.- cubic:.foot (pef).;:'We:recomiriend not including the upper 12 inches of soil in_this:computation.because;it.can.be._ ' - • affected by weather or disturbed by future::grading activity This value'assumes'ihe foundation will be:constructed - neat against:coinpetent,native;soil'•or backfilled'with:'structural fill, as,described in. Section 5:2:of:this`report.: •• `The, assive.valve recommended'includesa safety;factor of 1:5''` _ • ,i . 5.5' :Basement and-Retaining Walls • . The'magnitude of earth;'-pressures'developing -on basement.or retaining walls wih':.depend;on =the 'quality..and 'compaction;of the wall'backfill: We recommend.:placing and compacting'wall backfill:as structural'fill: :Below:' improved areas;such as pavements.or floor slabs, the backfill:should.be compacted to a minimum:'of.95 percent - its maximum 1dryuriit:weight,'as determined by ASTM:Test Designation,D=698 (Standard Proctor) In unimproved. _ areas;the relative.coinpaction can,be-reduced'to 90'percent.:: , = To;prevent:h drostatic,`pressure development,wall:drainage,must.also':be installed:-. Drainage:behind basement_ p Y � ;walls can be:provided by.attaching_prefabricated wall`drainage panels, such as:Miradrain 6000,to the outer side'of .the wall, or by -backfilhng the wall with, a clean:."granular:material, such:as •pea gravel; .'A;foundation'drain; ''consisting of a four-inch diameter perforatedPVC-pipe'should be installed_at-the,base of the.�wall for collection and • removal,of'.the intercepted..ted g `roundwater-. The foundation`.drain should be:surrounded by at least six',inches of pea . . .. gravel. All drains:must 'drain;_to:'a.controlled;point°of approved;discharge: ;Cleariouts; should'-be:.installed:.at . °.appropriate and.easily.accessible:locations along the.drain alignments: .Thesecleanouts should be'serviced`at least . once each year: Page:No'. 6.. ' - _ .• ; , September 27 :2000: Project Ni. T-42'1-1'_ With:-wall ,backfill ;"placed: and;,compacted as 5recommended;;and.,drainage properly installed, we recommend ..designing`unrestrained,walls`for:an active",earth ressure •.'e quivalent:to'a fluid'wei`hin 35 `�cf For res trained . P q g g P. •,walls,an additional'uniform.lateral pressure.of 10.0,ps'f should;be;added:_ These values assume a.horizon"tal backfill' .condition arid that no other surcharge loading,'such as traffic,-'sloping.embankments Of adjacent:'buildings,:will act on the wall: If such<conditions will exist,then the'imposed-loading must included in the design `I ' Friction-at the,base`of foundations and passive earth pressure.,will provide resistance to:these lateral loads: Values: for these parameters are„`provided in Section 5.4 of this,report. 5:6: Slab-ori-Grade�Floors ' ' • Slab-on-grade'floors may',beS'-supported.on'subgrades•.prepared as-recommended.`in,"the Section,.5,2,of•this.report. _ `; Immediatel`'below't a floor•slab we recommend lacin •`a four=inch thick.ca •illa ;break layer of clean free draining sand;or,gravelLhaving`;less=ahan three'.percent;passirig,the No:-20.0 sieve. ,'Thismaterial-:will reduce the potential for.upward capillary movement of water'through:the underlying:soil and subsequent-wetting,of'the;floor slab..-Where moisture.by,.vapor transmission.is undesirable,-a durable.plasticmembrane should=be placed over the capillary break: ,-. - • material..�.'Fhe'rtiembrane should be covered with two iriches,-of clean:moist -sand.to;guard'against : = ry damage during construction and."to aid'-in-curing.of the concrete: 5:7 Drainage, Surface.' Final exterior;grades should free.and,positive drainage,away;:from the,building'areas:,..... e=recommend pioviding`a:gradient'Of at least three percent for a minimum distance of ten feet from the buildmg perimeter,except = •.iripaved location's:'.In,.aved_locations r a minimum radientof.one_ppercent should.be `rovide'd unless -_rovisions-are included-for collection-and'disposal of surface,water adjacent to-the:structure :.`:. Surface;watermust'riot:.be allowed'to_flow uncontrolled over the crest of site,slopes'and•embank'ments:'Surface water.should be directed.awa' from,the:slope crests,to a_point of collection and`'controlled-discharge.: If site grades y do not allow-for'directing'surface water;away from the:slopes,:it should be-collected'and tightlined'to the bottom of the slope in a controlled manner - Subsurface,' I'.•We recommend installing a,continuous.:drain along`the'outside lower-.edge'of;the.'perimeter,building;foundations. The-foundation drains and' roof downspouts should be;tightlind,e separately.to an',_approved discharge facility. ; , Subsurface drams rtiust;be.laid`with a-gradient sufficient;to p omote posit ve.flow.to a controlled,point.of.approved discharge All:drains should'be,provided with cleaiiouts,at'easily accessible locations Tliese cleariouts should`be; serviced at least.once each year: _ Page No;T Se p tember,:27 2000 .• - ••ProectNo'.T-421=1 5.8 Utilities' Utili' i es`should be bedded and:backfilled m accordaiZce with American'Public Works:Associat'ion APWA or: City of Renton-specifications::"As a.mmimum;_trench backfill1should.be:placedand compacted as structural,fill='as described':in Section 5.2'of'this repoit: If the soils excavated�`on site are free}of excessive deleterious"material - debris:and are,not-excessively moist,they.should be suitable for use-as.backfill rnateria''1 :,:If construction takes=:place,' • during winter or spring,it'may be necessary to import structural"fill for backfilling`purposes • Pavements-should be.:constructed:on sub" rades t1 re tired=a's described in Section 5_:2'of this,re p ort'. 'Re ardless of P_ $ the relative com action achieve'd,_the,sub "rade,must be'firm'and`relatively;unyielding:before'paving;- .'Proofrollirig P g the subgrade:with,heavy.construction equipment should be completed towerify this,condition • The;thicknesses of the various coinponents'of.the pavement depend on the subgrade:soils'and the'.traffic""conditions'_ to which"the pavement will be;subjected .'We expect traffic'to mainly consist',of light passenger vehicles with only•;, occasional heavy`servi'ce vehicles: Based on'this information and-a properly prep"aced'and stable`s'ubgrade;:"we, mend thefollowin a�eni nt Sections: - - • • Two inches of-as halt concrete AC over.four,'inches of.crushedrock:base CRB• p .( ) ) Two'inches of AC over:three,inches of as' halt-treated base. ATB • All: avin °;materials should ;conform :to,.the<•Wasliin` ori. State. De 'artment''of`Trans `ortation'' S'DOT ' s`ecifications for`Class B1.a's phalt'concrete ATB.and_ 1tB; "Lon -term avement' erformance:will:de end,on.s`urface drainage. ,.'_A.,poorl -drained p avement."section. rem w the.subgrade'soils•LLarid reducing their;,:: .'-- supportmg,.capability.' To improve•performance;',we'recommendsurface drainage,gradients':of at leasttwo percent. Some.elorig itudinal;arid;transverse;crackin' „of the .pavement surface=should_:"be.''ex ected;;over.,t me: ;Regular;'_, .. - m intenance should be lanned'to seal cracks'when the 'occur:. a P • Y • 6:0' ADDITIONAL`SERVICES ssocs, . o ., . ' d veri�y that earthwork the: final':deign and`-s ecfications norero , , foundation recommendations;have been"properly=interpreted and incorporated"mto,pr.'ofect design-and,construction.`,,. , We.should.also,provide;geotechnical services;:during construction m• order to"observe'compliance,wrtli`the•'design Lions" and:recommendations. :Thi's-will:also concepts; specifics ;. allow''for-'desigr%changes';if'subsurface conditions'„ differ`from those antici aced rior'to the. start of:construction: P prior September. 27,'2000. . • 'Project No. T-4211 7.0 LIMITATIONS :'We prepared this report;in'accordance"with generally;accepted geotechnical,engineering'practices.: This,report"is the property of Terra Associates, Inc: and is:intended for specific application to:the,Edmonds Avenue Site project. ' This report is for the exclusive'use of Cambridge Homes and their,authorized representatives. No other warranty, expressed or implied, is.made: ._ The analyses and preliminary recommendations presented in this report are:based;upon'data obtained from the'on- site:test pits. Variations in 'soil conditions can occur,the nature and-extent of which may"not become evident until` construction_ If Variations appear evident, Terra Associates,: Inc. should .be requested to re-evaluate the: recommendations in this report prior to proceeding with construction. -. ," ' , • • • • • • • Page No 9 N 31ST' ST'- ��•; NE .31Sii. ST I 'a v� /<' �3�y< 'EFE 4ey •\Yw}ti m y 7- i'MY.+:, ;�*A x -\\ X .S;v1=",..' ` 'S2J• • ' N' ETH. • . ST I I ,CREEX''1r 41i1.rh 5,1 fi. - sE4 9)no.-l:.,.:..�;;,, it•,; : ,�t,W1 , I ..vARK,': r:x, rr1,.4.T '` s .Tao' ,:z.P":',:._,r ® 29TH ST o',pm,,, 'I ❑e - : Sre •:,"- ,i+i• :,, • .vog �. - � �.M ar'h J't�-�.aL:�'1'r,•'=.z..a•4v..-._ :; 't::�'::.;rr• .i, ,.+'y'.+'N�_�,. � �` sf t. 28TH 'PL E Rirc , T�'r"-. 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'(;7!\,.:. �'[ z a 2 XE uel« HE' 10 1ST- HIGHLANDS to -,.ei:;E • 3800 .:I LI S .. u•;,. .Q = .5r • - ;PARK :.F-Q .S� - ` ''NE f��, V 11..'4L1 63 TM -_' 'Np Pr"y .j �:P XE\p f �, .,i o0 ac '?`' < � o aior E \%h ,• vrx,sr. !: - 2,NE • ' _ a.. • ziST - BOAT LAU CH, ' z, 2400 z6.A P L" ET • 4, XE 16n' �'3800' sT let,. - w ? / Eli efr Q. f ,• , A L• ' z NE H •w NE ,3TH PL e" ,• •-o NE 14TH 6T EEvr ' A'. 14TH e o $T, •,aq m sr- , c. •.,,,, ; . - GENECOIILOIfn' 0 51 S > sT fe ��/1co,; i,• , �a y�NE717RIACw' I NE-' 12TH y 57► n g 12TH ST . : \ •`B y Y'_'P �. ,. NE. 2100 _ I. sL LsEr- 4': pi , 3410. w l. i .A.3700 11'i I - ' \. �� cv vXw' PO'• N. 11TH .. -< NE'1ITH ,:'-- =177 ` 900- _� uTN® , 5T= 5 .z ',g 3- "i• •o v+ NE 11T.t , \, ER EER' / N. 1001" PL o ggg XE m g - . ./ r N:E 14M .W IOfN EE ; ).�1. ■ ,w. /' Pa.',�'t�a��E .n ' NE IOTH��.. - R,��`: _ r 33 NEb/orNai til< NE- \ I, is RNx \ �, .3- p•1 ._ NE MOTH -LN flE \� F '• �'e NE IOTN'$T NE 9d •' ' - •1.�• ,t/ 91 W S 2 �' „� 4'9 �F KINANIS'' - p 405 4� -.,NI L, FS NE - a. J ri: rM -P4 P,iRK6 , _ z. V: J NE P - -Wv . M (l o.• o Q�'. •,.4 :.., e ; -_ -'; '.`) - t. � nt 0 -J. 'o -li' I? `� `E BIH�.,. ' EJ' - - a N '-. :TH ST, —W IDy E • HIGN'.OS'. z � °`< So° NE .8TH 'ST CT. q a E - .. } .1 ;P.AR& - - 1.- n NE 7TH .HE. .- -- • - - Y _ . 9lIO '•,.• 7� r -, : .2 NE bl" •�°O w NE' 7TH .ST a • ST4 V vL o , ,••. .a r3< . Nj 6��a ,S.• .:- z� ._� ., NE 25 N'� XEetx� 4 W �� 7TH'.-g ,, na'r� m S c.' `c. 1 :;P� f NE 7. sire _ • NE tH 7T• S. a ,o el.4., NE 6T y' �. . sni tr• ,o t•; C4gxs,NE E ''- • 6TH W Pl. ✓ ' .. W ..z r v nF 0 0�'' 1".'E TN r ® o NE z i =- -6 _ , ' 6TH $T 7AV/j - 1i',•^ .'MINDS _ ¢\• N 6SF - E 1,, ''XE a1N r NEr'"b•W1TN.a - i' 1 Q • : ",o�?enF�P NE '^��-�a5 o io;j 9JAAVNE�6 NE ' • I • E ST • o� F v NE:IZ 5- YM Ty � ..,, a'- /�f' ,` INOS��NINOSOR"¢ c`r , � . ' ,¢7� �. Hv '9O0 - M ST NILLs_;,, EER1NOA. ri �' -N E.'■. COLLN CAL ' o r-. Z g _ 4TH ' _+•ST o ni? PARK,:-',:_ a-CT' 4TH' Y . o' 1100 �IJ, ?2�. - � 2;00 ,,.N 1 _ 4L00 • . . z.wal. F'sv2` 2 �' ti z .i.. „ GREE 000 3RD a Q�� m 4O5 o S'S -; H TRIAL ¢ NE 3RD CT r / C� �� PARK m H. vun szrz� - 1 ♦� 1�} STD .4. •`' 1` � i_ 1 ,L_:- ZND ST '. . •' vw.2D'PlNE l_, U.ICUI 9�� "��{1 110U ��' jA00. '®. - - _ ' ;� 5.:, sr .01' , '/�� 1 . _' .., LEISURE•- - _ .. s da1 > J':LI8ERIY• 1,-,: , - ¢'3C. ' .i AK'UNT -G' �. al a�(, PORK;• ;,<n:..n,. \ 1c ` OL IVET.' •,' 1 V, ESTATES • • SE 1ST. PL i I . . -- - ' •,.. - I ST -1{1`R v f A,ECEENR, , O,P CENErERY - P • • REFERENCE':` ;.THE'•THOMAS GUIDE, METROPOLITAN..PUGET. SOUND,':PAGES'626 .AND :656, .2000 EDITION. 'VICINITY- MAP •. - . ` TERRA ' EDMONDS -AVENUE SITE.::- - - ��������; ASSOCIATES _ RENTO.N;''WASHINGTON., Geotechnical"Consultants" - L. Proj.No:,'42'1=1'_. . Date SEPT, 2000 • .Figure: 1 i " EDMONDS A'VEIV UE NE O---5s— ss ry 4i N/ 1 N � -- �ss.W— — �`�s_s - --- - ss'W-'"Nj —.. „ss_W—_ ,o]_ _ss -Mo _ M ss W(. - . _ �p - . SN ryvo W_S S Ng _ N.vSS— No SN cv ss .ry v,i43 SS ;- —------ - -= -, N1 W W W vv Jed • 3t z . I 1I I } .. - _ T P - DTP 04 — 05s I _ z1 6 g /TP=I QL _ 3 _ �O -I 4 5 7 -.: -. r ,0� 34 f f I i 1 14 10 i TP-6 /, s. .I •-1 -I-- I ! U' I -- - — --. _ tip -- -= . __ ° �'. y' , -�— — �. �; i ry�o' 278 ago. ®TP-2 ' _ - o � i I I I` I �� ry ry ti / c / APPROXIMATE SCALE 50" 0 50 ; :.100 feet GI — : :; LEGEND: , • . . _ .' _ . 'APPROXIMATE CURRENT TEST PIT LOCATION (09-06-00), EEI APPROXIMATE PREVIOUS. TEST PIT LOCATION (12-17-86) • REFERENCE: SITE. PLAN PREPARED, BY TOUMA ENGINEERS & LAND SURVEYORS, JOB No, 7910, SHEET•1 OF 1, DATED DECEMBER, 1999.. EXPLORATION. LOCATION., PLAN s..,.. � <M ASSOCIATES TERRA EDMONDS AVENUE .SITE , - . : ���� . - RENTON, WASHINGTON otechnical Consultants Proj.No. 421-1 Date.SEPT. 2000 Figure"" 2 .. -,- - - STRUCTURAL.FILL - - ',REVERSE"SLOPE TO DRAIN" - o T•OE'OF.NEW:-SLOPE - _ ` 1 ' . . EXISTING` ` } ' SLOPE:TOE � 2�=�•' ��: . � . ; Ntit„ TYPICAL,SLOPE BENCH' 1 ' • - r (MAY- REQUIRE SUBDRAIN IF-,SEEPAGE.•,. .. :;CONDITIONS;ARE INDICATED)' - '` ili '' `! - - :TOE-BENCH-CUT AND:DRAIN (SEE 'NOTE. )c KEYWAY AND DRAIN'.(S ) . '.. N '0T :TaO ;5`CALE NOTES: .. - - . 1) DRA(NS, SHALL CONSIST;OF•6- . DIAMETER • PERFORATED' PVC'`.PIPE::ENVELOPED" ' IN:;1'''cu:;:ft... OF. WASHED`.1" MINUS DRAINAGE GRAVEL.:; - , . - " 2);;0 ':TOPSOIL'REMOVAL:THICKNESS:.BETWEEN"KEYWAY.AND:BENCHES.` © .•VERTICAL ELEVATION- DIFFERENCE BETWEEN TOP OF LOWER.-BENCH, , ':`' , - .BACKCUT-,AND UPPER BENCH _ELEVATIO:N. - • : - _ GENERAL-.SLOPE FILL --DETAIL' . . r ^= TERRA - . ED.MONDS' :AVENUE' ''S'ITE. 2 ���\�. _ASSO CIA YES ' ,RENTON';_ WASHINGTON', . , "otechnical .Consultants, ' ' Pr -421=,1 'Date SEPT.'2000 Figure' '3 ` ':. ' ''''' '''' :APPENDIX A: Fr ' ' - ' '''' '-'-'''' ' '' '''''''''''''''' :''IELD EXPLORATION=AND LABORATORYTESTING - t' Edmonds Avenue.Site Renton'Washin.�ton `On-`Se'tember 6, 2000, we'performed.`our;:field';ex loration;.usin•-a.'track-mounted hoe.;'-'We,ex'lored,subsurface `•,,, , soil conditions at_the:site.b ..excavatiii" 5,test. its to"a'maximum:.de..th-of'1 ,`feet;•'below exist'ingrades >`We' :;augmented our recent::'field,ine.vestigation by'reviewing`the':logs`of fou ::backlioe test,pits,excvated-in:the souther portion of the site,by our firm.-in-December.. ,:.:.' The locations of our recent and;previous.test pits are,shown on; Fi ure-;2: -Tlie."tz.est:" it':locations::were'-ap , roximately.determined=b measurm from;existin'` site'features arid' - , �g P• PP.. Y ,Y g.• • ,g, ad'scent•roadwa�s'and`structures:.'�The test' it to s are `resented;on`Fi 'urea A-2throu h A-6: : . Y p g ,P. . , g 1:'An engineering.geologistror:engmeer;from our office mamtameda-log,of each test pit,as`it,was excavated, classified', • , the soilconditions encountered,and,obfained representative soil.-samples;.'All'soil.samples=were-.visually•classified in�accordance:with`.thetU ufied Soil classification.S`stem:•�A,co :.oftliis:classification'.is 'resented on.Fi ure A-i: ' Y PY. P, $ Re resentative soil:sam`les'-obtained`from.the're,cent test its:'-were;, laced.in'sealed -•'lastic'.ba`s-and•,taken'to our-;`-.`;' , . • P : . P p P• p. '., . _ laboiatoiy;for;fiirtlier�examinationarid;testing:''°IThe;mosture content.ofeacli;sample"was-measured and'is-repoi;ted; •, � �,"\ �:.` on•the test:pit.logs.``Grain,size analyses were performed on'six'ofthe samples.`':The results are shown',on,Figures A=7 h� -9 throw A Project N'o.rT=421=1. - ;,`, • LETTER r. - . - `MAJOR'',DIVISIONS`: - - TYPIC'AL, DESCRIPTION „ Clean = -- Well7graded;gravels,,gravel-sand::mixtures; littl:e..or no: ; . . 'Gravels._., �'f nes - �' ;GRAVELS'_• _ , Cl) '.,a� ' ' less.than '- , .: J ".o ( Poorly-graded gravels, gravel-sand mixture's; little'or::. — *-,aj_ 5%o.',fnes G.P: no',fines: -°. ca. N. More'�th ' �:' . . _ _ . , .(/), ' , - '50% of-.coarse. - - Sil ravels'';- ravel-sand-silt..mixtures"'non-dlastic' ' fraction'r'is GM :9. 9. P .` ai Gravels fines::,'. -.0" •a�,>; la't er th n'No.' W ..,.•m 9 a• with•fines-" Z' : . 4 `sieve • " Cla a ,ravels 'ravel-sand=cla�/'mixtures' �lasti'c-,fnes: cp :: Clean' _ °SW:- -Welt graded sands;;.gravelly sands;`little,:or;no`fines:' C9, SANDS: 'Sands o:. w'> C Z` `_ _ ; • (less than' -:Poorl -- raded=;sands;':or:gravelly sands; liF. ttler or,:no' - co �+ Y.9. `� . ,: More=than. 5%o:.fines. -., .a7P,',." W . , `= �� - . . fines: ;':' :z,Q �. 50%•-•of,coar e j fraction>,is S'il sands; sand-silt--mixtures, non-plastic.fines.._- o`' •o: ':SM, ri , U " smaller:than Sands.. , 'No: 4'sieve, �with',fines Cla-e•` sands;-wand-clay-.;mixtures,=plastic fines; - . :-.Sc-, Y Y -. -, _ - `Inorganic,silts,' rock four;:clayey. silts with slight, c°. SILTS'"AND CLAYS: ,,plasticity,: 1 ,J .ate=Pti` r. O' _ Inorganic cla s of low'to::nedium lastici (lean clay). E ' Liquid'Iimit',is':less:than 50/9,_i oz N;- _ Organic,silts .and or an. cl y,. `of:low, 'lasficity. .w Q.L 9 9. _ Y,. P Z' co ai �., Inorganic"silts;,_elastic: m' ;SILTS AND CLAYS' Ir " i l y ;:h " lasticity.fatclays 'no anc clays;ofih , ;Z -.o .co__ ;Liquid•limit is:;greater'than 5Q/o _ Or anic<clas' of':hi h lastici PT Peat: �HJGHLY ORGANIC_;�SOIL:S ..�-� DEFINITION OF'TERMS';AND:-SYMBOLS. - .Standarcti?e,netration I,' uJ 2",OUTSIDE DIAMETER'SPLIT . >`7 ' Density ,; Resisfance in Blows/F , ... I,: - � ;SPOON.SAMPLER. _ - (T ,• p4:- 2,4";INSIDE DIAMETER'RING'S AMPLER ' - -Very;.;loose '' 'j'L OR.SHELBY TUBE SAMPLER; _ ,. .o- Loose 4=10.: Medium`dense 10 30 ;t "z - Dense 30-50 . Z',:: ; WATER::LEVEL (.DATE).' .Ve dense,;:,,' 50. •�-` �� � Ti,::= . •TORVANE READINGS:"tsf:: a r enetrationr P PENETROMETER`READING, ,tsf. Stand rd'P F`. �. Consistency Resistance_"in..Blows/F t -_ :. ``' • is :DD_ DRY; DENSIT-,-_,. ounds per,c•,,. foot ',Ve Soft'. . ;0.2 /LL: LIQUID LIMIT, percent , Soft 2-4 z. -Medium•stiff :4-8:• _ =RI. -PLASTIC,INDEX 8-16 N` STANDARD PENETRATION;;blows`per`foot rY ,. •Hard >32=. N •SYS EM. UNIFIED `SOIL`;GLi4SSIFJCt4TI O. . .TERRA _ , `EDMOND:S":AVENUE �.S ITE - N�. .- I TO =:RENTON WASH NG 'ASSOCIATES"`.. > - - , GeotechnicalConsultantS t _ Figure A-1. _ 'Pro' _No:`.P.421 ,1 Date'SE.,.. _i_._,„ .Fig- • • Test- Pit No: :P=101 Logged oy:.,JCS'_ •• :. f Approximate Elev. 310 -,,,,Date:.9/6/00' - • Depth - 'Moisture (ft:) .Content • • • Soil Description' ' -• 12•inches duff and topsoil.„ - Light tan.to light gray SAND to SAND with silt;fine;grained, medium ; - '--'-dense;dry: 'With-occasional,fine gravel:-_`(SP/SP=pm).:, Root_to .3 _ approximately 3 feet. , 5: - - . - _Mottled gray to gray SAND'to:SAND with.silt,-fi,ne=grained;medium , ' . 10- :'dense to dense; moist With'occasional fine.gravel:;(SP/SP-SM)_ 17. ' - : Increasing silt and giaVer below;11f feet. , • Test pit terminated of 1'2 feet. . ' - _ -No,groundwater seepage ° - i N o .T-P-'102 = _ Test Pt Logged:by: JCS-- - Approximate Elev.- 28.6 - , • Date: 9/6/00_ pepth Moisture. _ Soil Description - , _ o 12inches-duff and topsoil: - - Light tan to light gray'SAND to SAND:with silt,fine grained; medium . •_ .dense,.dry:, With occasional fine.gravel::(SP/SP=SM), Roots to'�' - approximately 2 feet.. _• • , • , 5,= -Test pit-terminated.at feet. - 0 No groundwater seepage: = ;'TEST: PIT LOGS 'EDMONDS''AVENUE SITE ''TERRA, .- - : � `: .> ����®� RENTON;',1NASHINGTON - - :-ASSOCIATES Geotechnical Consultants Proj. No.`',T=42:1=1 :Data SEPT'2000, Figure"A-2 Pi; •No ' TP..10• 3 Test t L o g •ed'b- JCS o• ate;Elev. 31'2. 'Date•''9/6/00 P. _ • Contents' ft: 6inch`esduffandtopsoi4.• •Lightbrown silty'.SAND,,fine grained,medium dense,dry.:,With o_ccasionaf: . • fine gravels (SM):Fine rootstoapproximately.12mches: Mottled gray silt SANDwithgravel finesand;finegraveldensetovery` • dense,moist:-,(SM)._(Glacialtill); :5 10 Test:itte�minatedat8•feet. 10,- No'groun'dwaterseepage: 104.�Lo' edb JGS ,;�;� 9 Y�'• • roxi ate 9 :Elr304: ..:: Dat e• 9/6/001,1 tI? •) _ . 'Soil'Description - ;M'Cooin'sfteun[et- <<,; FILL:'light:brownsiltysandwith�gravel;firiegrai'ned;;d_ry Wth.organic: = material and roots:' • _,-Mottled;graysilty SANDwith'gravel to sandySI LTwith gravel;fine sand,:-_ ; _ V f-fineto'coarse'gravel;mediumden`setodense�`moisttowe't:_;(.SM/ML`)1/eathered laciaitill = 9 ) - 1:5-fDotidiameterboulderatappr.oximately6feet, 1.6` Blu:e=gray`silty SAND With-gr,avel;fine,sand;f rie,fo:coarse gravel,dense','•' 1.0. rrioistto:wet,; GSM Glacialtilf-like 1;4 - Test`it'te�minated,10feet.' - - - - :No. roundwaterse.e a e: • - - , °15• .TEST PITS OGS� VENIJ:E->SIT E: TERRA }�' ED•MONDSA RENTON WASH.IN.GTON Geofecl nical"Consultants Fro' No.:T=42:1,1; Date` SEPT,•'2000 Figure.A=3 . Test t Lo ,ed by JCS � . Approximate Elev: 28.9 PPx Moisture-. e- (ft: _ • "l8inchesduffandto oil:': - Mottled''gray=brown SAND with silt fine grained,dense dry to moist.; _ ;" - (SP-SM) With occasional fine gravel: _ • Gray brown silty SAND•withgravel;fine sand,fineto c,oarse_grav,el;.dense, :fa very denseimoist;(SM) (Glacial till) 10 `:Test pittermnated at9#eet. - • _ - ou dwatersee'age. TEST PIT:',LOGS, V N ES ND`• °A E U EDIVIO S> 1�ERRA' _ - ��T - NG TON �REN•T::,ON WASH1 G S , '"'ASSOCIATES _ Geotechnical Consultants - Pro` ,SNo.'T-421-1 D'ate.i'SEFT 2000 Figure.A-4 Test Pit No. 'TP=1 : ' • Logged by.MM" .,' ley...287.- • • Date 12/1.7/86: _ De" th''.; Moisture P Content; (ft ) Soil Description % . 6 i riches topsoil. _ Reddish-brown silty SAND,loose,moist:;(SM)'With.numerous,roots, ' . -••.Gra brown SAND mediumdense d to moist. SP IncreasinMoisture 5— Y ry ( ) 9 and';densitywith depth_=',: w - 1 `Test'pitterminatedat.14feet:' ., - 'No groundwaterseepage. , 20_ Test. ,Pit. No.J--TP-2: -•• Logged.by:'MM' . Approximate Elev. 282 Date:"1286 ;. . . : Moisture Depth Content . - (ft.). • = Soil.Description • _ oho 1'2inchesto oiL . _ - _" Reddish'-brownsilty,SAND,loose, (SM).With numerousfne roots.' • Tar.sandy SI LT/CLAY stiff,"moisttowet:`(ML/CL) "_-: ,:31' Gray-brown SAND;fineto medium'grained,medium denseto dense;dry to moist. (S'P) Test p;Nogritterm t f sed eP 4feet ound wa e age: TEST .PIT ,LOGS " . TERRA ED.MONDS. AVENUE SITE'" RENTON, WASH'INGTON • ASSOCIATE'S ,. _. ,Geoteahnical-Consultai is : • ' • Proj: No:,T-421,-1 .Date SEPT;2000 Figure'A,5 { Test Pit_ No ' TP-6 Logged by: MM Approximate Elev. 276� , - Date: 12/17/86.` Moisture. p Content (ft:) Soil Description o ' 6inches'topsoil.:' _ DarkbrownstySAND loose moist (SM)'V ithnumerousroots: _ . v "Gray SAND,fineto,mediumgrained,mediumdensetodense,drytomoist,: 1�-`' Gray silty SAND with gravel,"very.dense;moist with,occasionelcobbles _ , • - - (SM) (Glacialtill). - _, ; 13 _ Teetpitterminatedat.l4feet,- Nogroundwaterseepage. • 20 . - Test, .Pi#, 'N`a� ,TP=7i _ . Logged:by:;MM::., •Approximate"Elev: 278 , ;Date:=;12/1.7/86 De th_ Moisture . p • Content. .. - Soil Description,' 0 _ -`loinches'topsoil: Brown sil SAND loose.moist, (SM) Withnumerous,fineroots: Mottled gray-tan sandy SILT/CLAY,,soft;,moist. (MU,CL) - r," 18' Gray silty..SANDwith.gravel;very.dense;;moist,,(SM),(Glacial till) With • - occasional cobbles:, _ , T - ..Testpitterminatedat10.5feet . - Nogroundwaterseepage. - 15' 20_ _ TEST.PIT LOGS:. ;, :.. ��\��o ;TERRA' EDMONDS, AVENUE :SITE . • ASSO`CIATE,S. r RENTON;; VVASHINGTON • Geotechnical consultants = -, • Proj. ,No. T_-421-1 Date :SEPT2000 Figure A-6.:. - '_ .: ,. :,. SIEVE ` HYDROMETER . .: ANALYSIS :,. ,ANALYSIS - - " SIZE OF OPENING IN INCHES • <-I NUMBER,-OF'-MESH,"PER;INCH„US.--STANDARD' ' - • : ' , :: GRAIN SIZE IN-MM •• -. ' , -- it cn w s - --.... ..,„,,_ . . ...-, '...,,:.I:1...r:- •-7.--,.':- \\:`-"\\\-\ •'\' N.�• -.P,'�;` 10-0N,..- ,. A',-W_•;_,N N� - ,SOD N. OD a+!_'.•A_ :0` - -O�>_.. _ .O �.-: O0.O0�.�0?7a''•(O.'� NO ,.._ �O „�O' O OW, ON.. - •• -'' • - • _'90 cam) C7 30. ;D Z .o •D -1 60. - ' 40•--'c - Z • _ - D 50 S0, cam/). 00 40 : 60.'Do. • • 70 r� • - , -H . _. 80 • Z.� 0 i i i'_ r 1.'_i 1 i- Ili i i ,.�, ,i i•i ,i• i �, ; '.. �_.. ri 1 i. - 100.. - -•-'.N - - o.;:•o:.:.. ;"oo-o..: o,.o <o• o _ - - -�oo�o�`-'_� i,,-.i.�.. �o�:o -'o o''`o-' =oo,o .o ;o•.:'o.` _ •'o� rn, �.D o. . 4's;W, .N r .—o O' o ,O •o = •o. G:RAI N: I INw N y.�:m, SZE : ;.:.MICLIMETERS:'. - cn r� - -,o- — . COARSE � ' .. ,.FINE: COARSE', MEDIUM _ FINE' - .Z �, COBBLES' GRAVEL . . . SAND FINES;. o.cn..cn' m ' :Test',Tit,-:'Qepth..- _ = • -Moisture.: Key'' 11SCS Description - LL ~PL. . Number: (ft:) - •- - - ... .Content (%) , - ., SP. SAND '0 �'.TP_=10.1.' :10:0.'•. 'SP-SM . SAND:with''silt` -. _ . SIEVE ANALYSTS HYDROMETER ::ANALYSIS` ,'"SIZE'.OF::OPENING IN INCHES" I .,NUMBER OF.MESH PER INCH, US'STANDARD,. • .GRAIN,`SIZE'IN MM '.° •- o.�-•O�O O .O;.o'.o p :o• .o :-o. . _IV. _ - Oi '�.W_, �N N� �+OO N•OD ..�` �+ `O_ 'O,• ,O,'.�-'O o`, 'o'O� •�" W_ N" Oo:_ �.'.W .N .. - - rr, .n�.• z, : ZI rn 50 N 20. 80 10. ' 90 .+ 'Z I I,1. ,.I- I .I I -I Cl'I I I,- I I,'I I L I I .I:.I' I .I'. • ',.. 11 1 I- • to -, fV,. o o ::_, ':'o p:'O:l p p , o „::.`o oo:o� i,i' N' .` :• .O . :W ..,o ' : '..o o'-o •;.`.o'o '.o',' o • o 0 0 0. o'." . Cr'' GRAIN::SIZE IN`'MILLIVETERS w N" . • p. . —C.Z COARSE I FINE COARSE I MEDIUM: .I : FINE COBBLES GRAVEL-= SAND `FINES_4.0 Z=1 Cn' - Ke Test.:Pit Depth;"' • •USCS ', Description y Number Aft)::.., _ F LL,: )• Content �q) - _ i - _• TP-101. ' 12:0 SP=SM SAND''with`silt : O :'TPA 103: ' 8.0 SM 'silty SAND. _ i. :. . { SIEVE ANALYSIS,.::` .: . =HYDRQMETER rANALYStS SIZE OF OPENING IN:INCHES: ' , I•„ 'NUMBER OF MESH PER INCH; US STANDARD . GRAIN..SIZE:-IN':MM.:_ , .. -:. IV.:�'' :01:• '-P.W'-.;N N�+.' -. '�A OD N',O0` ;•? '-Pv r- .0�.'_aA>W N. _ • P 50 50 u) ZO, ' i i L i 11 1 . , I • Hi ' i,,i . i. .I i7 ir•i I I I -1: .ii 1 i% 100 ., _ ~a CiJ Iv:. �,_O'.• :.WN �.pp.._O '\-P .W` .'N e'. _ :S. _ .t m::• ,'��D m.. . iy. .-o �= o a< .- GRAIN.: SIZE,'IN` .MILLIMETERS': . ..w-"N • • , rn. 4COARSE •',. FINE_ COARSE' MEDIUM' - FINE� .. - , -�. _ - COBBLES- I FINES •. - � ' "GRAVEL SAN D r, •m •Test`Pit ' Depth.. _ 'Moisture • Key USCS -Description- LL PL :Number; ft. _ Content-k%) =• - = TP-104 6.0: ,ML,. j bendy SILT • • • , 0: — — TP 105 4:0�; ,SP SM SAND, ••witfr silt_ r . cnlon School Dist 403 D<n id R &Jackie'Lukowski. , 'David Van Duine -43'5 Main Ave S '• - 1 164 Camas Ave• NE 2335 NE 12Th St Renton, WA 98055 : . Renton, WA 98056 Renton;WA 98056 ' Friendly Food Mart Management Inc .Nina Agabia► Robert Jaeger , 2125 112Th Ave NE'#6 2351-Pacific Ave ' ;2304 NE 10Th P1 Bellevue, WA.98004. San Francisco,CA 94115 - - • -Renton,WA 98056 'Fred Wcndling. • 'Sound Energy&Elec Puget '.Ha Tat Vuong ' • 2331 NE 12Th,St PO Box 90868 - - ,.658 Blaine Ave NE , Renton, WA 98056 • ' Bellevue;WA 98009 , • Renton,:WA: 98056 Renton Hilts.Aparttnents L L:C : Laurence Ernest- ' Renton Church Of Christ 1140;Edmonds Ave NE - , 3 Lake Di #100 - • ' 23805 140Th SE Renton, WA 98056 :. • Bellevue, WA.'58005 ' 'Kent;.WA 98031' , Highlands Care Center .' 'Clay Rice 'Javier. i Marina Ruiz . PO Box 565048 23,16 NE 12Th St , - 1207 Dayton Ave NE - Dallas,TX 75356 • ' Renton,•WA 9,8056 Renton,WA 98056 Mark Allen Woods ' Timothy Zuehlke&'Gwendo Estes-Zuehlke .Patrice&Mark Sinclair • . . ' 1211'Dayton Ave.NE ., • '1215 DaytonAve NE' :, ' 1216 Dayton Ave NE Renton, WA 98056 Renton,W.A. 98056 Renton,WA 98056 Robert Williams&Cntz Ester Debt "Reidiin•Fields Richard&Terre Scappini 1212 Dayton Ave NE, " " 1208,Dayton Ave NE. '.. • 2400 NE.12Th,St = ' ' Renton, WA 98056 .- . • . ". Renton;WA -98056 ' r . Renton,WA 98056 ' • Arearius Honies.Lie, Sandy.Khanuiiixay, , • . Marlene Ryon , 69471Coal Creek Pkwy SE. 1150 Sunset Blvd NE#101. • . 1150.Sunset,Blvd NE#102 Newcastle,WA 98059. " ' `'. Renton,WA.98056' : Renton,WA 98056 Astron Dev Group Inc r- Valerie Fassett ' • ' Cheryl Garretson • -'3701 E Hastings C : : •,6737 Palatine Ave N , 1150 Sunset Blvd NE#105' • ' BURNABY•BC_V5C 2K3 Seattle;WA. 98103 . Renton,WA 98056•. ' - CANADA • Christopher&Shirle_y Goding . . ' .,.Sunset Heights Condominiuin":. Sallie&Sidney Van Dyke 1105 Sunset Blvd NE#106 • . - - PO Box 1932O : .. :' 1150 Sunset Blvd NE#103 ,� Renton,WA 98056 Seattle,WA 98109 Renton,WA 98056 ' AVERY® . Address Label: : • Laser 5160® Mary Bala, Ho Kim Tram&1-licp'Phi Nguyen Kevin Walsh " 1150 Sunset Blvd NE#201 1 I50.Sunset Blvd #202 1150 Sunset Blvd NE#B203 .- Renton,WA 98056 ' , • :Renton.,WA 98056 , •' ' Renton, WA 98056 ' Donna Snyder Georgia,Jane,Walters • '• • - Valerie Phillips • .1150 Sunset Blvd NE#204 . ', ' 1150 Sunset Blvd NE#205' ' • • 1150•Sunset Bvld NE#206 ' Renton, WA 98056 . ' . : : ,' Renton, WA,98056 - Renton,WA 98056 • Philip& Winnic Dungey• ,Ga}land Seaberry Marianne Ostlund- , • .1150 Sunset Blvd,NE.#207 .• , " - . 1150 Sunset.Blvd NE#208 ' , 1150,Sunset Blvd NE#301 Renton,WA 98056 ' • Renton WA. 98056 Renton, WA 98056. Aimee Thibodeaux Jerry Sue"Walcoiit •• • Marjory Ackley . ' .• 1 150 Sunset Blvd•NB#302: ' 1150.Sunset Blvd NE#303 • , •. , 1150 Sunset Blvd NE'#304 Renton; WA 98056 . •• Renton,.WA 98056 ' Renton,WA 98056 ' . Fa'lzah Messrit t • Vcdad&Medina Cehajic '•' Hoa Cao•&Phoebe Bui 115 3 0 Sunset Blvd.NE# 0.5 1150 Sunset Blvd NE#306 1150 Sunset Blvd NE#307 Renton, WA 98056 - - Renton, WA 98056 - Renton,WA 98056 Jay Purvis • David.Woodhouse Ellen Stream • . 1 150 Sunset Blvd NE ' 1150 Sunset Blvd NE#109 1,1150 Sunset Blvd NE#110 . Renton, WA 98056 : . " . , Reirion,-.WA 98056. '. , Renton,WA 98056 Joseph Hasson - •Laurel Ayers • Chase Mortgage Company 1 150 Sunset Blvd NE#111 1.150•Stntset Blvd NE • • Chemical Mortgag Fka • ' Renton..WA 98056 - Renton,r..WA,98056 1150 Sunset Blvd NE#113 ' Renton;WA 98056 - . • • So Ying Kwong , 1 150 Sunset Blvd:NE#1 l4•„ Renton; WA 98056" • 6 &VERY© Address Label -' Laser 5160® 25232 i CPS d -__--= Q I - IEI I I Id d.I --r- - f�^^s^ 16 �- i I 142 :3, L77:1,11 �II�-14. l a I.09 I Ia6 II • �:.� �-• -`• ▪ 411 ' ® __� I •I1L0 : I II`�34r ' :1: , z_:24 ia9W`4246 �I�23� IA a� 228 213j • 21�'-la 1%1 I ,. j, i.,-,4.`. lwc: �; a15ri 17„__17.7711 ^�o G I,La la '.II, lao 3 I I 0 I I sz.3 -1c11!: ��; qu p - 75t.3 0 :, 1 " a 1I �;: 1 �R 5 ,eL N.E.14TH 5T.• ^_,.; 1 �; Lea `^�,i I r.7.1., 8 3e mo.;, ; /Z3-2 ,, j 3 . I24 1 -Z47- --; 3 „ _,`a .;+ t i •�:3: 7 _(_-'-t��.' '� 1�7 1 ..,Lo.3•• ,sr ' .. 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REV NOV.2000 11 H. , EDMONDS PRELIMINARY PLAT T P ....&„ *;•S°C Aliir Mi TOUMA ENGINEERS . SLOPE ANALYSIS BEST VALLEY BUSINESS PARK , DWN. BY GJS DATE JOB NO. 9670 6632 SOWN 19157'FLAG&SUITE E-102•KEN7;WA 98032 7198SLOP.DWG MAY, 2000 719-008-201 •;,,i),',Z WV.' PHONE 025)251-0665 FAX 025)251-0625 CHKD. BY SCALE SHEET M.H.T. 1"=40' I OF 1 • SURVEY NOTES: PORTION OF THE NE 1/4 OF THE NE 1/4 LUA— INSTRUMENT.: NIKON TOTAL STATION DTM-A10LG SECTION S TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LND . (5 SECOND INSTRUMENT). CITy OF RENTON, STATE OF WASHINGTON METHOD USED: FIELD TRAVERSE WITH ACTUAL w FIELD MEASUREMENTS AND ANGLES o'' WAC 332-130-070 PLAT DATA NE 12TH ST o DATE OF SURVEY: MARCH 2000 w BASIS OF BEARING: NE 12TH STREET BETWEEN CAMAS AVE. NE& TOTAL AREA - 77,461 SQUARE FEET(1.78AC) % NE EDMONDS AVE NE(N8933'22"W) 11 STREET R/W DEDICATION AREA - NONE '' 69 -0 BENCHMARK: CITY OF RENTON MON#57 ELEV=326.43'(99.496M) ZONE - R10 , �n SITE /v, 3"FLAT BRASS DISC WITH X"AND A PUNCH MARK ON I GRAPHIC SCALIE PROPOSED NUMBER OF LOTS - 16 ,w., Q A CONCRETE POST MONUMENT DOWN as'AT THE DU/ACREI DENSITY - 16 LOTS, BASED ON 10 INTERSECTION OF NE 127H STREET&EDMONDS L w ci AVENUE NE. Q 44BENCHMAK IN FEET) 4,y.G O.R. MON 57 L I 1 mob= 40 tt, h A'sF- 9 .I s — — — — - - - - • EDMONDS AVENUE NE VICINITY MAP I o SOO59 23"W 473.38' — — — — 0 • 4, 15M 32.00' 3200 ♦ 32 4.' 32.00' 32.44,‹ 32.07e 24 k ° ; 32. 70.L _ LE7 'w✓a-'.7, t^,lilll000 / N S1�ti�.'t�` 120M 2n :MPM 71a 0 M 1N, n to n1 13' 13�Z ". ,� 0;77" 1�M 1 r M A• �fi M �, _ st;, W 75g g3, �!F ,,,, , I 11 I v.61.M I I I I I 1'1 " I ; 1 M MI O I 1- -�}:�o r�r'. 1 K.t:,;M / '! 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SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, M., IN KING COUNTY, WASHINGTON; 30 FEET WEST OF THE NORTHEAST CORNER OF SAID SECTION 8; THENCE WEST ALONG THE NORTH 2 BOUNDARY LINE OF SAID SECTION, 145 FEET; THENCE SOUTH PARALLEL TO THE EAST BOUNDARY - / OWNER/DEVELOPER I LINE OF SAID SECTION 638.93 FEET, MORE OR LESS, TO THE NORTH,LINE OR MARGIN OF PRIMARY I— — L-STA-TE-HIGHWAY,NO.--2;__THENCE/N._A_SOUTHEASTE_RLY DIRECTION ALONG THE NORTH LINE OR J ROBERT& NANCY FLORER MARGIN OF SAID PRIMARY STATE HIGHWAY NO2, TO A POTNT"30-EET-WESTERLY-OP THE-EAST— — / & JOHN S. BANCHERO • BOUNDARY LINE OF SAID'SECTION 8, AS MEASURED�� ALONG A LINE PROJECTED AT RIGHT ANGLES 12228 NE 112TH PL. #A1 TO SAID EAST BOUNDARY LINE; THENCE /ORTH PARALLEL TO AND 30 FEET WESTERLY OF THE / / KIRKLAND, WA. 98033 SAID EAST BOUNDARY LINE OF SAID SECTION TO THE POINT OF BEGINNING; EXCEPT THAT POR TION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 655879, OR PRIMARY STATE HIGHWAY NO. 1; AND I / ENGINEER/SURVEYOR / EXCEPT THAT PORTION THEREOF BEGINNING AT A POINT 75 FEET NORTHEASTERLY AND OPPOSITE TOUMA ENGINEERS HIGHWAY ENGINEER'S STATION 48+00 ON THE A-LINE CENTER LINE OF BR 405, NORTH RENTON / / 6632 S. 191ST PL., SUITE E-102 INTERCHANGE; THENCE NORTHEASTERLY IN A STRAIGHT LINE TO A POINT'30 FEET WESTERLY KENT, WA. 98032 DA YTON -- —AND-OPPOSITE•HIGHWA Y-ENGINEER'S STApON 23+50 ON THE 116TH AVEIVUE CENTER LINE OF SAID, i / PH. 425-251-0665 _ _I PROJECT; THENCE NORTHERLY TO A POINT 30 FEET WESTERLY AND OPPOSITE HIGHWAY / A VENUE NE EXCEPT ENGINEER'S 30 23EET CONVEYED 5 AND THEN'TO HEOFHCITY OF RENTOIS LINEI NTION BY INSTRUMENT RECORDED, UNDER RECORDING NUMBER 7906250755.1 I ' 1> EDMONDS PLAT TREE PLAN ..„2O& y, FOR , ° ABERDEEN A VENUE NE ' `:' TOUMA ENGINEERS R & R LAND INC. \ -r WEST VALLEY BUSINESS PARK CITY OF RENTON IN ', ,-4'cO o DYE. BY GJS DATE JOB NO. TOP 2.5"DISK SET/N CONCRETE - .4 o�1 6632 SOUTH 19r57 PLACE,SUITE E-102•KENT,WA 98032 71908PPL.DWG MAY, 2000 719-008-201 • A:'15Tu"' PHONE(425)251-0665 FAX(425)251-0625 MONUMENT(3/00) 1 OA.AL CHKD. BY _ SCALE SHEET MM. B/66/a M.H.T. 1"=40' 1 OF 4 SURVEY NOTES: POR770N OF THE NE 1/4 OF THE NE 1/4 LUA- INSTRUMENT.• NIKON TOTAL STATION DTM-AIOLG SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. - (5 SECOND INSTRUMENT). CITY OF RENTON, STA7E OF WASHINGTON LND METHOD USED: FIELD TRAVERSE WITH ACTUAL PLAT DATA I FIELD M4ASUREMENTS AND ANGLES Q 2 WAC 33-130-070 PLAT DATA NE 121H ST o Q DATEIOF SURVFY MARCH 2000 BAST OF BEARING: NE 2711 STREET BETWEEN CAMAS AVE. NE& I TOTAL AREA - 77,461 SQUARE FEET(1.78AC) 2 2 .2 NE EMONDS AVE NE(N8933'22'W) STREET R/W DEDICATION AREA - NONE 69 • BENCHMARK.• CITY OF RENTON MONO]ELEV=326.43'(99.496M) ZONE - R10 •• '"LELAT BASS DISC HIM X'AND A PUNCH MARK ON I GRAPHIC SCALIE PROPOSED NUMBER OF LOTS - 16 w SITE I'CONCRETE POST MONUMENT DOWN 0.5'AT THE W Q o IN RSEC71pN OF NE 127H STREET&EDMONDS '° ° a° ,,, DENSITY - 16 LOTS, BASED ON 10 DU/ACRE o� ¢ ,.o /I,vUE N ` u ,.,Fe' LI BENCHMARK I ,,1 I 4., , IN FEET 12 ( ) NF .0..R_MO>�T57 1 O I I 1 inch= 40 ft I— SU / 4,SFr / o — N •. - - _ EDMONDS A VENUE NE /+5001--E EDMONDS ONDSD AVE NE WCINITY MAP % o 50059 23"W 450.00' - — — - - - - - gi 7, 1476' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00" 30.00' 30.00' 30.00' 30.00' 80.00" I lQ T - - `, '�y' _ YG,r tri - fy�1 rft--I r�-I r�r r,T-1 r,,7 r�7 r:7 r- 7 r -I ru. I- 1 10,/0', � �� 77 . / �_ To,,,,,, Q I 1 N. I I „QI I f\QI 1 ,uI I ° I ,„„ , II I �o1 I Col r 1 ' 4, 19.4 Sf I �?9• .) ', / .. ,.iM 1 I oiF3i I aiml I N"BI I c ,I n¢ Na N ' n¢ ,.¢ 1 n¢I o 10A1 $I h 2 oy 30.Om' ,o, do do ;0 rna Ioc+l INc'i I oic1 1ga1 I Nm1 IgmIa Q f� ® Q4 9Bd IQ m o I I �o I I Mot I h 'I I „a1 o 1 I ,e I I ,`,,,, I ,, I I `1'o f 1 'I Q. I o o �16'PRIWITF ACCESS-.- f4,960.9 SF �'" c 1 n I I o I I `3 I I r I I v I I v I v I r I v 1 I '. 1 I o EASE ENT I 10.11 AC �O x• `7 '/ A N wi 1 1 2 3 14 yu I 5 yu 6 y I 7 y 1 8 9 5 15 g I • J lV ^ iv- Iv• .,, z.,"• '. I fQ I 11 vS s00734YE---" / 6,21./SF -,.,• a otr I'm / :7I 16' L,.I N' P 6,8 0.0 S I w 50073'4YE ` / �00 Y1, F,Q ,0 CT, �y I I E4 i ER I 1 $ 1 i r�15 AC 1 �p \`�/ q1 :T L-_P L_J L_J L_J -J L_J L_J L_J L_J L_J L-�'• 113 I �i I�'� 0 OB' \ / I� c- 30'PRIVATE ALLEY EASEMENT j8s81 "' `-J��0�� .1,:, I f4 / '�,f.• t�M1' �11U/` .111 / ,' / r-t �l .. - - - - - L_ 4A�• \ ,• G 1 M� ry V4 . /��/ ___ _1 40 H OTT Moo �D OIT J0.00' JD Jn ltQ i0 00 .TO INI WIT' Jn 00' du00' 68.07 J DA_ Q. soo5s�3"W�4BaDr / 0 1---% / J� LINE TABLE 0 ON AQUIFER PROTECTION NOTICE Ci I A 11 THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S / LINE LENGTH BEARING (v �-. I f1 �jTP AQUIFER PROIECBON AREA AND ARE SUB,£CT TO THE REQUIREMENT$ L7 8.22 N423159'W n C U V- OF THE CITY OF RENTON ORDINANCE�4367. THIS CITYS SOLE N J SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY'S SURFACE. THERE IS NO NATURAL BARRIER / 14 N I BETWEEN THE WATER TABLE AND GROUND SURFACE.EXTREME/CARE SHOULD,', 2 I BE EXERCISED WHEN HANDONG ANY LIQUID SUBSTANCE OTHER THAN / CURVE TABLE WATER TO PROTECT FROM CONTACT MTH THE GROUND / SURFACE.IT IS THE HOMEOWNERS RESPONSIBILITY TO P O1ECT LP,t CURVE LENGTH RADIUS DELTA _ TAN N I LEGAL DESCRIPTION PIE CITY'S DRINKING WATER. 7,P / Cl 39.51 25.00 9032'45' 25.24 — — — h BEGINNING AT THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF / / SECAON 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; ' CO 2 30 FEET WEST OF THE NORTHEAST CORNER OF SAID SECTION 8; THENCE WEST ALONG THE NORTH BOUNDARY LINE OF SAID SECTION, 145 FEET; THENCE SOUTH PARALLEL TO THE EAST BOUNDARY / / LINE OF SAID SECTION 638.93 FEET, MORE OR LESS, TO THE NORTH LINE OR MARGIN OF PRIMARY I— — �STATE�l1GNWAY-NO.-2;_THENCFdbl.,LEOUINEASTERLY DIRECTION ALONG THE NORTH LINE OR OWNER/DEI/ELOPER MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 2, TOT POINT-30 h£ i-WESTERLY-OF THE-EAS-T — — — WENDELL WOODALL BOUNDARY LINE OF SAID SECTION 8, AS MEASURED ALONG A LINE PROJECTED AT RIGHT ANGLES / 618 - PARK AVENUE N. TO SAID EAST BOUNDARY(LINE; THENCE h/ORIH PARALLEL TO AND 30 FEET WESTERLY OF THE / RENTON, WA 98055 SAID EAST BOUNDARY LINE OF SAID SEC ON TO THE POINT OF BEGINNING; ) EXCEPT THAT PORTION CND£MNED IN KING COUNTY SUPERIOR COURT C4USE NUMBER 655879, OR PRIMARY STATE HIGH AY NO. 1; ANDI / ENGINEER/SURVEYOR / EXCEPT THAT PORTION TA'EREOF BEGINNING AT A POINT 75 FEET NORTHBASTERLYI AND OPPOSITE TOUMA ENGINEERS — --- HIGHWAY ENGINEER'S STATION 48+00 ON THE A-LINE CENTER LINE OF BR 405, NORTH RENTON / 6632 S. 191ST PL., SUITE E-102 INTERCHANGE; THENCE NORTHEASTERLY IN A STRAIGHT LINE TO A POINTI 30 FEET WESTERLY KENT, WA. 98032 DA YTON — -AND-OPP0SIiE-HIGHWAY-ENGINEER'S STATION 23+50 ON THE 116TH AVENUE CENTER LINE OF SAID PH. 425-251-0665 - _� PROJECT; THENCE NORTHERLY TO A POINT 30 FEET WESTERLY AND OPPOSITE HIGHWAY A VENUE NE EXCEPT THEENGINEER'S SNORTH 30+pFEET CON5 AND VEYED TO THEH IS LINE DESCRIPTION;CITY OF RENTON BY INSTRUMENT RECORDED % , / REV.NOV 2000 UNDER RECORDING NUMBER 7906250755.1 s1, H'7'O EDMONDS PRELIMINARY PLAT ," ABERDEEN A VENUE NE `" L5 TOUMA ENGINEERS CITY OF RENTON MON#71 . 170 ,I 6632 SOUTH 191ST PLACE,SUIIF E-102•KENT,WA 98032 71908PPL.DWG MAY, 2000 719-008-201 MONUMENT(3/00) (•I�'A�" '"' PHONE(425)251-0665 FAX(425)251-0625 - - - ' LLPP CHKD.BY SCALE SHEET '6 e9pws 1/0./01 M.H.T. 1"=40' 1 OF 4 PORTION OF THE NE 1/4 OF THE NE 1/4 LUA- SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. O LNO CITY OF RENTON, STATE OF WASHINGTON Nr- I Iu GRAPHIC SCALE -1 U hI. (IN FEET) N 1 inch= 40 IL ,6"GV IN EX SSMH EX CB EDMONDS AVENUE AlE BENCHMARK W CONC. VLT RIM=324.93 EX CB 12 IE=316.53 GR=310.67 EX SSMH RlM=2B329 _ 1 IE=308.62-8' RIM=30547 5+50-EDMONDS AVE NE 1E-275.09-24'W 0 1E=298.05 =7+15.00-PVT.ROAD IE=276.09-24 N / 1+00-EDMONDS AVE NE Q. \ RfLOCAjE/ADJUST TV _ \ \\ __ S00S9�23 \ \ \ ` ` ` I 1 POWER VAULT I I ( / o V 0.00' \ G G BW32 B 16 B 4 —nib; '1W3,: 7fyi06 E •— 1 —r— lam- G- L BW3� Bs,• 0 o ll� 7 7 / ', 7W3'4 - '-- G , __ _ G8 BW302 GBW302, .--C --G / 1 •Wv /- _F_ I Bµ3Tj�-`, - .�a _.------ __ ____ _______��i_.��� --/ l `rV ' ' ��--___1___ G o{°may +,�, SSMH 'S96 'I� ;,=144 3 I F �I 370 r,.+��. �C.7,� , �`. .Jur' / ,L. ,/ /<. '',)(RIM- . 6 WIDEN ASPHALT, ' / / / • �� `�,'' IE=2 6 INSTALL NEW CURB, 1 ^ /Q G1 19 A /` 29 / / NEW SSMH GUTTER&SIDEWALK WMr A G ° ~� --- ri I O. ` 0, 302 1 -3N F =3f01- _'.--_,Italar Mown `�_ �` 00 I>�'�' yy �. n si, !r 7r• . _' 1lf3oo ��cc � IF=zssg, , l`—�� / / /� 7W314 SO w •y^a .'�..tn=kT. N= F'R' �GF492 tA= ,�GFs2501�-(F=2'�;��I 2 , / ‘Y,� (3 BW310 ' '.r..�a- ;.)4 GF= 9 / / TY/305 o , o 1,96A Ir,I 21M1G7i."C ii�0 O . � ���i�l� , 8 // ,r2/ 'i, \/ BW304 (� 8+35 NE 12TH ST r �•��� �� �� N�� `-I--4309 ,•,, 1 ale • Imp . —1+00 PVT RD. �• is r /r �� — / / I--I— 1 =pg �lr/' /', • i Q. ,\af' / EL=298.57 N` ` .J ` G� I. '�I'� �� " 0-/ / 7 ='7 — =B6 •' `} 16 2; .�a� ,�$/ F" ill ` (F 286 elf 1 .rnll iit _m i� rii= — 1��—;? f./ / `� Idooleffl wir glisrawal siii► f- dre / ASPHALT I � .. ��-• � � --.-- -- �' (� APRON T 1 i I I /0T20, 0 \ / 50' 7f ,$AC PAVING. Z ? BW 284 TW 282 —{y£TfAULT 274 ' ti [ W 1 9' LEGEND BW 280 - - EX CB / ""' N i / JJ / TIN TF = TOP FLOOR ELEV. NEW "' E=2s 56— 43 � `" [' / /'/ STP LF = LOWER FLOOR ELEV. 1E 764.,2ia,'' / W I h / I I SU6 GF = GARAGE FLOOR ELEV. / ` Z 1, # / TW = TOP WALL ELEV. / / ;'J J / 30' It I, I N // BW = BOTTOM WALLI ELEV. j I.P-.;,,,,c43 o / — I I ? N. I / / 16 ' y 3 14't J / ya - — 2.0% <-2.0 i —L — W a / _% - - _ f0• U O /0, / MIN. M/N. — — — — '' / 4"COMPACTED DEPTH CLASS B' V 2RC MIN 2A MIN ' / Al ASPHALT-2 LIFTS REQUIRED 1 `', / 7 6'COMPACTED DEPTH-CRUSHED M1, �• / SURFACING TOP COURSE I 2"AC/CLASS "B" / '/ 12"GRAVEL BASE AS NEEDED 20'OF PAVING FOR PRIVATE SURFACING(MIN. SECT) / / - ACCESS AND 20'FOR ALLEY I 2'CRUSHED SURFACING / — — — - TOP COURSE(5/8"MINUS) ,'; ,o ROAD SECTION NE 12TH STREET - EX SSMH 4"CRUSHED Sj�//RFACG 1 / 79.21 BASE COURSE(1-1/4 MINUS) I lE=273,i l GRAVEL BASE AS NECESSARY I , TO STABILIZE PAVEMENT REV.NOV.2000 PRIVATE ACCESS AND EDMONDS PRELIMINARY PLAT PRIVATE ALLEY SECTION `';R a r� TOUMA ENGINEERS N75 *�, ' i 1;, g UTILITIES& GRADING PLAN I � \.� WEST VALLEY BUSINESS PARKNO. �.;\ DWN.BY DGjs.D DATE JOB 19 I ear 11_• I 6632PRO E 2 191ST PLACE suNr E—Ios•KENT.(425)WA sesaz 71 g08GRD.DWG MAY, 2000 719-008-201 PHONE(425)251-0655 FAX(425)251-0625 �'•ALLISID I CHKD.BY SCALE SHEET 6•••.•,,,,°„n0; 1. M.H.r. 1"=40' 2 OF 4 PORTION OF THE NE 1/4 OF THE NE 1/4 SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON • 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 340 340 h N N 320 — - 320 5 5+50- EDMCNDS AVE NE m 7+15.00-PVE ROAD W --\ EL=302.82 j y 300 300 EX. STREET CENTERLWE `_` `, /PROFILE f SCALE NOR.?1"=40 ` 280 VER 1 u— O' 280 DATUM ELEV - 270.00 (D V) M Qi (D M 0 N 0N N N N o o O Q 'Cr S 000 .0 ,.0 M h "0 h h h h h ,1 N N N N N 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 EDMONDS AVE NE REV.OCT..2000 ;,,,, EDMONDS 1e 1L r PRELIMINARY PLAT �1 oP x •Jja '. ^� ' �.t, 1 M TOUMA ENGINEERS EDMONDS AVENUE NE a EXISTING PROFILE ,; %i' 131. BEST VALLEY BUSINESS PARK 1 - DWN. BY (,`,/•5' DATE JOB NO. gt ,i wvo r 66J2 E(425 1251 PLAL$SUITE E-702•KENi,wa seo.12 71908GRD.DWG MAY, 2000 719-008-201 PRONE(425)251-0LLC FaX(42N)2W;0525 CHKD. BY SCALE SHEET ' .....,,,.°:�;°;,, M.H.T. 1"=40" 3 OF 4 2 1+00 2+00 3+00 4+00 5+00 6+00 7+00¢ a C 2 25'/C 25 VC 50'VC ._ - , 300 2z - `2 �300 ti R6 H \ 50 VC 1481' 2 —_ S= 2.882 EX GROUND 0 CL 5-‘5C EDMONDS AVE NE -7÷1280 __ ---- 70-PV1. RO<D Et==J0 J0282 280 8,-38NE127HST " ---� =1+00 PVT RE. EL-298.57 SCALE HORZ 1"r-40' VERT 1'g10' DATUM ELEV 260.00 M O 93 V, h ' O co W — 41 ' h N N co N N N N N N N m N No N N 1+00 2+00 3+00 4+00 5+00 6+00 7+00 PRIVATE ROAD 8+00 9+00 10+00 340 340 dAWC TAT EDGE OF ASPHALT AND E 7END TO NEW CURB, GUTTEP AND S'E WALK Al 2% :ROSS SLOPE .-- 7 . 320 /' 320 EX STREET®\CL IN7ERSEC710N NE 127h ST.. Lr/ 8+38 NE 12 ST ' =1+00 PVT Ri. LL=29K,/ / 300 300 SCA_£ HO-Z 1"=40 VERT 1"=0' 280 280 REV.OCT.2000 DATUM ELEV 270.00 I, R H"T."""' EDMONDS PRELIMINARY PLAT O N O O N P ,A w rn S o N N �'R�o4 ` IMINE 12TH STREET&PRIVATE ALLEY N N ') n h h :7 TOUMA ENGINEERS EXISTING&PROPOSED PROFILE ,' t{T 1 WEST VALLEY BUSINESS PARK DWN. BY DATE JOB NO. 8+00 9+00 10+00 947. ',0 GJS 6632 SOUTH 1913T PLACE SD/TE£-702•KENT,WA 98072 �' 1'''-''' 71908GRO.OWG MAY, 2000 719-008-201 NE 12TH STREET ill* „ PHONE(425)251-0665 FAX(425)23f-0613 ;ICHKD. BY SCALE SHEET i ° ,,,,,,,,,,°,,,,,,,,.,` M.H.T. 1"=40' 4 OF4