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LUA-05-032
I I :[ , -, ~ q [ , ~ L " 0 ~ 0 " " 0 " ." " r " m " " t! <5 , , , , , , " , ._[" " , , , \; , " , , . ___ -:-'--L /\ !i ; " i , , , , , ... , II ! .... Zetterberg ::-:=':.= ... _ \--__ ~S .... h"'o~r~t'__,P__'I,a,'_t ___ I::..·~-:: .. - Preliminary Grading Plan 1:.rIII!ttm---1 -t -< " 0 ~ r " 0 .~ ,0 ':E ~ -< ., m 0 ::! 0 z ~f2j~ Site Development 'AOOCkJle:s-:-u::C ,.' .. --_ .... , ... __ .. " "" I I' I '---, :----~t ", I ,I I ~i ! ~ .. ~~. Ji!"< ~ ~~ ~~ I, '1 '! 10 " ! I' < LI i , l • I I~ , ,', .;' ~ ---- " , ~ , -,-- r ~ , • I ~ , • ~ , • ;I m m , I , I , I I , • , , " o " -t o Z o ." -t :I: m ., m .. !" :e !" • ..--j , " , \ '.' I " ~ ! " • ! , , ! ~ CD L j;~ ~ 'ii . il! "f~ " II !~ ! " Zetterberg Short Plat Preliminary Drainage Control Plan , ' -...1111-.. _ .. _-__ AUOU _ IIH)NI-_. J~I II ~~ I t I I, " I • I I, _ .. -.-V_I_-_I. ""------,-_ .. !~I~-IN ... I ',; "~. .. o :n -! o Z o " -! :J: m (to m -! ~ " '" z :n '" m en m II ... , i ! [ , ~ L , , ! c.> ~ ~~ " ~l <.l:.';: Zetterberg Short Plat Preliminary Plat Plan 0 , ' " ~ ',~, .~ " -"-....... II_.n.! "-WA •• 0&1 _(Dal'. __ .' iP -,---- ,<: - .... ' 1'.'" ~IZJ~ Site oevelopmenl AsSociate'S. uc '01 .. -._ .... ' ... __ .... " " 'f' " ;.. '., 1 "'1,:.', ;! I ,I , I i I I I- " I~ '5 i!. .. o " ::j o z o ." -I :J: m ., m ., m .. ., m !"' ! ..... I .. ,- I i , i I I I ! "0 ., (D "0 I» ., (D C. 0" '< i II Zetterberg -"-Short Plat ::"~/':'-~ .... f----'"==--'----'--='-'------1'-(IM) __ ' Cover Sheet ------- < o z ~ -< 1i: :to "tl Site oeYeioproonl Associates. Ll.C '01 .. -._ .... ' ... ___ ...", o :D m » 3: () :D » '"Tl -i ::I: o 3: m en "0 ., (D "0 I» ., CD c. -o ., " (D 0" ., c: I» ., '< .... 01 I\) o o 01 • ~ i\ • • " enN ::I:m O-i :D-i -i m :D ""Om rm »:D -iG> .. o :n -I 6 z o ~ -I :J: m 0> m ." 0> m 0> m ~ -I ::IE :u '" '" .z D Gl !" DO 1" -- " ~ w '" " w " a: ;i " '" .: 3: >- ~ u w '" ~ w '" f w '" w '" >- ~ 0 z 0 >= a: 0 .. __ "N_ 1-..",,-1 '-~-, ---... '.-.. -.... ~ I, • 'I • • r • • I • • I • " I "/ I " I "I I I: I ~i 'I .... __ uw ....... ,... ""-,,,,''''''<110 , __ "'_,'''' ..... ___ .. '0' :')11 :S9ID!:>OSS¥ luawdol9A9(J 91!S , j - """1.1('" _. naM w."" __ "',""'N --- UBld BU!Jeel:> PUel ,BUill":> eeJ! ~eld IJ04S 6JeQJeHe z 'I )1 I I ,,'.;,. * : -~---'-j -----~ --.'"7'::' _'L~ __ ---~"'::-~-": i " " .... t ! , i ! , 1 \ 1 1 ! " o , ! o j'- "' ,t '--'_, .' ·0 Zetterberg :":::" .. =_ I-_--'S .... h.'.o .... r-'t'--!.--.'Pl"'a~t~ _ ___i=-·A----. Preliminary Utility Plan , G I 0 ./ G \ ! o. ! • ~ " o :D -I o Z o ~ -I :r m " m " m May 7, 2007 Michael J. Romano Centurion Development Services 22617-8th Dr. SE Bothell, WA 98021 Subject: . Period of Validity for Zetterberg Plat City File Number #LUA05-032 Dear Mr. Romano: .' CITY ,JF RENTON Planning/Building/PublicWorks Department Gregg Zimmerman P.E., Administrator This letter is sent in response to your email requesting clarification of the expiration date for the Zetterberg plat. . . . Because this development will contain more than nine lots, including tracts, the City considers it to be a full plat. I have determined that you are entitled to th.e standard 5-year time frame given to plats. In this case, because your plat was initially approved on May 10, 2005, you will have until May 10,2010 to submit a complete final plat applicationpa"kageto the City. I hope that this letter meets your needs. You may call Laureen Nicolay or me at 206-430-7294 should you have any·questions.· Sincerely, NeJlUitt) Neil Watts, Director Development Services Division cc:File #LUA05-032Q Jan Illian Stacy Tucker --------------IO-5-5-S-ou-t-h-G-rn-d-y-W-a-Y---R-e-n-to-n-,W--~-h-in-g-to-n-9-S-0-57--------------~ LnII. _, . AHEAD OF TIlE CURVE Roger J. Cecil, P.E. SDA Engineers 18322 Bothell Way NE Bothell, WA 98011 tel: 425-486-6533 PARTIES OF RECORD Zetterberg Short Plat LUA05-032, SHPL-H Kathie Zetterberg 755 S 21st Street Renton, WA 98055 (owner) eml: rcecil@sdaengineers.com (contact) Michael Feuerborn Dreamcraft Homes 215 E Meeker Street Kent, WA 98032 tel: 253-859-9697 (applicant) Greg & Darlene Larsen 2211 Williams Ave S Renton, WA 98055 tel: 425-271-2211 (party of record) Updated: 04/01/05 (Page 1 of 1) AFFIDAVIT OF SERVICE BY MAILING STATE OF WASHINGTON) ) ss. County of King ) Nancy Thompson being first duly sworn, upon oath, deposes and states: That on the loth day of May 2005, affiant deposited via the United States Mail a sealed envelope(s) containing a decision or recommendation with postage prepaid, addressed to the parties of record in the below entitled application or petition. Signature: SUBSCRIBED AND SWORN to before me this !OU,day of_,,-m,,-,,<(2"'-¥U ___ , 2005. ",'I'''''#f-" / !!IIA,~ l ;~ ..... \\!!fI.""" .... "v-;., I 1-..... "0 :ti-I.... ..:,,\5"' ... (/" ":. " '" .'~"" -t '1 '::. • :'0 >lOT'" %\(1) ... ~ :v ~ rvry r-n; ~ ~. -'OC!O VI: ~ s . • s ~ ft' PUBLIC : ~ ~""~'. .:~~ "'~'71 ... ·0' ~'" .... -19-0~"" '" III ~ I" Q •••.••.. ""~ ,I ---__ " WAS"',,'" J""'~'/l111 Notary Publ i=&d for the State of Washington Residing at J-t"e II , therein. Application, Petition or Case No.: Zetterberg Short Plat File No.: LUA 05-031, SHPL-H The Decision or Recommendation contains a complete list of/he Parties of Record. " ' SHf-oS-032. RECEIVED ~-d€JI iJ{}L£cC SEP Q 1 20u) . . .---- brf ~Ci~~ l Mt~ f;,dM,2!. ~ - 1 i tis JlJ~ is-~ DoT IS c4. I It) :3DO Fh>-t (uk i 8) R~\\)u.j)~)~·h-'\-OJt-. I c) Ct\:-\..W>~-D 3bO-et-- , R<-~J'f '-t"2) ~'f J:h.u<lq.~ u\\t..tcl tkoJ -' T~-~--tt.v ~f -flJst . J» rk,E-(t~ wclC- (\G~['u~ w~ Dbl ~~ R3~. Wcll . ~ ~f{~-~~~~VJ ~ (\.;. A: e.t\r >)..,;z: J: Dl / ">--t .L.J!:< l ~ Oi XD~~~)~-l~ ~~~-Sr<U\..-+l~K) , ~) t\1~Q2\-l \)6~1U'1-' ~~DlF ~\\6rrtlus - b-'~~~~~R5"-o~~~ uJt\l Mf~~nL \3.,._ist I ~, ! iJ.J<-:i-tr-' ':lli. -,---------.' Washington State Department of Transportation Douglas B. MacDonald Secretary of Transportation 26 August 2005 Mr. Terry Marconi 2114 Smithers Ave S Renton, W A 98055 Dear Mr. Marconi: Northwest Region 15700 Dayton Avenue No~ P.O. Box 330310 Sea«le, WA 98133·9710 206·440·4000 ny: 1·800·833·6388 www.wsdot.wa.gov Thank you for contacting WSDOT about your traffic concerns in the area of SR515 and S 21 51 Street. One of your concerns is potential addition of access to S 21 st St within 100 feet ofSR515. As we discussed, access to S 21st Street is a City of Renton matter. For information, here is Chapter 1435 from the WSDOT Design Manual, "Managed Access". On a state route, WSDOT would apply the functional characteristics and legal requirements for the appropriate classification of highway. For example, SR515 in the vicinity of S 21 51 St is Class 3, The minimum distance to an access connection on the same side of the highway is 330'. You also asked about adding the western leg to create a full intersection at S 23rd St and SR515. There is a pedestrian bridge and an intersection leg on the east side at this time. Additional street connection at S 23rd St is not likely. S 23 rd St is less than Yz mile from S 21 51 St. One half mile is the desired spacing between major intersections for Class 3 highways. There is not an accident history on SR515 in the vicinity that indicates existing access is inadequate. The modification does not rank as a high priority that justifies use oflimited funds. You also indicated concern for the wall and earth berm on the west side of SR515 in the vicinity of S 23rd Street. These concerns have been forwarded to our Special Projects group for review. Thank you very much for taking the time to contact us. We appreciate hearing from users and neighbors of State Routes. Please contact me at 206-440-4486 if there are questions, Sincerely, Barbara Briggs, PE Traffic Engineer -Area Operations Enclosure: Design Manual December 2003, Chapter 1435 "Managed Access" cc: Ron Paananen, MS 101 Chapter 1435 1435.01 1435.02 1435.03 1435.04 1435.05 1435.06 1435.07 1435.08 1435.G9 1435.10 1435.11 1435.01 General Managed Access Classes Corner Clearance Criteria Access Connection Categories Access Connection Permit Permit Process Design Considerations Other Considerations Preconstruction Conference Adjudicative Proceedings Documentation General This chapter describes the permitting process for granting permission to connect to managed access highways within unincorporated areas. Chapter 1420, "Access Control," has an overview of access control, and the references list and the definitions of terminology for this chapter. In Washington, managed access highways include all state highways that are not limited access highways. The managed access highways do not include limited access highways where the access rights have been acquired in compliance with Revised Code of Washington (RCW) Chapter 47.52. State highways that are planned for or established as limited access, as listed in the Access Control Tracking System (at http:// www.wsdot.wa.gov/eesc/design/access/, under the RELATED SITES heading), are treated as managed access highways until such time when the limited access rights are acquired. Access to managed access highways is regulated by the governniental entity having jurisdiction over the highway's roadsides. Access connection permits are issued on managed access highways. The Washington State Department of Transportation (WSDOT) has access connection permitting authority over all state highways outside incorporated towns and cities. Incorporated towns and cities have access connection permitting authority for the managed access state highways within their boundaries. Managed access highways are classified from Class I, the most restrictive, to Class 5, the least restrictive. Access connections to managed Design Manual December 2003 Managed Access access highways are further designated by category, from Category I to Category IV, by vehicular usage. After a new law, RCW 47.50, went into effect (in 1991) by establishing access management, the first set of new rules, Washington Administrative Code (WAC) 468-51, titled Highway Access Management Access Permits-- . Administrative Process, was prepared and then adopted by the department in July 1992. This first WAC established a permit fee schedule and application process for only those state highways under the access connection permitting authority ofWSDOT. The second set of new rules, WAC 468-52, titled Highway Access Management --Access Control Classification System and Standards, was prepared and then adopted by the department in February 1993. This second WAC created a classification system and established design criteria for all managed access highways, including those managed access state highways within the incorporated limits of a town or city. As with any set of rules, time determines what works and what needs to be changed. Beginning in 1998, the department began reviewing the two existing Highway Access Management WACs (468-51 and 468-52) for possible modifications and improvements. After numerous meetings with representatives from the private sector, government, lawmakers, and the public, the department adopted a newly revised pair of WACs in March 1999. 1435.02 Managed Access Classes Managed access state highways consist of a classification system oftive classes. The classes are arranged from the most restrictive Class I to the least restrictive Class 5. In general, most state highways outside the incorporated limits of a city or town have been designated as a Class I or 2 highway, with only the most urban, lower speed state highways within an incorporated town or city having the Class 5 designation. Figure 1435-3 lists the five classes of highways with a brief description of each class. Managed Access Page 1435-1 WSDOT keeps a record of the assigned managed access classifications, by mile post, in the database: Access Control Tracking System at http://www.wsdot.wa.gov/eesc/design/access/ under the RELATED SITES heading. The principal objective of the managed access classification system is to establish access management criteria to be adhered to in the planning for and (regional) approval of access connections to the state highway system. On Class \ highways, mobility is the primary function, while on Class 5 highways, access needs may have priority over through mobility needs. Class 2 highways also favor mobility while Class 3 and Class 4 highways generally try to strike a balance between mobility and access. However, remember that restricting or keeping access connections to a minimum is a goal of WSDOT to help preserve the safety, operations, and functional integrity of the state highway. The most notable distinction between the five classes is the minimum spacing requirements of access connections. Minimum access point spacings, on the sanie side of the highway, are shown in Figure 1435-3. On all highway classes one through five, access connections are to be located and designed to minimize interference with transit facilities and high occupancy vehicle (HOY) facilities on state highways where such facilities exist or where such facilities are proposed in a state, regional, metropolitan, or local transportation plan. In such cases, if reasonable access is available from the public roadlstreet system, access is to be provided from the public roadlstreet system rather than from the state highway. The functional characteristics and the legal requirements for each class are as follows: (1) Class 1 (a) Functional Characteristics: Class I highways provide for high speed andlor high volume traffic movements for interstate. interregional, and intercity travel needs, and some intracity travel needs. Service to abutting land is subordinate to providing service to major traffic movements. Managed Access Page 1435-2 Highways in Class I are typically distinguished by a highly controlled, limited number of (public and private) access points, restrictive medians with limited median openings on multilane facilities, and infrequent traffic signals. (b) Legal Requirements: I. It is the intent that Class I highways be designed to have a posted speed limit of 50 to 65 mph. Spacing of intersecting streets, roads, and highways are planned with a minimum spacing of one mile (\ mil. One-half mile (1/2 mil spacing may be allowed, but only when no reasonable alternative access exists. 2. Private access connections to the state highway are not allowed except when the property has no other reasonable access to the public roadlstreet system. When a private access connection must be provided, the following conditions apply: The" access connection continues until such time when other reasonable access to a highway with a less restrictive access control class or access to the public roadl street system becomes available and is allowed. . The minimum distance to another access point is one thousand three hundred twenty feet (1320') along the same side of the highway. Nonconforming access connection permits may be issued to provide access connections to parcels whose highway frontage, topography, or location otherwise precludes issuance of a conforming access connection penn it, however, variance penn its are not allowed. No more than one access connection may be provided to an individual parcel or to contiguous parcels under the same ownership. All private access connections are for right turns only on multilane facilities, unless special conditions justify the exception and are documented by a traffic analysis. in the access connection permit application, that is signed and Design Manual December 2003 that is signed and sealed by a qualified professional engineer who is registered in accordance with Chapter 18.43 RCW. All private access connections are for right turns only on multilane facilities unless there are special conditions and the exception can be justified to the satisfaction of the department by a traffic analysis in the access connection permit application that is signed and sealed by a qualified professional engineer who is registered in accordance with Chapter 18.43 RCW, and only if left tum channelization is provided. Additional access connections to the state highway are not allowed for newly created parcels resulting from property divisions. All access for these parcels must be provided by an internal roadlstreet network. Access to the state highway will be at existing permitted locations or at revised locations. 3. On multilane facilities, restrictive medians are provided to separate opposing traffic movements and to prevent unauthorized turning movements; however, a nonrestrictive median or a two way left tum lane may be used when special conditions exist and main line volumes are below 20,000 ADT. (3) Class 3 (a) Functional Characteristics Class 3 highways provide for moderate travel speeds and moderate traffic volumes for medium and short travel distances for intercity, intracity and intercommunity travel needs. There is a reasonable balance between access and mobility needs for highways in this class. This class is to be used primarily where the existing level of development of the adjoining land is less intensive than maximum build out and where the probability of significant land use change and increased traffic demand is high. Highways in Class 3 are typically distinguished by planned restrictive medians on multilane facilities. and medium minimum distances between (public and private) access points. Managed Access Page 1435-4 Two-way left-tum lanes may be used where special conditions justity them and main line traffic volumes are below 25,000 ADT. Development of properties with internal roadl street networks and joint access connections are encouraged. (b) Legal Requirements I. It is the intent that Class 3 highways be designed to have a posted speed limit of 30 to 40 mph in urbanized areas and 45 to 55 mph in rural areas. In rural areas, spacing of intersecting streets, roads, and highways is planned with a minimum spacing of one-half mile (1/2 mil. Less than one-half mile (112 mil intersection spacing may be allowed, but only when no reasonable alternative access exists. In urban areas and developing areas where higher volumes are present or growth that will require signalization is expected in the foreseeable future, it is imperative that the location of any public access point be planned carefully to ensure adequate signal progression. Where feasible, major intersecting roadways that might ultimately require signalization are planned with a minimum of one-half mile (112 mil spacing. Addition of all new access points, public or private, that may require signalization will require an engineering analysis that is signed and sealed by a qualified professional engineer who is registered in accordance with RCW 18.43. 2. Private Access Connections: No more than one access connection may be provided to an individual parcel or to contiguous parcels under the same ownership unless it can be shown that additional access connections will not adversely affect the desired function of the state highway in accordance with the assigned managed access Class 3, and will not adversely affect the safety or operation ofthe state highway. Design Manual December 2003 The minimum distance to another (public or private) access point is three hundred thirty feet (330') on the same side of the highway. Nonconforming access connection penn its may be issued to provide access to parcels whose highway frontage, topography, or location precludes issuance of a conforming access connection pennit. Variance permits may be allowed if there are special conditions and the exception can be justified to the satisfaction of the department by a traffic analysis in the access connection permit application that is signed and sealed by a qualified professional engineer who is registered in accordance with RCW 18.43. (4) Class 4 (a) Functional Characleristics Class 4 highways provide for moderate travel speeds and moderate traffic volumes for medium and short travel distances for intercity, intracity and intercommunity travel needs. There is a reasonable balance between direct access and mobility needs for highways in this class. This class is to be used primarily where the existing level of development of the adjoining land is more intensive and where the probability of major land use changes is less probable than on Class 3 highways segments. Highways in Class 4 are typically distinguished by existing or planned nonrestrictive medians. Restrictive medians may be used to mitigate unfavorable operational conditions such as turning, weaving, and crossing conflicts. Minimum access connection spacing requirements apply if adjoining properties are redeveloped. (b) Legal Requirements I. It is the intent that Class 4 highways be designed to have a posted speed limit of 30 to 35 mph in urbanized areas and 35 to 45 mph in rural areas. In rural areas, spacing of intersecting streets, roads, and highways is planned with a minimum spacing of one-half Design Manual December 2003 mile (1/2 mil. Less than one-half mile (1/2 mil intersection spacing may be allowed, but only when no reasonable alternative access exists. In urban areas and developing areas where higher volumes are present or growth that will require signalization is expected in the foreseeable future, it is imperative that the location of any public access point be planned carefully to ensure adequate signal progression. Where feasible, major intersecting roadways that might ultimately require signalization are planned with a minimum of one-half mile (112 mil spacing. Addition of all new access points, public or private, that may require signalization will require an engineering analysis that is signed and sealed by a qualified professional engineer who is registered in accordance with RCW 18.43. 2. Private Access Connections: No more than one access connection may be provided to an individual parcel or to contiguous parcels under the same ownership unless it can be shown that additional access connections will not adversely affect the desired function of the state highway in accordance with the assigned managed access Class 4, and will not adversely affect the safety or operation of the state highway. " The minimum distance to another (public or private) access point is two hundred fifty feet (250') on the same side of the highway. Nonconforming access connection permits may be issued to provide access connections to parcels whose highway frontage, topography, or location precludes issuance of a conforming access connection permit. Variance permits may be allowed if there are special conditions and the exception can be justified to the satisfaction of the department by a traffic analysis in the connection permit appJication that is signed and sealed by a qualified professional engineer who is registered in accordance with RCW 18.43. Managed Access Page 1435-5 \ \ \ \ (5) Class 5 (a) Functional Characteristics Class 5 highways provide for moderate travel speeds and moderate trallic volumes for primarily short travel distances for intracity and intracommunity trips and for access to state highways of a higher class. Access needs may generally be higher than the need for through trallic mobility without compromising the public health, welfare, or safety. These highways will generally have nonrestrictive medians. (b) Legal Requirements 1. It is the intent that Class 5 highways be designed to have a posted speed limit of 25 to 35 mph. In rural areas, spacing of intersecting streets, roads, and highways is planned with a minimum spacing of one-quarter mile (1/4 mil. Less than one-quarter mile (1/4 mil spacing may be allowed where no reasonable alternative exists. In urban areas and developing areas where higher volumes are present or growth that will require signalization is expected in the foreseeable future, it is imperative that the location of any public access point be planned carefully to ensure adequate signal progression. Where feasible, major intersecting roadways that might ultimately require signalization are planned with a minimum of one-quarter mile (1/4 mil spacing. Addition of all new access points, public or private, that might require . signalization will require an engineering analysis that is signed and sealed by a qualified professional engineer who is registered in accordance with RCW 18.43. 2. Private Access Connection: No more than one access connection may be provided to an individual parcel or to contiguous parcels under the same ownership unless it can be shown that additional access connections will not adversely affect the desired function of the state highway in accordance with the assigned managed access Class 5, and will not adversely affect the safety or operation of the state highway. Managed Access Page 1435-6 The minimum distance to another (public or private) access point is one hundred twenty five feet (125 ') on the same side of the highway. Nonconforming access connection permits may be issued to provide access to parcels whose highway frontage, topography, or location precludes issuance of a conforming access connection pennit. Variance permits may be allowed if there are special conditions and the exception can be justified to the satisfaction of the department by a trallic analysis in the access connection permit application that is signed and sealed by a qualified profeSSional engineer who is registered in accordance with RCW 18.43. c:: o U II> c:: c:: o u '" '" ~ clearance I ; __ m_in_im_u_m_c_o_r_n_e~r Minimum Corner Clearance Figure 1435-1 i'! "'-.~ lE Q.!o ~ '" 0=0 u '" =0 .0 ~ ::> Q. 1435.03 Corner Clearance Criteria In addition to the five access control classes, there are also comer clearance criteria that may be used for access connections near intersections. See Figure 1435-1. Comer clearance spacing must meet or exceed the minimum access point spacing requirements of the applicable managed access highway class. A single access connection may be placed closer to the intersection, in compliance with the permit application process specified in WAC 468-51, and in accordance with the following criteria: Design Manual December 2003 sealed by a qualified professional engineer who is registered in accordance with RCW 18.43. Additional access connections to the state highway are not allowed for newly created parcels resulting from property divisions. All access for these parcels must be provided by an internal roadlstreet network. Access to the state highway will be at existing permitted locations or at revised locations. 3. Restrictive medians are provided on multilane facilities to separate opposing traffic movements and to prevent unauthorized turning movements. (2) Class 2 (a) Functional Characteristics Class 2 highways provide for medium to high speeds and medium to high volume traffic movements over medium and long distances for interregional, intercity, and intracity travel needs. Direct access service to abutting land is subordinate to providing service to traffic movement. Highways in Class 2 are typically distinguished by existing or planned restrictive medians on multilane facilities, and by large minimum distances between (public and private) access points. (b) Legal Requirements I. It is the intent that Class 2 highways be designed to have a posted speed limit of 35 to 50 mph in urbanized areas and 45 to 55 mph in rural areas. Spacing of intersecting streets, roads, and highways is planned with a minimum spacing of one-half mile (1/2 mil. Less than one-half mile (1/2 mil intersection spacing may be allowed, but only when no reasonable alternative access exists. In urban areas and developing areas where higher volumes are present or growth that will require signalization is expected in the foreseeable future, it is imperative that the location of any public access point be planned carefully to ensure adequate signal Design Manual December 2003 progression. Addition of all new access points, public or private, that might require signalization will require an engineering analysis that is signed and sealed by a qualified professional engineer who is registered in accordance with RCW 18.43. 2. Private access connections to the state highway system are allowed only when the property has no other reasonable access to the public roadlstreet system or if access to the public roadlstreet system will cause unacceptable traffic operational conditions or safety concerns on that system. When a private access connection must be provided, the following conditions apply: The access connection continues until such time when other reasonable access to a highway with a less restrictive access control class or acceptable access to the public roadlstreet system becomes available and is allowed. The minimum distance to another (public or private) access point is six hundred sixty feet (660') on the same side of the highway. Nonconforming access connection permits may be issued to provide access to parcels whose highway frontage, topography, or location precludes issuance of a confonning access connection permit. Only one access connection is allowed for an individual parcel or to contiguous parcels under the same ownership unless the highway frontage exceeds one thousand three hundred twenty feet (1320') and it can be shown that the additional access connection will not adversely affect the desired function of the state highway in accordance with the assigned managed access Class 2, and will not adversely affect the safety or operation of the state highway. Variance permits may be allowed if there are special conditions and the exception can be justified to the satisfaction of the department by a traffic analysis in the access connection permit application Managed Access Page 1435-3 \ With Restrictive Median Position Access Allowed Minimum (feet) Approaching Intersection Right In/Right Out 115 Approaching Intersection Right In Only 75 Departing Intersection Right In/Right Out 230' Departing Intersection Right Out Only 100 Without Restrictive Median Position Access Allowed Minimum (feet) Approaching Intersection Full Access 230' Approaching Intersection Right In Only 100 Departing Intersection Full Access 230' Departing Intersection Right Out Only 100 • For speeds less than 35 mph, and for access Class 5, 125 feet may be used. Minimum Corner Clearance: Distance From Access Connection to Intersections Figure 1435-2 (a) The minimum comer clearance criteria in Figure 1435-2 may be used where access point spacing cannot be obtained due to property size and a joint use access connection cannot be secured, or where it is determined by WSDOT to be not feasible because of conflicting land use or conflicting traffic volumes or operational characteristics. (b) Some local agencies have adopted comer clearance as a design element in their adopted design standards. Coordinate with the local agency regarding comer clearance of an access connection near an intersecting local road or street. (c) In cases where access connections are allowed under the above criteria, the conforming permit issued in compliance with WAC 468-51 must contain the following additional conditions: I. Variance and nonconforming permits are not allowed. 2. There must be no more than one access connection per property frontage on the state highway. 3. When a joint-use access connection or an alternate road/street system access (meeting or exceeding the minimum comer clearance requirement) becomes available, the permit Design Manual December 2003 holder must close the permitted access connection, unless the permit holder shows to the WSDOT's satisfaction that such closure is not feasible. 1435.04 Access Connection Categories Whenever an access connection permit is issued on a managed access state highway, the permit must also specify an access connection category. There are four categories, defined as Category I to Category IV. The first three categories, I through III, are based on the maximum vehicular usage of the access connection. Category IV specifies a temporary use, usually for less than a year. Access connection permits must specify the category and the maximum vehicular usage of the access connection in the permit All access connections are determined by the WSDOT to be in one of the following categories (WAC 468-5 I -040): (1) Category I "Category I -minimum connection" provides connection to the state highway system for up to ten single family residences, a duplex, or a small multifamily complex of up to ten dwelling units that use a common access connection. The category also applies to permanent access Managed Access Page 1435-7 connections to agricultural and forest lands, including field entrances; access connections for. the operation, maintenance, and repair of utilities; and access connections serving other low volume traffic generators expected to have an average weekday vehicle trip ends (A WDVTE) of one hundred (100) or less. (2) Category II "Category II -minor connection" provides connection to the state highway system for medium volume traffic generators expected to have an A WDVTE of one thousand five hundred (1500) or less, but not included in Category I. (3) Category 1lI "Category III -major connection" provides connection to the state highway system for high volume traffic generators expected to have an A WDVTE exceeding one thousand five hundred (1500). (4) Category IV "Category IV -temporary connection" provides a temporary, time limited, connection to the state highway system for a specific property for a specific use with a specific traffic volume. Such uses include, but are not limited to, logging, forest land clearing, temporary agricultural uses, temporary construction, and temporary emergency access. The department reserves the right to remove any temporary access connection at its sole discretion and at the expense of the property owner after the expiration of the permit. Further, a \ temporary access connection permit does not bind \ \ the department, in any way, to the future issuance \ of a permanent access connection permit at the \\ t1e4m3PSor.aryos access connection location. Access Connection \ Permit ''l-CW 4 7 .50 requires all access connections to " permitted. This can be accomplished by the . _,mitting process or by the connection being "grand-fathered." Grand-fathered means it was in place prior to July I, 1990. The grand-fathered status remains in effect until WSDOT requires removal (1435.07) or there is a change from the 1990 AWDVTE or established use of the property. Managed Access Page 1435-8 All new access connections and alterations and improvements to existing access connections to state highways require an access connection permit. Every owner of property that abuts a state highway has the right to reasonable access. This right may be restricted with respect to the highway if reasonable access can be provided by way of another public road/street. When a new road or street is to be constructed, WSDOT approval is required for intersection design, spacing, and construction work on the right of way. This is usually in the form of a Developer Agreement. If, however, an access connection permit is issued, it will be rendered null and void if and when the road or street is duly established as a public road or public street by the local governmental entity. Access connection permits authorize construction improvements, relating to the access connection only, to be built by the permit holder on department right of way. It is the responsibility of the applicant or permit holder to obtain all other local permits or other agency approvals that are required, including satisfaction of all environmental regulations. Except where the access connection replaces an existing access connection as a result of department relocation activity, it is the responsibility ofthe applicant to acquire any property rights necessary to provide continuity from the applicant's property to the state highway right of way if the applicant's property does not abut the state's right of way. The alteration or closure of any existing access connection caused by changes to the character, intensity of development, or use of the property served by the access connection or the construction of any new access connection'must . not begin before an access connection permit is obtained. If a property owner or permit holder who has a valid access connection permit wishes to change the character, use, or intensity of the property or development served by the access connection, the permitting authority must be contacted to determine whether an upgraded access connection permit will be required. Design Manual December 2003 \ Regardless of where the permitting authority lies, it is the responsibility of the applicant to gain approval of plans (showing the construction details) from the Department of Transportation ifthere is to be any effect on state highway geometrics, channelization, or drainage. The design must conform to guidance that is elsewhere in this manual; Chapters 910, 920, and 940, for example; and other WSDOT manuals as applicable. Scheduling the work is discussed in 1435.08(3). The preconstruction conference is discussed in 1435.09. 1435.06 Permit Process An access connection permit is obtained from the department by submitting the appropriate application form, including the fee, plans, traffic data, and access connection information to the department for review. All access connection and roadway design documents for Category II and III permits must bear the seal and signature of a professional engineer registered in Washington State. The permitting process begins with the application. Upon submittal of the application with all the attached requirements it is reviewed and either denied or accepted. If denied, the department must notify the applicant in writing stating the reasons and the applicant will have thirty (30) days to submit a revised application. Once the application is approved and the permit is issued, the applicant may begin construction. No construction is allowed on the department's right of way until all necessary department and local government permits are issued. The Access Manager in each region keeps a record of all access points distinguishing between those that are permitted and those that are grand· fathered. A permit for a grand-fathered access point is not required but may be issued for record-keeping reasons. (1) Conforming Access Connection Permit Conforming access connection permits may be issued for access connections that conform to the functional characteristics and all legal requirements for the designated class of the highway. DeSign Manual December 2003 Conforming access connection permits may not be issued for access connections to Class I or II highways because ofthe legal restriction of private access connections. See Figure 1435-3. (2) Nonconforming Access Connection Permit Nonconforming access connection permits may be issued for short-term access connections pending availability of a future joint-use access connection or public road/street system access: For location and spacing not meeting requirements. For Category I through IV permits. After an analysis and determination by the department that a conforming access connection cannot be made at the time of permit application submittal. After a finding that the denial of an access connection will leave the property without a reasonable means of access to the public road/street system. In such instances, the permit is to be noted as being a nonconforming accesS connection permit and contains specific restrictions and provisions, including: Limits on the maximum vehicular use of the access connection. The future availability of alternate means of reasonable access for which a conforming access connection permit can be obtained. The removal of the nonconforming access connection at the time the conforming access is available. The properties to be served by the access connection. Other conditions as necessary to carry out the provisions ofRCW 47.50. Managed Access Page 1435-9 (3) Variance Access Connection Permit Variance access connection is a special nonconforming or additional access connection penn it issued for long-tenn use where future public road/street system access is not foreseeable: For location and spacing not meeting requirements or for an access connection that exceeds the number allowed for the class. For Category II and III penn its only. After an engineering study demonstrates, to the satisfaction ofthe department, that the access connection will not adversely affect the safety, maintenance, or operation of the highway in accordance with its assigned managed access class. In such instances, the pennit is to be noted as being a variance access connection penn it and specifies conditions or limits including, but not limited to: Limits on the maximum vehicular use of the access connection. The properties to be served by the access connection. Other conditions as necessary to carry out the provisions ofRCW 47.50. This permit will remain valid until modified or revoked by the pennitting authority unless an upgraded pennit is required due to changes in property site use. (See 1435.08(1).) A variance access connection permit must not be issued for an access connection that does not conform to minimum comer clearance requirements. (See 1435.03.) (4) Median Opening Median opening includes openings requested for both new access connections and for existing access connections. See Chapter 910 for median crossover spacing and other design guidance. New median openings proposed as part of a new access connection are reviewed as part of the penn it application review process. Managed Access Page 1435-10 Requests for the construction of new median openings to serve existing pennitted access connections require a reevaluation of the location, quantity, design of existing access connections, and traffic at the existing access connections. The property owner must file a new access connection pennit application, for the proper access connection category, showing the new proposed median opening location and design and its relationship to the existing or modified access connections. Nothing contained herein is to be construed to prohibit the department from closing an existing median opening where operational or safety reasons require the action. The department must notifY affected property owners, penn it holders and tenants, in writing, thirty (30) days in advance of the closure of a median opening unless immediate closure is needed for safety or operational reasons. 1435.07 Design Considerations See Chapter 920, "Road Approaches," for design considerations (design templates) and Chapter 700 regarding mailbox locations. 1435.08 Other Considerations (1) Changes in Property Site Use With Permitted Access Connection The access connection pennit is issued to the penn it holder for a particular type of land use generating specific projected traffic volumes at the final stage of proposed development. Any changes made in the use, intensity of development, type of traffic, or traffic flow require the permit holder, an assignee, or the property owner to contact the department to determine if further analysis is needed because the change is significant and will require a new permit and modifications to the access connection. (WAC 468-51-110) Design Manual December 2003 A signiticant change is one that will cause a change in the category of the access connection pennit or one that causes an operational, safety, or maintenance problem on the state highway system based on objective engineering criteria or available accident data. Such data will be provided to the property owner and/or pennit holder and tenant upon written request. (WAC 468-51-110) (2) EXisting Access Connections (a) Closure of Grand-Fathered Access Connections Any access connections that were in existence and in active use on July I, 1990 may be grand-fathered. The grand-fathered access connection may continue unless: There are changes from the 1990 AWDVTE. There are changes from the 1990 established use. The department detennines that the access connection docs not provide minimum acceptable levels of highway safety and mobiliry based on accident and/or traffic data or accepted traffic engineering criteria. (A copy of which must be provided to the property owner, pennit holder, and/or tenant upon written request.) (WAC 468-51-130) (b) Department Construction Projects I. Notitication The department must notifY affected property owners, pennit holders, business owners, and emergency services in writing, where appropriate, whenever the department's work program requires the modification, relocation, or replacement of their access connections. In addition to written notitication, the department will facilitate, where appropriate, a public process that may include, but is not limited to, public notices, meetings or hearings, and individual meetings. 2. Moditications --Considerations When the number, location, or design of existing access connections to the state highway is being moditied by a department DeSign Manual December 2003 construction project, the resulting'moditied access connections must provide the same generalfimctionality for the existing property use as they did before the moditication, taking into consideration the existing site design, nonnal vehicle types, and traffic circulation requirements. These are evaluated on an individual basis. It is important to remember that the intent is not to damage the property owner by removing nonconfonning access connections, but to eliminate access connections that are both nonconfonning and not needed. The pennitting authority evaluates each property individually to make a detennination of which category of access connection and which design template (Chapter 920) will be reasonable. If it is a commercial parcel, detennine if the businesscan function with one access connection. Each parcel. or contiguous parcels under the same ownership being used for the same purpose, is only' allowed one access connection. If the business cannot function properly with only one access connection, a variance permit may be issued for additional access connections. If the property is residential, only one access connection is allowed. however, certain circumstances might require an additional access connection. 3. Costs Replacement of existing access connections -When access connections are made as part of a department construction project replacing existing access connection points without material differences, no additional penn it is required. Costs are borne by the department. Modifications -If the modification of the access connection point is based on the owner's request and is more extensive than the routine replacement of an existing access connection, the owner must also participate in the differential cost. Managed Access Page 1435-11 (3) Work by Permit Holder's Contractor The department requires that work done by the owner's contractor be accomplished at the completion of the department's contract or be scheduled so as not to interfere with the department's contractor. The department may require a surety bond prior to construction of the access connection in accordance with WAC 468-51-070. 1435.09 Preconstruction Conference All new access connections including alterations and improvements to existing access connections to the highway require an access connection, permit. The department may require a preconstruction conference prior to any work being performed on the department's right of way. The preconstruction conference must be attended by those necessary to assure compliance with the terms and provisions of the permit. Details for the individual access connections will be included in the construction permit. This may include access conneCtion widths, drainage requirements. surfacing requirements, mailbox locations, and other information. (WAC 468-51-090) 1435.10 Adjudicative Proceedings Any person who has standing to challenge any of the following department actions may request an adjudicative proceeding (an appeal to an Administrative Law Judge) within thirty (30) days of the department's written decision: (WAC 468-51-150) Denial of an access connection permit application pursuant to WAC 468-51-080 Permit conditions pursuant to WAC 468-51-150 Permit modifications pursuant to WAC 468-51-120 Permit revocation pursuant to WAC 468-51-120 Closure of permitted access connection pursuant to WAC 468-51-120 Managed Access Page 1435-12 • Closure of grand-fathered access connection pursuant to WAC 468-51-130 An appeal of a decision by the department can only be requested if the administrative fee has been paid. If the fee has not been paid, the permit application is considered incomplete and an adjudicative proceeding cannot be requested. Below is a brief summary of the adjudicative proceeding process. For the purpose of this summary, the responsibilities of the department are separated into those actions required of the region and those actions required of Headquarters. The following summary is also written as if the appealable condition was a denial of an access connection request. 1. The region receives an access connection permit application, with fee. 2. The region processes the application and makes a determination that the access connection request will be denied. 3. The region sends to the applicant a written letter denying the access connection. Included in this letter is notification that the applicant has thirty (30) days to request an adjudicative proceeding if the applicant disagrees with the region's denial decision. The region must notity affected property owners, permit holders, business owners, tenants, lessees, and emergency services, as appropriate. 4. The applicant, within thirty (30) days, requests an adjudicative proceeding. 5. The region reviews its initial denial decision and determines if there is any additional information presented that justifies reversing the original decision. 6. If the region determines that the original denial decision will stand, the region then forwards copies of all applicable permit documentation to the Access and Hearings Manager (AHM) at Headquarters for review and processing. 7. The AHM reviews the permit application and, ifneed be, consults the Attorney General's (A G) office for advice and direction. Design Manual December 2003 8. If the initial findings of the AHM agree with the region's denial decision, Headquarters sends to the applicant a written letter, with the signature of the State Design Engineer, infonning the applicant that a hearing will be set up for the applicant to attend and appeal in person the department's decision to deny access. 9. The region reserves a location and obtains a court reporter, while Headquarters obtains an Administrative Law Judge (ALJ) to conduct the proceeding. Headquarters, by written letter with the State Design Engineer's signature, notifies the applicant of the time and place for the hearing. The department has ninety (90) days from receipt of the applicant's appeal to approve or deny the appeal application, schedule a hearing, or decide not to conduct a hearing. The actual hearing date can be set beyond this ninety (90) day review period. 10. The region's AG leads the department's presentation and works with both the region and the AHM regarding who will testify and what displays and other infonnation will be presented to the ALJ (note: the AHM will typically not attend these proceedings). II. After hearing all the facts, the ALJ issues a decision, usually within a couple of weeks after the proceedings. However, the ALJ has ninety (90) days in which to serve a written Initial Order, stating the decision. 12. The ALJ's decision is final unless the applicant, or the department through the AHM, decides to appeal the ALJ's decision to the State Design Engineer. This second appeal must occur within twenty (20) days of the ALl's written decision. 13. I f appealed to the State Design Engineer, the State Design Engineer has ninety (90) days to review the Initial Order, and all the facts and supporting documentation, and issue a Final Order. The review by the State Design Engineer does not require the applicable parties to be present and may involve only a review of the material submitted at the adjudicative proceeding. Design Manual December 2003 14. The State Design Engineer's decision is final unless appealed within thirty (30) days to the Washington State Superior Court. The above represents a general timeline if all appeals are pursued. Based on the above timelines it can take nearly a year before a Final Order is issued. If appealed to Superior Court, up to an additional 18 months can be added to the process. In any case, contact the region's Development Services Engineer for further guidance and direction if an appeal might be coming. 1435.11 Documentation A list of the documents that are to be preserved [in the Design Documentation Package (DDP) or the Project File (PF)] is on the following website: http://www. wsdot. wa.gov/eescl designlprojectdev I Managed Access Page 1435-13 ~~ Noncon-Access '" ~ Class forming Variance Conforming Point Limitations '" ~ Spacing •• ~'" ... '" "'''-'f'l> Class 1 Yes· 1320' 1 access connection only to contiguous parcels ~o under same ownership "'0 Mobility is the primary function '" .. Private access connection is not allowed unless .. no other reasonable access exists. (Must use public road/street system if possible.) Class 2 Yes" 660' 1 access connection only to contiguous parcels Mobility favored over access under same ownership unless frontage> 1320' Private access connection is not allowed unless no other reasonable access exists. (Must use public road/street system if possible.) Class 3 Yes Yes 330' 1 access connection only to contiguous parcels Balance between mobility and under same ownership. access in areas with less than Joint access connection for subdivisions maximum build out preferred, but private access connection allowed with acceptable justification. Class 4 Yes Yes Yes 250' 1 access connection only to contiguous parcels Balance between mobility and under same ownership except with acceptable access in areas with less than justification. maximum build out Class 5 Yes Yes Yes 125' I More than 1 access connection per ownership Access needs may have priority allowed with acceptable justification. over through mobility needs fi'tl :6 ~. • The access connection continues only until such time when otfler reasonable access to a highway with a less restrictive class or acceptable access to the public road/street g. '§ system becomes available and is allowed. ~ l: •• Minimum, on the same side of the highway. "'~ "'E 8 2!. Managed Access Highway Class Description Figure 1435-3 I PUBLIC HEARING City of Renton Department of Planning / Building / Public Works PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: Project Name: Owner: Applicant: Contact: Fi/e Number: Proj9ct Description: Project Location: April 26, 2005 Zetterberg Short Plat Katie Zetterberg, 755 So. 21" SI., Renton, WA 98055 Michael Feuerborn, Dreamcraft Homes, 215 East Meeker, Kent, WA 98032 Roger Cecil, PE, SDA Engineers, 18322 Bothell Way NE, Bothell, WA 98011 LUA-05-032, SHPL-H Project Manager: Susan Fiala, AICP The applicant Is requesting Hearing Examiner Short Plat approval for the subdivision of a 1,39 acre site into 9 lots and one storm drainage tracl. The lots are intended for the eventual development of detached single-family homes on lots ranging in size from 4,500 to 6,211 sq. ft. The site is located within the Residential - 8 (R-8) zoning designation with a proposed density of 7.9 dulac. Access is proposed via a new public road extending south from So. 21 st SI. terminating in a cul-de-sac. EXisting structures would be removed/demolished to accommodate the short pial. 755 South 21" Street II l II II r--_...JII II II II , j I I I ! l ! I -----------~ I ! I I I Zetterberg Short Plat Preliminary Drainage Control Plan ,:/ ,-.",. )f;)iji ;1/" '/" -------_. !.I'±'t CI TY 0 F ~ RENTON ',' (i ~: ZETTEllU£:R(i SHOAT PUH Preliminary Drainage Control Plan ,.' " ! ; } ... o " -< o z o " -< :!: m ., m Minutes OWNER: APPLICANT: CONTACT: LOCATION: SUMMARY OF REQUEST: SUMMARY OF ACTION: OFFICE OF THE HEARING EXAMINER CITY OF RENTON Katie and Karl Zetterberg 755 S. 21" Street Renton, W A 98055 Michael Feuerborn Dreamcral1 Homes 215 East Meeker Kent, W A 98032 Roger Cecil, PE SDA Engineers 18322 Bothell Way NE Bothell, W A 980 I I Zetterberg Short Plat LUA 05-031, SHPL-H 755 South 21;t Strcet May 10, 2005 I-Iearing Examiner Sh0I1 Plat approval for a nine (9) lot subdivision of a lA-acre site. Development Services Recommendation: Approve subject to conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on April 19,2005. PUBLIC I-lEA RING: 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 Thefo//Olving minules lire IIsunmmry oflhe April 26. 2005 hearing. The leJ:lll record is recorded Oil CD. The hearing opened on Tuesday, April 26, 2005, at 9:00 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify wcre affirmed by the Examiner. The following exhibits were entered into the record: Ex";";t No.2: Neighborhood Detail Map Zetterberg Short Plat File No.: LUA-05-032, SHPL-H May 10,2005 Page 2 other documentation pertinent to th is rcquest. Exhihit No.3: Preliminary Short Plat Exhihit No.5: Preliminary Draina~e Control Plan Exhibit No.7: Zoning Map. Exhibit No.4: Prcliminary Grading Plan Exhibit No.6: Preliminary Utility Plan The hearing opened with a presentation ortile staff report by Susan Fiala, Senior Planner, Development Services, City of Rcnton, 1055 S Grady Way, Renton, Washington 98055. The subjcct sitc is approximately 1.4 acres and located in the Talbot Hi II neighborhood of the City of Renton. It is at the southwcst corner of South 21" Street and Wi Iliams Avenue South or State Route 515 and Benson Road South. It is surrounded by existing single-family developmcnts to the north, west and south and across from SR 515 there is existing single-family developments. The site is zoned Residential-8 (R-8) and the Comprehensive Land Use designation for the site is Residential Single Family. The site would be divided into nine (9) lots and one storm drainage tract. It would be accessed olTof South 21" Street via a new public road, designed as a cul-de-sac (Road A). All lots would be oriented around the cul-de-sac, Lots 4, 9 and 6 would have pipestems to access Road A. The subject site is almost a square piece of land, 270 feet in length (east-west) and 224 feet in the width (north- south). The site slopes down to the SE at approximately 8%. The site is currently developed with a single- family residence with several sheds in the southwest corner, all of which will be removed to accommodate the new short plat. Environmcntal Review was not required since there are no critical areas on this site. The proposed subdivision is consistent with several of the objectives and pol icies of the Comprehensive Plan Land Use and Community Design Elements especially infill development and landscaping. A conceptual landscape plan will be made a condition of short plat approval. The proposed site has a net density of 7.9 dwelling units per acre and does comply with the requirements for the R-8 zoning designation. All lot sizes would be greater than the minimum standard of 4,500 square feet for sites greater than one acre. All lots appear to comply with the setback rcquiremcnts and would be verified at the time of individual building permit review, as well, all lots comply with arrangement and access requirements of tile Subdivision Regulations. Access to all lots would be via South 21" Street to new Road A configured as a cui-dc-sac. The 42-1'001 right- of-way, Road A, would includc street improvements including pavement, sidewalks, City of Renton street lights, and street namc signs. South 21" Street also requires half-street improvements. Fire, Traffic and Mitigation Fees are to bc imposed as condition of short plat approval. A minimum of two trees pCI' lot located within the front yard is a requirement of the Code. Due to the pipestem lots, those trees will havc to be moved further back or elsewhere on site. StaffwiJi have to look at that to be surc there arc no sight distnnce problems when backing out as well as access to the lots. Zcttcrberg Short Plat File No.: LUA-05-032, SHPL-H May 10,2005 Page 3 The Examiner inquired ifsome of the driveways off the cul-de-sac could be shared. Ms. Fiala stated that Kayren Kittrick could address that situation. It appears that some joint use driveways might be possible. The site is located within the boundaries of the Renton School District. The School District has indicated that thcy can accommodate the additional students. The applicallt did submit a preliminary storm drainage information report prepared by Site Development Associates which indicated that 011 site improvements would include curb and gutter, catch basins am! a pipe network that would go into the water LJuality and detention pond located in Tract J\. All of this w(.hlid be designcd to the 1990 King County Surface Watcr Design Manual. A 30 percent factor of safety was added to the detention volume l'or the I OO-year storm event. Staff recolllmends tile establishment of a Illaintemmce agreement lor all common improvements, storm drninage tract, any utility easements and landscaping. The project must comply with the DOE's Erosion and Sediment Control Requirements as outlined in Volume 11 of the 200 I Storm water Management Manual. The applicant will provide fencing and landscaping along all boundaries of the storm drainage tract. The sight distances will have to be looked at carefully in regards to placement of fencing. The site is located within the City of Renton water and sewer service area. Staff recommends approval of this short plat subject to 7 conditions. Roger Cecil, PE. Site Dcvelopmcnt Associates, 18322 Bothell Way NE, Bothell, W A 980 II stated that thcy are the civil engineers for the developer of this property. As far as sight distance as it relates to tlle drainage tract, when laying out the Irontage improvements, along with the property lines Exhibit 6 also shows the proposed curb lines for both the interior road and the improvements on South 21" Street, they are matching curb lines at the intersection with existing curbs at Williams. That leave quite a distance from the Tract itselft0 the sidewalks and that should provide area for sight distance with some screening within the Tract. SR 515, as it backs the property, there is approximately a I-I slope from the back of the sidewalk to the property. There is probably 10-15 feet of vertical relief from the subject site and the back of the sidewalk on Benson which does provide some visual rei icf from the street to the proposed development. The site docs slope generally to the north, there is a high ridge at about the middle of the site. A portion of the site in its present condition does drain to thc south and enters a ditch system that runs to the southeast corner of the site and then runs along the east side of the property to tile north to a ellivert that goes under SR 515. Greg Larsen and Darlene Larsen, 2211 Williams Ave S., Renton, WA 98055 stated that they live south of the proposed development. They have some concerns regarding the drainage. There is sort ora drainage ditch that docs exist. The site docs roll up in the middle and it docs drain to the north, south and the east. His acre of land does slope downward to the north. The south fence line of the proposed development is a major water collector, it is not graded to drain completely. At the southwest corner is a vcry wet pond and it does affect the four corners of the properties. They would like to see tile natural drainagc system be worked over to drain properly. The wet arca affects Lots 4 and 5 of the proposed development as well as the Larsen property. It does dry O\lt in the summer and then fills lip during the winter. Zctterberg Short Plat File No.: LUA-05-032, SHPL-H May 10,2005 Page 4 The Examiner asked if a wetland assessment had been done for this site. Ms. Fiala stated that the land may be wet but it is not a wetland so no wetland assessment was done for this site. Mr. Larsen further commented that there currently exists a chain link fence that has been completely damaged by the horses that used to be on that property. He wondered if some sort of fence would be required to be installed between the lots. The Examiner stated that there generally is no requirement for fencing between like zoned properties. It would be up to the Larsens or the developer or the owners of Lots 4, 5 and 6 or some combination of all those people to come up with a fence design or leave it open. Mr. Larsen stated he was also concerned about access to their lot for future development. Since Williams Avenue does dead end at their property and the home to the southeast of them is very close to the one lane that Williams Avenue is right now and it would be very difficult to have a road into their property if in the future they did decide to develop their lot. Williams Avenue travels along the downhill side ofa large bank that is SR 515, it is down about 15 feet or so from the 515. It would be a major issue to widen that road for future development. Mrs. Larsen stated that the fence does need to stay since they have farm animals in their pasture. Jerry Marconi, 2114 Smithers Avenue South, Renton, WA 98055 stated that he lives one lot south ofS 21" Street and one lot west of the proposed site and that he has lived there 45 years. His aunt and unck live on the property just south and east of his lot and directly west of the proposed site. All this land was farrr.land at one time, the back building on his aunt and uncle's property is a major barn and is about 45-50 years old. The previous owner kept milk cows. The water from the barn would drain to the fence line and ditch that Mr. Larsen was talking about. It was gradcd in order to allow the water to run under what is nOW SR515 and on to the creek. When the Melissa property was platted, a drainage line was put in on the side because of the water and it ends at the southwest corner of the propel1y. If this is not connected to a drainage system, the Melissa property and his aunt and uncle's property will be flooded. He also would like to know how much fill would be used in order to build the homes on the proposed site. There are some deep dips in that land. On the west side of the property, his aunt and uncle would like some type of wall. The land is flat there and with the digging for a foundation for a home, there could be a lot of backfill which will cause a bigger problem with water. Kayren Kittrick. Development Services stated that the King County Design Manual requires that offsite drainage be handled, picked up, conveyed around and put back where it is supposed to go. It will not be conveyed olTto other properties. The devclopers will most likely be required to install a physical system of some sort at the location ofthc ditch. There are no access or sight issues for S 21" Street. Regarding the request of the Larsens to have access via this plat; case law does not rcquire a road to extend to the Larsen property. It would be best, if they do wish to develop in the futurc they should try to make some sort of deal with the owners to the south or they talk now with the developers of Zctterberg. There is nothing that the City can do to force it. Regarding driveways, Ms. Kittrick stated they would push for joint use driveways, but not sure that they would want to condition this particular plat specifically which two lots would have to combine. The bottom four lots, if they wanted to join Lots 3 and 4 and Lots 6 and 7 would he good, but not required. Zetterberg Short Plat rile No.: LUA-05-032, SI-IPL-II May 10,2005 Page 5 Roger Cecil stated that with regards to fencing, it is fairly typical for builders in new developments to do some kind of6-foot wood fence. He did not want to presume what the builder is going to do, but that is common and he would believe that the builder would be willing to work with the neighbors on that isslle. As for the grading, the intent is to balance the site. They arc trying to minimize the grading as well as the cuts and fills so that material will not have to be hauled in and out of the site. They will be tying into a sewer system in the Smithers intersection. That will govern how low they can go with the site. '-Ie does not expect the grades to change much. Regarding the flmvs from the site, in general the roor d<.)\vnspouts will be picked lip and routed into the detention pond. That portion of the site will be taken care of, it docs not just go olrthe roofs and out into a splash box. Most builders like their homes to be a foot to two feet above the cllrb line of the street. That meanS that at least the li'ont half of the property is draining to the street. They will actually be improving the situation for some of the neighbors because currently approximately one-third of the site is draining to the s'.'lIth and now it will bc going inlo the stann drainagc system, leaving the back 15 feet or so draining to the south and into the ditch. Jennifer I-lenning, Principal Planner, Development Services Division stated that there has been a code change (lbotlt the interconnecting streets. In instances where the streets are not interconllected, it is necessary to make findings and in this case the Zctterberg plat is subject to the new code and the code does state that a grid street pattern be used where possible. This particular case is more ofa microgrid, not part of the largcr City grid, and that is why a cui-dc-sac was determined most appropriate. There arc some slope issues out to SR 515 that were considered. There is not a larger street pattern that would make sense to connect to this development. The code further talks about connecting existing and new development, this new development would not be connecting to existing platted development, this is existing vacant lanel. Mr. Marconi suggested that the detention pond is in the wrong place, it should be back in the southeast corner rather than where it is planned. Years ago this land had seven wells and none of those wells went dry during the summer. There is water and with the Larsen property sloping to the north it has created a "V" section between the lots with their tence line in the middle of that "V". Ms. Kittrick stated that the water from the south would be moved to the north. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further commcnts from staff. The hearing closed at 10: I 0 a.m. FINDINGS, CONCLUSIONS eli< RECOMMENDATION Having reviewed the record in this matter, thc Examiner now makes and cnters the following: FINDINGS: I. The appl ieant, Michael Feuerborn, Dreamcral1l-1omes, tiled a request for approval of a nine-lot short plat. 2. The yellow file containing the stalTreport, the State Environmental Policy Act (SEPA) documentation and other pertinent 1llaterials was entered into the record as Exhibit # I. 3. The Environmental Review Committee (ERC), the City's responsible official, determined that the proposal is exempt from an environmental assessment. Zetterberg Short Plat File No.: LUA-05-032, SHilL-I-! May 10,2005 Page 6 r 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located 755 South 21st Street. The site is on the south side of 21st just west of Benson Road S. The substandard right-of-way for Williams Avenue S runs along the eastern property I inc of the subject site. 6. The subject site was annexed to the City in May 1979 with the adoption of Ordinance 3316. 7. The subject site is zoned R-S (Single Family; S units/acre) a designation it received with the adoption of the new Zoning Code and Comprehensive Plan. The site received its current SF (Single Family: Lot size -4,500 square feet) zoning with the adoption of Ordinance 4404 enacted in June 1993. 8. The map element orthe Comprehensive Plan designates the area in which the subject site is located as suitable for the development of single-family uses, but does not mandate such development without consideration of other policies of the Plan. 9. The subject site is approximately 1.39 acres or 60,643 square feet in size. The parccl is approximately 222 feet (north to south) wide by approximately 270 feet long. 10. The site slopes down approximately 8 percent toward the north. A low, wet area is located in the southwest corner of the subject site. II. An existing homc and outbuildings that are locatcd on the sitc would be removed if the short plat is approved. 12. The area is predominantly developed with single-family uses. SR-515 is located east ofth" site just east of the Williams right-of-way. 13. The subjcct site is rectangular. The applicant proposes dividing the subject site into ninc (9) lots and one tract that would contain stornl\vater. 14. The nine lots would bc arrayed around a new, public cul-de-sac that would run south from S. 21st Street. 15. The proposed lots range in size from approximately 4,500 square feet to 6,211 square feet. 16. Proposed Lot I would be located in the northwest corner orthe proposed plat. The other lots would flow around the cui-de-sac in counterclockwise order ending with Proposed Lot 9 in the northeast corner and Tract A, the detention tract, immediatcly across the new road from Lot I. 17. The new cul-de-sac would be centrally located and all of the lots would have access directly to it. Proposed Lots 4, 6 and 9 would be pipestem shaped lots. 18. Staff noted that all lots met setback, frontage and lot area requirements of the R-8 Zonc. 19. As proposed, the density orthe plat will be approximately 7.9 units per acrc. 20. The site is located in the Renton School District which assigns students on a space availab:c basis. The proposed development would generate approximately three to four additional school students. Zetterberg Short Plat File No.: LUA-OS-OJ2, SHPL-H May 10,2005 Page 7 21. The site will bc served by City utilities. Watcr and sewer can be extended to the site from lines in nearby streets. All installations will have to lIleet City standards. The site will also have to meet fire hydrant location requirements. 22. The development will generate a total of approximately 90 vehicle trips per day, or 80 more than currently generated by one home. 23. Stonnwater problems exist and panding apparently occurs ncaf the ~ollthwcst corner of the subject site according to neighbors. The current proposal places the detention system on Proposed Tract A at the northeast corner of the site. The applicant is only responsible for detaining stormwater generated on the subject site and releasing it in a natural location and manner. The development of the site cannot cxaccrbnte existing conditions. 24. The property to the south has access via Williams and then north to 21 st Street. As noted Williams is substandard. That property's owner has suggested that access to their site is restricted and, therefore, restricts the development potential of their lot. They suggested that access be provided throusl1 the subject site to their lot. Staff has noted that due to topography, the location of SR-515 and existing development patterns, that no additional extensions of the street grid patterns are required. CONCLUSIONS: I. The proposed division of the subject site appears to serve the public use and interest. The size of the proposed lots meets the requirements of the Zoning Code. The proposed plat with a density of7.9units per acre just jilils into the required density range of up to 8 units per acre. 2. The proposed subdivision will be an infill proposal that will not tax the underlying utility systems. Utilities are available to serve the site or can be extended to the site. 3. The developillent will provide additional hOllsing opportunities for those who wish urban services. The plat will provide building lots of modest size. 4. The plat will add residents to the City and those residents will need urban services including access to roads, parks and fire and other emergency services. The applicant will have to make provision as required by state and City law for that impact by paying the standard City calculated mitigation fees. 5. The applicant will have to provide for the stormwater it generates by impounding it on the subject site per code-mandated requirements. The storm drainage tract will have to be screened and protected by appropriate landscaping and fencing to prevent intrusions. 6. The applicant appears to have reasonable access to the City's street system. It docs not appear reasonable to create any additional through streets in this arca according to City staff. The subject site is not that largc of a parcel and creating a tilrougil street would diminish its size and create additional traffic impacts on its new residents. DECISION: The ShOl1 Plat is approved sul~jcct to the following conditions: Zetterberg Short Plat File No.: LUA-05-032, SHPL-H May 10,2005 Page 8 I. The applicant shall pay the appropriate Transportation Mitigation Fee equal to $75.00 for each new daily trip associated with the project. Credit given for one existing residence. The Tran"portation Mitigation Fee shall be paid prior to the recording of the short plat 2. The applicant shall submit a conceptual landscape plan for the five foot landscape strip as prepared by a registered landscape architect, or a certified nurseryman, or other similarly qualified professional to the Developmen! Services Project Manager for review and approval prior to the recording of the short plat. 3. The applicant shall pay the appropriate Fire Mitigation fee equal to $488.00 per new single-family residence. Credit given for one existing residence. The Fire Mitigation Fee shall be paid prior to the recording of the short plat. 4. The applicant shall pay the appropriate Parks Mitigation Fee equal to $530.76 for each new single- family lot. Credit given for one existing residence. The Parks Mitigation Fee shall be paid prior to the recording of the short plat. 5. A maintenance agreement shall be created concurrently with the recording of the short plat in order to establish maintenance responsibilities for all shared improvements, including the storm water tract and landscaping. The agreement shall be placed on the face of the final short plat. 6. The short plat shall be required to comply wit the Department of Ecology's (DOE) Erosion and Sedimentation Control Requirements, outlined in Volume II of the 2001 Stormwater Management Manual. 7. The applicant shall prepare and submit a landscape and fence plan for the visual enhancement of Tract A. Along all tract boundaries either a chain link fence with dense landscaping creating a solid visual barrier or a solid wood fence with landscaping shall be installed prior to recording. The landscaping shall be irrigated unless drought tolerant plants are used. Fences shall be located so as to not interfere with required sight distance triangles and must comply with fence regulations for height. The plant materials shall provide a year-round dense screen within three (3) years from the time of planting. The satisfaction of this requirement shall be subject·to the review and approval of the Development Services Division Project Manager prior to the recording of the final short plat. ORDERED HIlS 10'h day of May 2005 FRED J. KAU I-IEARING EX TRANSMITTEDTI·IIS 10'" day of May 2005 to the parties of record: Susan Fiala 1055 S Grady Way Renton, WA 98055 Kayren Kittrick 1055 S Grady Way Renton, W A 98055 Katie & Karl Zetterberg 755 So. 21" Street Renton, W A 98055 Zetterberg Short Plat File No.: LUA-05-032, SHPL-H May 10,2005 Page 9 Michael Feuerborn Dreamernli Homes 215 East Meeker Kent, W A 98032 Roger Cecil, PE SDA Engineers Gary & Darlene Larsen 2211 Williams Ave. S Renton, W A 98055 18322 Bothell Way NE Bothell, WA 980 II Jerry Marconi 2114 Smithers Ave S Renton, W A 98055 TRANSMITTED THIS lOti' day of May 2005 to the i(lllowing: Mayor Kathy Keolker-Wheeler Jay Covington, Chief Administrative Officer J ul ia Mcdzegian, Counci I Liaison Larry Warren, City Attorney Gregg Zimmerman. PBPW Administrator Alex Pietsch, Economic Development Jennifer Henning. Development Services Stacy Tucker, Development Services Stan Engler, Fire Larry Meckling, Building Official Planning Commission Trnnsportation Division Utilities Division Neil Watts, Development Services Janet Conklin, Development Services King County Journal Pursuant to Tit Ie IV, Chapter 8, Section I OOGof the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m" May 24, 2005. Any aggrieved person feeling that the decision of the Examiner is ambiguoLls or based on erroneolls procedure, errors of law or t~lct, 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 trom the date of the Examiner's decision. This request shall set forth the specific <lmbiguities or errors discovered by stich appellant, and the Examiner may, after review of tile 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 ti,e Finance Department, first fielor of City Hall. An a""calmllst be filed in writing on or hcfore 5:00 p.m., May 24, 2005. If thc Examincr's H.ecommendation or Decision contains the requirement for Restrictive Covcnants, thc executed Covenants will be required prior to approval hy City Councilor final processing of the file. You lIlay contact this oflice for information on formatting covenants. 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. ;\11 cOllllllllnicatiolls concerning the proposal must be made ill public. This public communication permits all interested parties to know the contents orthe 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. \ .. =- ui '" II: :z: '" N 0: --= -~- -----.:::::--= --.:::::----:::::r::=:;::;r=======::::::~ NOLN:oI:-J ~~ .-10 }..LlJ f.:lr. ~'-.' /(] /0 to cA C.A "",'. CD ""d .. _e=; :>, Q) ~ ~ ---;5> W CD CA CAl .-' . -' .-......... - CA R-l ZONING PIBIPW TECHNlCAL SBIlVlCl!S 1lIl8IO+ CD ......... CA S Rento Village PI. CA CD H3 • 30 T23N R5E E 112 - - --R .. ni.on Cit,. Urnll,ol R-8 Srt=: G3 19 T23N R5E E 112 5319 w '" ui " a: z ., '" d w ., w ., w ., w x ... ... o z o ;: a: o .. _w , ; , " ueld JOJlUOO a6eU!8JO .A:J8U!W!IElJd NOl.N"~ ~" -iO A.LIJ ez; ""-.' ,t; ,;,.«". UBld IOJIUOO e6uu!'cua ,(J8UIWnGJd IBid P04S DJaqJanaz I I I I I I I I I i I I I I I I I I I , I ! \ I i I I ji II '. r" ~~r ~I~; ,Ii <D ~ i • • :; • I I ! f • ! j f : ! • i . '. . ' . , 't" .. ," I , ' , , <e.liTY <: F, ~JENTOW· PlannirigIBuildingIPublicWorks Department . Gregg ZimmermilD P.E., Administrator , . "', '.: "; j.; "" '" .' M.arch 31 .. 2005 Superiniendent's Office .'. ' , Renton School Disirict #403' , 300 SW 7'h Street ' · Renton; ,«A 9805S:2307, " . . . .' . ~ · Subject: . Zetterqerg Short Plat . . LUA-05-032; SHPL-H ',,', . . APR 1 8'1005 ,'y~"" .. \('o"""r:\"r' 1\.+1("'" ,... =:-;-'11'"\.'\1-':..,.._ \.".-" ',: '.' L, :', 'CThe City of R~~ion Development Ser~i2~s' Divisi~;' has received an applfcatio~ for a 9-lotsingle- ., . family'subdivision located at 755 S 21 " Street. Please see)he enclosed Notice ·of Application . for. furtherdetails,',·., "", " . . " . " .,' ',' ' < -, ~ ': ,'; \ , ,'< '_. "'. , : _' , .'. ',' , '. ,: .' \1 ,! " '_: " .J, '. '. , • ··In order to process this application, the Development, Services' Division needs to. know which , Reritonsctioolswouldbe attended .bY chjldrervliving ill residences at the location . indicated .' .. above, .. Please fill in the.appropria·te schools on the list belo"ll' and returr. this letter to 'my . , attention, Development Services Division, City of Renton,'.1055 'South Grady Way, Renton;. , Washington,98055 by April 14, 2005, .::; . . . 'ElementarY~chool: "J~ ' .. ~~ ~j '~idOie S6hooi:' .'~W'., · HighSChOOl; . :--tf!hz~' ,'; , ., , . w. il! the SChOOISYO~ have indi~~ted' 9~~~le 'to hi:l~~le th~impa~t'oite additional.~t~d.en~s ., estimated to come from the. proPQsed dev.elopment? .... Yes' . No . .,' , , --'" -• ~ ,. ': '" "'. " I • c, ' . , .. , ", Any Comments: ,-,--'---,--..".,.--..-.--;-:--.,--;--,-------e-~--':-:--~~~-__'c .; '. , . Thank you fci'rp~oviding this important information', 'If you have', any'questio~s r~garding this .' project, please contact me at (425) 430-7382.' .. " . , '. . . '. . , . Sincerely, .. 1 , , ,~\' ',' -" . ,'" ',,-, .. ',' .Susan Fiala. ' " . , . '. ,) , Senior Planner . ,', , .' '. " , ,'. ',-- ;. , .' ',,' Ene!: .~ ---~-;-'--I'-';~-:C5'5-;:-' "'so-u-'th'-G"'rc-'a""dy-W""-ay---'R"-e-n-'-to-n-', w"'. C-as-h"-;~~~-to'-n-'9-"8'705-5c-. ~~----"-'--It E NT 0 N ..... ' ,.'::. '. ' .. -',' * ;!s paper ~n~lns 50% recycled matenal 30"l~'postcon,sum?r AHEAD OF THE CURV,E " ", :', .,', , ., , ,': . ,', " CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 19th day of April, 2005, I deposited in the mails of the United States, a sealed envelope containing Preliminary Report to the Hearing Examiner documents, This information was sent to: Roger J, Cecil Contact Michael Feuerborn Applicant Kathie Zetterberg Owner Greg & Darlene Larsen Parties of Record (Signature of ::;ellde'r)-';,,tt1~~'#-~~~~~ ___________ _ SS COUNTY OF KING I certify that I know or have satisfactory evidence that Stacy Tucker signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated:_~'1_-.:..../..:..1_-_o_5"_ Notary (Print): My appointment expires: . i pr6ieCi iNIlIlle:'.' Zetterberg Short Plat , J '-' . '. " CITY OF RENTON HEARING EXAMINER PUBLIC HEARING April 26, 2005 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: Zetterberg Short Plat PROJECT NUMBER: LUA-05-032, SHPL-H PROJECT DESCRIPTION: The applicant is requesting Hearing Examiner Short Plat approval for the subdivision of a 1.39 acre site into 9 lots and one storm drainage tract. The lots are intended for the eventual development of detached single-family homes on lots ranging in size from 4,500 to 6,211 sq. ft. The site is located within the Residential - a (R-a) zoning designation with a proposed density of 7.9 dulac. Access is proposed via a new public road extending south from So. 21st St. terminating in a cul-de-sac. Existing structures would be removed/demolished to accommodate the short plat. HEX Agenda 4-26-0S.doc PUBLIC HEARING City of Renton Department of Planning I Building I Public Works PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: Project Name: Owner: Applicant: Contact: File Number: Project Description: Project Location: April 26, 2005 Zetterberg Short Plat Katie Zetterberg, 755 So. 21" St., Renton, WA 98055 Michael Feuerborn, Dreamcraft Homes, 215 East Meeker, Kent, WA 98032 Roger Cecil, PE, SDA Engineers, 18322 Bothell Way NE, Bothell, WA 98011 LUA-05-032, SHPL-H Project Manager: Susan Fiala, AICP The applicant is requesting Hearing Examiner Short Plat approval for the subdivision of a 1.39 acre site into 9 lots and one storm drainage tract. The lots are intended for the eventual development of detached single-family homes on lots ranging in size from 4,500 to 6,211 sq. ft. The site is located within the Residential - 8 (R-8) zoning designation with a proposed density of 7.9 dulac. Access is proposed via a new public road extending south from So. 21 st St. terminating in a cul-de-sac. Existing structures would be removed/demolished to accommodate the short plat. 755 South 21" Street City of Renton PIB/PW Department ZETTERBERG SHORT PLA T Preliminary Report to the Hearing EXaminer LUA-05-032, SHPL-H PUBLIC HEARING DATE: APRIL 26, 2005 Page 2 of 11 B_ HEARING EXHIBITS: Exhibit 1: Project file ("yellow file") containing the application, reports, staff comments, and other material pertinent to the review of the project. Exhibit 2: Exhibit 3: Exhibit 4: Exhibit 5: Exhibit 6: Exhibit 7: Neighborhood Detail Map (dated March 15,2005) Preliminary Short Plat (dated March 15, 2005) Preliminary Grading Plan (dated March 15, 2005) Preliminary Drainage Control Plan (dated March 15,2005) Preliminary Utility Plan (dated March 15, 2005) Zoning Map: Sheet G3 East (dated Dec, 2B, 2004) C. GENERAL INFORMA TlON: 1. 2. 3. 4. Owner of Record: Zoning Designation: Comprehensive Plan Land Use Designation: Existing Site Use: Katie Zetterberg, 755 So. 21 st St., Renton, WA 9B055 Residential - B Dwelling Units per acre (R-B) Residential Single Family (RSF) Single family residence and outbuildings. 5. Neighborhood Characteristics: 6. Access: 7. Site Area: 8. Project Data: North: Single family residential; R-B zoning East: SR 515 (Williams Ave.); R-B zoning South: Single family residential; R-B zoning West: Single family residential; R-B zoning South 21 st Street 1.39 acres (60,643 square feet -gross area) Comments Existing Building Area: New Building Area: Area NA NA NA To be removed/demolished N/A Total Building Area: D, HISTORICAUBACKGROUND: Action Annexation Comprehensive Plan Zoning Land Use File No. N/A N/A N/A Ordinance No. 3316 449B 4404 N/A E. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts Section 4-2-020: Purpose and Intent of Zoning Districts Section 4-2-070: Zoning Use Table Section 4-2-110: Residential Development Standards HEX_ZetterbergSHPL.doc Date 05/14/1979 02/20/1995 06/07/1993 City of Renton PIB/PW Department ZETTERBERG SHORT PLA T Preliminary Report to the Hearing Examiner LUA-05-032, SHPL-H PUBLIC HEARING DATE: APRIL 26, 2005 2. Chapter 4 Property Development Standards Section 4-4-030: Development Guidelines and Regulations Section 4-4-060: Grading, Excavation and Mining Regulations Section 4-4-070: Landscaping Regulations Section 4-4-080: Parking, Loading and Driveway Regulations 3. Chapter 6 Streets and Utility Standards Section 4-6-060: Street Standards 4. Chapter 7 Subdivision Regulations Page 3 of 11 Section 4-7-050: General Outline of Subdivision, Short Plat and Lot Line Adjustment Procedures Section 4-7-070: Detailed Procedures for Short Subdivision Section 4-7-120: Compatibility with Existing Land Use and Plan-General Requirements and Minimum Standards Section 4-7-150: Streets -General Requirements and Minimum Standards Section 4-7-160: Residential Blocks -General Requirements and Minimum Standards Section 4-7-170: Residential Lots -General Requirements and Minimum Standards 5. Chapter 9 Procedures and Review Criteria 6, Chapter 11 Definitions F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element: Residential Single Family objectives and policies. 2. Community Design Element: Established Neighborhoods. Landscaping objectives and policies. G. DEPARTMENT ANAL YSIS: 1. PROJECT DESCRIPTION/BACKGROUND The applicant has proposed to subdivide a 60,643 sq. ft. (1.39 acres) site into nine (9) lots and one storm drainage tract. The lots are intended for the eventual development of detached single family residences. The site currently contains a single family residence and several outbuildings which would be removed prior to recording of the final short plat. The proposed lots would range from 4,500 sq. ft. to 6,211 sq. ft. in size and are generally rectangular in shape (lot lines at right angles). Tract A would be 2,899 sq. ft. and contain storm drainage facilities. The site slopes from the south to the north. The property contains grassy areas and medium sized deciduous and coniferous trees. The site would be cleared of all vegetation to accommodate the development. All lots would be oriented to the new public right-of-way (cul-de-sac). The project would include the installation of utilities and street frontage improvements along South 21't Street and the new road. Proposed density for the nine (9) lot subdivision on the 1.39 net acre site would be 7.9 dulacre after the deduction of the rights-of-way dedication from the gross site area and would be in compliance with the R-8 density standard. 2. ENVIRONMENTAL REVIEW Except when located on lands covered by water or critical areas, short plats are exempt from Environmental (SEPA) Review pursuant to WAC 197-11-800.6.a. 3, COMPLIANCE WITH ERC MITIGATION MEASURES Not Applicable. HEX_ZelterbergSHPL.doc City of Renton PIBIPW Department ZETTERBERG SHORT PLA T PUBLIC HEARING DA TE: APRIL 26. 2005 4. STAFF REVIEW COMMENTS Preliminary Report to the Hearing EXaminer LUA-05-032, SHPL-H Page4of11 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 SHORT PLAT CRITERIA: Approval of a plat is based upon several factors. The following short plat criteria have been established to assist decision makers in the review of the subdivision: (a) Compliance with the Comprehensive Plan Designation. The subject site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. The objective established by the RSF designation is to protect and enhance single family neighborhoods. The proposal is consistent with the RSF designation in that it would provide for the future construction of single family homes and would promote goals of infill development. The proposed short plat is consistent with the following objectives and policies of the Comprehensive Plan Land Use and Community Design Elements. Objective LU-FF. Encourage re-investment and rehabilitation of existing housing, and development of new residential plats resulting in quality neighborhoods that: 1) Are planned at urban densities and implement Growth Management targets; 2) Promote expansion and use of public transportation; and 3) Make more efficient use of urban services and infrastructure. The project would add nine new residential lots in an existing neighborhood that has some existing infrastructure. Policy LU-147. Net development densities should fall within a range of 4.0 to 8.0 dwelling units per net acre in Residential Single Family neighborhoods. The proposed project for nine lots would arrive at a net density of 7.9 dwelling units per net acre which is within the allowable range of the R-8 zone. Policy LU-148. A minimum lot size of 5,000 square feet should be allowed on in-fill parcels of less than an acre (43,560 sq. ft.) in single-family designations. Allow a reduction in lot size to 4,500 square feet on parcels greater than an acre to create an incentive for aggregation of land. The site is greater than one acre and all lots would be equal or greater than 4.500 sq. ft. after the deduction of the public right-of-way. Objective CD-C. Promote re-investment in and upgrade of existing neighborhoods through redevelopment of small, underutilized parcels, modification and alteration of older housing stock, and improvements to streets and sidewalks to increase property values. The proposal will increase the number of units currently existing on the site by creating nine lots. The proposal will also be include construction of street frontage improvements along the property consisting of curb, gutter, and sidewalk. Policy CD-12. Infill development, defined as new short plats of nine or fewer lots, should be encouraged in order to add variety, update housing stock, and new vitality to neighborhoods. The proposal will increase the number of units within the neighborhood by creating nine new lots for the eventual development of nine new detached single family residences. Objective CD-K: Site plans for new development projects for all uses, including residential subdivisions. should include landscape plans. A conceptual landscape plan will be made a condition of short plat approval. See discussion under "Landscaping". Policy CD-53. Landscape plans for proposed development projects should include public entryways, street rights-of-way, storm-water detention ponds, and all common areas. A conceptual landscape plan will be made a condition of short plat approval. See discussions under "Landscaping" and "Storm Drainage". HEX_ZetterbergSHPL,doc City of Renton PIB/PW Department ZETTERBERG SHORT PLAT PUBLIC HEARING DATE: APRIL 26, 2005 Preliminary Report to the Hearing EXaminer LUA-05-032, SHPL-H Page 5 of 11 Policy CD-55, Maintenance programs should be required for landscaped areas in development projects, including entryways, street rights-of-way, storm-water retention/detention ponds, and common areas. The applicant will be required to maintain all common improvements as part of the maintenance agreement. Policy CD-56. Surface water retention/detention ponds should be landscaped appropriately for the location of the facility. Please see discussion under Storm Drainage. (b) Compliance with the Underlying Zoning Designation. The 1.39 -acre site (gross area) consists of one parcel designated Residential - 8 Dwelling units per acres (R-8) on the City of Renton Zoning Map. The proposed development allows for the future construction of up to nine (9) dwelling units along with associated short plat improvements. Density -The allowed density range in the R-8 zone is a minimum of 4.0 to a maximum of 8.0 dwelling units per acre (dulac). Net density is calculated after the deduction of areas intended for public right-of-way and private easements from the gross acreage of the site. The property does not contain any sensitive areas but does require the deduction of 11,084 square feet for the dedication of public right-of-way and private access easements from the gross site area. After the deduction of 11,084 square feet from the 60,643 gross square foot parcel (60,643 gross sq. ft. -11,084 sq. ft. total deducted area = 49,559 net sq. ft. I 1.14 net acres). the proposal would arrive at a net density of 7.9 dwelling units per acre (9 units /1.14 acres = 7.91 du/ac).The proposed short plat complies with density requirements for the R-8 zoning designation. Lot Dimensions -The minimum lot width requires 50 feet for interior lots and 60 feet for corner lots and a lot depth of 65 feet. Lot widths proposed range from 50 to 64 feet and lot depths are proposed to be from 85 to 100 feet. Lot sizes would be greater than the minimum standard of 4,500 square feet for sites greater than 1 acre. All lots comply with the lot dimension requirements. The short plat would create 9 lots and one tract with the following sizes: Lot Area (square feet) Proposed Access 1 5,307 Road A 2 4,500 Road A 3 4,757 4,514 net) Road A 4 6,211 5,438 net) Road A 5 5,183 5,041 net) Road A 6 5,592 (4,947 net) Road A 7 4,839 (4,509 net) Road A 8 4,696 (4,506 nell Road A 9 5,574 (5,083 net) Road A Tract A 2,899 N/A Setbacks -The short plat plan includes setback lines for each lot showing potential building envelopes within the R-8. The R-8 zone requires a minimum front and rear yard setbacks of 20 feet (15 feet front yard setback for primary structure and 20 feet for attached garages Which access from the front yard street), side yard along a street of 15 feet and interior side yard setbacks of 5 feet. Setbacks are measured from the property line or private access easement when applicable. All lots appear to comply with the setback requirements and would be verified at the time of individual building permit review. Building Standards -The R-8 zone permits one single-family residential structure per lot. Each of the proposed lots would support the construction of one detached residential unit. Accessory structures are permitted at a maximum number of two per lot at 720 square feet each, or one per lot at 1,000 square feet in size. HEX_ZetterbergSHPL,doc City of Renton PIBIPW Department ZETTERBERG SHORT PLAT PUBLIC HEARING DATE: APRIL 26. 2005 Preliminary Report to the Hearing EXaminer WA-05-032, SHPL-H Page 60f11 Building height in the R-8 zone is limited to 2 stories and 30 feet for primary structures and 15 feet for detached accessory structures. Maximum building coverage is limited to 35% of the lot area or 2,500 square feet, whichever is greater, for lots over 5,000 square feet in size, and 50% for lots less than 5,000 square feet in size. The proposal's compliance with each of these building standards will be verified prior to the issuance of building permits for each individual structure. (c) Compliance with Subdivision Regulations. Lot Arrangement: 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 per the requirements of the Street Improvement Ordinance. The side lot lines of the proposed lots are generally at right angles to street lines. Lots 4, 6 and 9 contain pipestems of 20 feet in width. Lots 5, 7 and 8 include angular property lines due to the cul-de-sac road. All lots would have access to public roadways. As proposed, all lots comply with arrangement and access requirements of the Subdivision Regulations. 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. Each lot would generally be rectangular is shape with some angular property lines. The lots are oriented around the new public right-of-way, Road A, which is configured as a cul-de-sac. Each of the proposed lots satisfies the minimum lot area and dimension requirements of the R-8 zone. The plat plan includes setback lines for each lot showing potential building envelopes. When considering the required setbacks, as well as access points for each lot, the proposed lots appear to have sufficient building area for the development of detached single family homes. ProperlY Comers at Intersections: All lot comers at intersections of dedicated public rights-of- way, except alleys, shall have minimum radius of 15 feet. The proposed subdivision would create new Lot 1 to be located at the intersection of public rights- of-way which would have a radius equal to or greater than 15 ft. (d) Reasonableness of Proposed Boundaries Access and Street Improvements: Access to all lots would be via So. 21 $I Street to new Road A configured as a cul-de-sac. The 42 ft. right-of-way, Road A, would include street improvements including pavement, sidewalks, City of Renton streetlights, street name signs, etc. South 21" Street also requires half-street improvements. The proposed subdivision is expected to generate additional traffic on the City's street system. To mitigate for impacts to the local street system, a Traffic Mitigation Fee, based on $75.00 per average daily trip generated by the project will be imposed as a condition of short plat approval. The proposed nine new residential lots, with credit given for the one existing residence, is expected to generate approximately 76.46 new average weekday trips (9 -1 = 8 new lots x 9.57 x $75.00 = $5,742.00) and is payable prior to recording the final short plat. Topography: The site is slopes from the south to the north, having a slope of approximately eight percent and several fiat areas. The site also slopes to the southeast corner of the property. The soils were identified as Beausite Gravelly Sandy Loam which is considered a well-drained soil underlain by sandstone at depths of 20 to 40 inches. The property contains grassy areas and medium sized deciduous and coniferous trees. All vegetation would be removed to allow for the construction of the new residences. Relationship to Existing Uses: The subject short plat is surrounded by residential uses to the north, south, and west and to the east is Williams Ave.lSR 515. The proposed detached single family development would be suitable within the context of the existing uses in the area. Newer single family homes have been recently constructed in the area. Parking -Each detached dwelling unit is required to provide two off-street parking stalls per unit. Tandem parking is also permitted. The proposed lots appear to be adequately sized for the HEX_ZetterbergSHPL.doc City of Renton P/B/PW Department ZETTERBERG SHORT PLA T PUBLIC HEARING DATE: APRIL 26, 2005 Preliminary Reporl to the Hearing EXaminer LUA-05-032, SHPL-H Page 7 of 11 provision of the required parking, However, verification of two off-street parking stalls will be necessary at the time of building permit review. Landscaping -The R-8 zone requires off-site landscaping abutting non-arterial public streets ( S. 21st St.). A five foot wide irrigated or drought resistant landscape strip must be installed and if there is additional undeveloped right-of-way in excess of five feet, this additional width must be landscaped. Additionally, a minimum of two trees of a City approved species with a minimum caliper of 1 Y, inches per tree must be planted in the front yard or planting strip of every lot prior to final building inspection. The proposal's compliance with this standard would be verified prior to the final building inspection. According to RMC 4-4-070, landscaping is required for this subdivision. Due to the transition to the new code, at the time of submittal the requirements did not call out a conceptual landscaping plan and thus was not included in the submittal for Short Plats. Several of the general landscape requirements include: on-site landscaping is generally required along all street frontages, except for walkways and driveways; when rear or side yards are along property lines abutting a street, a minimum of five (5) feet of planting area in the public right-of-way; use of drought resistant plant materials. Specific landscape requirements are also applicable to the short plat including those related to: trees, soils, drainage, plants and berms as outlined in the landscaping regulations. Furthermore, prior to the issuance of building permits, detailed landscape plans must be submitted and approved. To ensure that landscaping requirements are complied with for the short plat, staff recommends as a condition of short plat approval that a conceptual landscape plan for the five foot landscape strip be prepared by a registered landscape architect, or a certified nurseryman, or other similarly qualified professional and be sub'mitted to the Development Services Project Manager prior to final short plat recording. (e) Availability and Impact on Public Services (Timeliness) Police and Fire: Police and Fire Prevention staff indicate that sufficient resources exist to furnish services to the proposed development, subject to the condition that the applicant provide Code required improvements and fees. A Fire Mitigation Fee based on $488.00 per new single family lot, with credit given for one existing residence, will be required in order to mitigate the proposal's potential impacts to emergency services. The fee is estimated at $3,904.00 (9 -1 = 8 new lots x $488.00 = $3,904.00) and is payable prior to the recording of the final short plat. Recreation: The proposal does not provide on-site recreation areas for future residents of the proposed plat. Thomas Teasdale Park is the nearest park in the immediate vicinity of the subject property. It is anticipated that the proposed development would generate additional users of this and other existing City parks and recreational facilities and programs. Therefore, the applicant will be required to pay a Parks Mitigation Fee based on $530.76 per new single family lot as a condition of short plat approval. The fee is estimated at $4,246.08 (9 -1 = 8 new lots x $530.76 = $4,246.08) and is payable prior to the recording of the final short plat. Schools: The site is located within the boundaries of the Renton School District No. 403. Based on the student generation factor, the proposed plat would potentially result in four (4) additional students (0.44 x 9 = 3.96 so 4). The schools would include: Talbot Hill Elementary, Dimmitt Middle School and Renton High School. Storm Drainage I Surface Water: There is an existing storm drainage ditch in South 21 51 Street. The applicant submitted a Preliminary Technical Information Report (TIR) prepared by Site Development Associates, LLC, dated February 14, 2005 with the land use application. The drainage report states that the proposed on-site drainage improvements will include curb and gutter, catch basins and a pipe network for collection of surface runoff from landscape, driveways and sidewalks. The runoff would be routed through a detention pond designed in accordance with the 1990 King County Surface Water Design Manual. The pond will combine detention and water quality. A 30 percent factor of safety was added to the detention volume for the 100 year storm HEX_ZeUerbergSHPL.doc City 01 Renton PIBIPW Department ZE7TERBERG SHORT PLA T PUBLIC HEARING DATE: APRIL 26, 2005 Preliminary Report to the Hearing Examiner LUA-05-032, SHPL-H Page 80111 event. The storm drainage facilities would be located in Tract A, located at the northeast corner of the short plat, abutting new Lot 9. The downstream analysis states the site currently drains to a swale located to the south side of South 21 st Street. This drainage is collected by a catch basin located about 120 feet west of the intersection of So. 21 st St. and SR 515. The 12-inch diameter pipe from this catch basin heads northeasterly where it joins the 12-inch storm drainage system for SR 515. This systems heads northward down the hill. The ditch along So. 21" St. is well maintained, and the catch basin, according to the consultant, is working properly and because of the steep downward grade of SR 515 to the north, they indicated no drainage issues or capacity problems are expected. Staff recommends the establishment of a maintenance agreement for all common improvements, including but not limited to: utility easements, storm drainage tract, and landscaping as a condition of short plat approval. In order to reduce the potential for erosion and control sedimentation to the site and to adjacent properties, staff recommends as a condition of short plat approval that the project comply with the Department of Ecology's Erosion and Sediment Control Requirements as outlined in Volume II of the 2001 Stormwater Management Manual. Tract A fronts S. 21 st Street and the new public street serving the short plat. As the proposed stormwater facility is at a highly visible location, staff recommends as a condition of approval that the applicant provide a landscape and fence plan for the visual enhancement of Tract A. Along all tract boundaries, either a chain link fence with dense landscaping creating a solid visual barrier or a solid wood fence with landscaping must be installed. The landscaping must be irrigated unless drought tolerant plants are used. Fences and landscaping must not interfere with sight distance triangles and must meet fence development standards. The plant materials should provide a year-round dense screen within three (3) years from the time of planting. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division Project Manager prior to the recording of the final short plat. Water and Sanitary Sewer Utilities: The site is located within the City of Renton water service area. There is an existing 8-inch dead end water main in So. 21 st Street. The available fire fiow is approximately 1,250 gpm. An 8-inch water main will be required to be extended to the east in S. 21 st Street to the entrance of the plat. Cathodic protection will be required on the new 8-inch main in So. 21" St. The installation of a new fire hydrant and extension of a 4-inch water main will be required inside the plat. It has been shown on the plans. A Water System Development Charge of $1,525.00 per new lot is required and is payable prior to the issuance of the construction permit and prior to the recording of the short plat. There is an existing 8-inch sewer main in Smithers Ave S. The extension of approximately 500+ I.f. of 8-inch sewer main is required to be extended from Smithers, east in S. 21" Street to inside the short plat. Separate sewer stubs are required to be provided to each lot prior to recording of the short plat. No dual sidesewers are allowed. A System Development Charge of $900.00 per new lot is required and is payable prior to the issuance of the construction permit and prior to the recording of the short plat. H. RECOMMENDA TlON: Staff recommends approval of the Zetterberg Short Plat, Project File No. LUA-05-032, SHPL-H subject to the following conditions: 1. The applicant shall pay the appropriate Transportation Mitigation Fee equal to $75.00 for each new daily trip associated with the project. Credit given for one existing residence. The Transportation Mitigation Fee shall be paid prior to the recording of the short plat. 2. The applicant shall submit a conceptual landscape plan for the five foot landscape strip as prepared by a registered landscape architect, or a certified nurseryman, or other similarly qualified professional to the Development Services Project Manager for review and approval prior to recording of the short plat. HEX_ZelterbergSHPL.doc City of Renton PIB/PW Deparlment ZETTERBERG SHORT PLA T lreliminary Report to the Hearing Examiner LUA-05-032, SHPL-H PUBLIC HEARING DATE: APRIL 26, 2005 Page 9 of 11 3. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488.00 per new single family residence. Credit given for one existing residence. The Fire Mitigation Fee shall be paid prior to the recording of the short plat. 4. The applicant shall pay the appropriate Parks Mitigation Fee equal to $530.76 for each new single family lot. Credit given for one existing residence. The Parks Mitigation Fee shall be paid prior to the recording of the short plat. 5. A maintenance agreement shall be created concurrently with the recording of the short plat in order to establish maintenance responsibilities for all shared improvements, including the storm water tract and landscaping. The agreement shall be placed on the face of the final short plat. 6. The short plat shall be required to comply with the Department of Ecology's (DOE) Erosion and Sedimentation Control Requirements, outlined in Volume II of the 2001 Stormwater Management Manual. 7. The applicant shall prepare and submit a landscape and fence plan for the visual enhancement of Tract A. Along all tract boundaries either a chain link fence with dense landscaping creating a solid visual barrier or a solid wood fence with landscaping shall be installed prior to recording. The landscaping shall be irrigated unless drought tolerant plants are used. Fences shall be located so as to not interfere with required sight distance triangles and must comply with fence regulations for height. The plant materials shall provide a year-round dense screen within three (3) years from the time of planting. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division Project Manager prior to the recording of the final short plat. EXPIRATION PERIODS: Short Plats (SHPL): If the short plat is not filed within two years from date of approval (RMC 4-7- 070.M), the short plat shall become null and void, ADVISORY NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. These notes are provided as information only; they are not subject to the appeal process for the land use actions. Planning 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. 2. New single-and multi-family construction activities are restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays is restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No work is permitted on Sundays. Water 1. The Water System Development Charges are based on a rate of $1,525.00 x 8 single-family homes. Credit is given for existing home. Total fees are $12,200.00. Payment of these fees will be required prior to issuance of utility construction permit. 2. An 8-inch water main will be required to be extended to the east in S. 21 st Street to the entrance of the plat. Cathodic protection will be required on the new 8-inch main in S. 21st. Installation of a new fire hydrant and extension of a 4-inch water main will be required inside the plat. It has been shown on the plans. 3. Fire flow requirement for single-family residences is 1,000 gpm. A hydrant is required within 300 feet of the furthest structure. It has been added to the plan. A 5-inch quick-disconnect fitting will be required to be installed. 4. All short plats shall provide a separate water service stubs to each building lot prior to recording of the short plat. Separate permits will be required. Storm Drainage: 1. The Surface Water System Development Charges are based on a rate of $715.00 x 8 single-family homes. Total fees are $5,720.00. Payment of these fees will be required prior to issuance of utility construction permit. 2. Applicant will be required to tightline all roof drains to the storm system. HEX_ZetlerbergSHPL.doc City of Renton PI8/PW Department ZETTERBERG SHORT PLAT PUBLIC HEARING DATE: APRIL 26, 2005 )reliminary Report to the Hearing Examiner LUA-05-032, SHPL-H Page 10 of 11 3. A preliminary storm drainage report per the 1990 KCSWDM with calculations has been provided. Applicant has shown provisions for water quality treatment and detention. A 30% safety factor has been added calculated to the detention volume for the 1 OO-year storm event. 4. A temporary erosion control plan will be required and shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. Street Improvements: 1. Half street improvements in South 21 st Street including but not limited to paving, sidewalks, curb & gutter, storm drain, street signs and street lights will be required. 2. Applicant will be required to comply with the City of Renton's Trench Restoration and Street Overlay Requirements. 3. A traffic control plan, approved by the City will be required for any construction impacting the City's right of way. ' Sanitary Sewer: 1. The Sanitary Sewer System Development Charges are based on a rate of $900.00 x 8 for single-family homes. Total fees are $8,100.00. Payment of these fees will be required prior to issuance of utility construction permit. 2. If existing home is on septic, system will be required to be pumped and abandoned in accordance with King County Health Department. 3. Extension of approximately 500+ If of 8-inch sewer main will be required to be extended from Smithers, east in S. 21 st Street to inside the plat. It has been shown on the plans. 4. Separate side sewers are required. Minimum slope shall be 2%. 5. Separate sewer stubs are required to be provided to each lot prior to recording of the short plat. This has not been shown on the plans. A separate permit is required. General: 1. Separate permits for the side sewer connections, water meters and storm drainage connections are required. 2. Applicant shall be responsible for securing all necessary easements for utilities. 3. All new rockeries or retaining walls to be constructed as part of the utility construction, that is greater than 4 feet in height (from bottom of footing to top of wall) will require a separate building permit for structural review. A geotechnical report is required with submittal. Please note on the civil plans. 4. All wire utilities shall be installed underground per the City of Renton Under Grounding Ordinance. If three or more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. 5. A cut and cap permit for existing utilities will be required as part of the issuance of the demolition permit. Fire Department: 1. If the building square footage exceeds 3,600 sq. ft. in area, the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structures. 2. Fire Department access roads are required to be paved with a 20 ft. width. 3. Street addresses shall be visible from a public street. Property Services: 1. The Project Narrative for this short plat notes that a new interior public roadway is proposed. If that is the case, then the following comments regarding dedication of property to the city for street purposes applies: The dedication of properties for street purposes requires approval by the City Council. Said dedication is achieved via a recorded City of Renton Dedication Deed document. If the dedication is to be recorded with the short plat, the dedication process needs to be timed in such a way that Council approval and all other matters pertaining to the dedication have been taken care of, and said document is ready to record. The Deed of Dedication document includes both a legal description exhibit and a map exhibit. The legal description exhibit should be prepared, stamped, dated and signed by the applicant's surveyor. The surveyor should also prepare the map exhibit. The dedication process requires an updated Plat Certificate, to be dated within the 45-day time frame prior to City Council action on the dedication. Talk to the Project Manager if there are questions or further information is needed. 2. Include in the indexing line (top center of drawing sheet) the following: CITY OF RENTON. KING COUNTY, WASHINGTON. 3. The legal description for the subject short plat property should be noted on the Preliminary Plat Plan submittal. Information needed for final plat approval includes the following: 4. Note the City of Renton land use action number and land record number, LUA-05-032-SHPL and LND-20- 0411, respectively, on the short plat drawing. The type size used for the land record number should be smaller than that used for the land use action number. 5. A licensed surveyor will need to prepare, stamp, sign and date the final short plat drawings. HEX_ZetlerbergSHPL.doc City of Renton PIBlPW Department ZETTERBERG SHORT PLA T :Jreliminary Report to the Hearing Examiner LUA-OS-032, SHPL-H PUBLIC HEARING DATE: APRIL 26, 2005 Page 11 of 11 6, Show two ties to the City of Renton Survey Control Network, The geometry will be checked when the ties have been provided. 7. Provide short plat and lot closure calculations. 8. Include a statement of equipment and procedures used, per WAC 332-130-100. 9. Note the dates the existing monuments were visited, per WAC 332-130-150, and what was found. 10. Indicate what has been, or is to be, set at the corners of the proposed lots. 11. Note discrepancies between bearings and distances of record and those measured or calculated, if any. 12. Note!!l! easements, covenants and agreements of record on the drawing. 13. The city will provide addresses for the proposed lots as soon as possible. The addresses need to be noted on the drawing, as well as the new street name. 14. On the final short plat submittal, remove all references to trees, utility facilities, topog lines and other items not directly impacting the subdivision. These items are provided only for preliminary short plat approval. 15. Remove all references to building setback lines. Setbacks will be determined at the time of issuance of building permits. 16. The City of Renton Administrator of Planning/Building/Public Works is the only city official who signs the short plat submittal. Provide an appropriate approval block and signature line. 17. Provide King County approval blocks as needed. 18. All vested owners of the subject short plat need to sign the final short plat drawing. Include notary blocks as needed. 19. Include a declaration block on the short plat drawing. 20. Note that if there are easements, agreements or covenants to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the short plat. The short plat drawing and the associated document(s) are to be given to the Project Manager as a package. The plat document will be recorded first (with King County). The recording number(s) for the associated document(s) (said documents recorded concurrently with, but following the short plat) need to be referenced on the short plat drawings. 21. Clearly state who is to own Tract "A". 22. [[ there is to be a Homeowners' Association (HOA) for this short plat, and said HOA is to assume ownership of Tract "A" (storm drainage tract), then the following language should be noted on the final short plat drawing: Upon the recording of this short plat, Tract "A" is hereby granted and conveyed to the short plat Homeowners' Association (HOA) for a storm drainage tract. All necessary maintenance activities for said Tract will be the responsibility of the HOA. In the event that the HOA is dissolved or otherwise fails to meet its property tax obligations, as evidenced by non-payment of property taxes for a period of eighteen (18) months, then each lot in this short plat shall assume and have an equal and undivided ownership interest in the Tract previously owned by the HOA and have the attendant financial and maintenance responsibilities. [[there is no Homeowners' Association, then use the following language on the final short plat submittal: Lots 1 through 9, inClusive, shall have an equal and undivided ownership interest in "Tract "A ". 23. The foregoing statement is to be accompanied by language defining the maintenance responsibilities for any infrastructure located on the Tract serving the short plat, or reference a separate recorded instrument detailing the same. 24. If the vested ownership of the subject short plat property has changed hands by the time the recording of this short plat is to take place, then a new or updated Plat Certificate is needed. HEX_ZetterbergSHPL.doc .. -== ui C!J a: Z . ~ ........ " ......... ~/ '" N~~~~~~~ ~ SR 616 (BENSON ROAD SOUTH) lY1d UfOH8 OI:l38t13113Z NO~N3H '!io.IE i/O All:) Wi o 10 1 0 ~ ...1 0.;"/2000 ZHTERBERO ~ "AI"? OF 'HORT "'-AT ~ 1 ~ .1/~/"I'.:r -,._. ~® ....... ~ W;Q', TON, Preliminary ~ " ~-. I "'TlJ~ 1'I,"","./""-IIIPp~~~r e.utt Plan r~ Gr"lgllmm I __ _ j 8'r ,),.;'" ....... ... ~ ,-, • J I I ! I ! I I • , :? / , I , U!j!J Uml!~ 'I i~ I !i,!!Si II~q " ""'ti :i'; " ,t>' g. '\\~~~t,. -,: / , .. ~ .. , :1 I :1 / ;." •. -i (:'il?: ) {~ihl ~,:j. 11:1 I !: .,J' .. !" ~ ~~ !. _I,~. -I I ; i v.l1\ 8 ' ;.-~~" "~ li t·, ..:( :. I Ii·' , I i !' iVl i " ' !! §lr,''''','' / : ~ ~-1i' '8 -, t ij e i • f'tl f Ir_c ...... 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"',! \ I',·@ . / GJ' , 'WI I 'I!~I" &!, i.~ 1-'I ~" ~7 t -" I . -: :S-1.1:--:--;::';~~i!Jf~- i , !)~.J.,. :,:, (J @ ,.j •. . ~."!'1!~.·1·;:' ,,' I .' -". _! 1: j, _,~ -~::~~,~?¥:iif5: "''>i $!¥ '5 ".~' ....•. ,.-. ~I!!· \t~ . . -'-A_~ ( . • .i-_ i • i ~ , j! ,i ,.'0 i'~'. I , jl I ·'1] \ " I" r i~:l' \ II : t !: l , . \\. """ ''''. '\. "<'.':<,: ~ . "I;. '(',;;;,:::.:: ,', "r·. .. o " :;j o z o ." -I :J: m '" m -;. '" m 0: '" m !' -.G -I ~ " Co> ~ " '" '" DO '" ;E !" " n"j~.,-~-i ./ ;' :( ._ .. ~ ___ .'"': ->~:"~,-------- o "67 [lJg , ! ""'--I Zetterberg Short Plat Preliminary Utility Pia,. -,-----1-··-____ r 1- jill' . mi' ~,. ;>:t: W \ ~Eil!~ Site Development AssoClafeS: uc 'O\" __ ,UelDo;IoIhoI._",",,1 00II00<4!. __ ~_~""", ,Ii -', -~ ~--v .... __ I:::" ., I ,_~i i __ .... ,,'_! I""'...... !!II1IlH-1 - F3 • 18 T23N RSE E 112 C~ / r!=t. wJ ~A , ............ -.-1.._ ..... , ___ ... _____ j I CA II I [G,A. r!'-r"""'r'I'T co .., -'--- C!) "D ~ >, Q) -..... ~ .. 10>'1 co I TL ......•. CA 1__) ~ ...•. , .. -'~ ~.' ----;-/ CD ,_._- I I l,, __ . _____________ . ____ ........ __ ... . ICA j , S Rento Village PI. CD -.... -~,-"-,,,-,-, i J ! !! ,"; Riri8~ ... Ri,l~ ····'-',.L.·· .... ·'" R-l r"j'--(r""')'"'-:-r~ .... j R-B H3 • 30 T23N RSE E 112 o 200 400 - - - -Renton dlt, UmJf4I 1 ... 800 ill -RM-F' ·········1 ' T ••. ) . ___ ., .. 1., .... L ,.. ..l. ~ I I:: I ~ \CA~ \ ~ G3 ~ ZONING 0' :-= TBCHNICAL SBRVlCBS 19 T23N R5E E 112 5319 fBI 7 )N~NG MAP 80(:< [£] '""u""r.;."r." .. U"~ [ill , .. "'.nU:'" ~ , .. ',d.nU"· ~ R .. lldenUal 8 dull" ... I RMH I Residential ".nuf.ctllud Homea 111:-10 I Residential 10 dulac 8 R".ldenU.1 '4 dullc I RHorl Be.ldanU.1 "uIU-Family I Rlt-T I Residential "ulti-Famlly Traditional IRM-ul Residential loIuIU-P'amiiJ' Urban Canler' .', i ' .. o .,,,._, \ I' • MIXED liSE CENTER ~ Cflnter Vmale jue-NII Urban Canter -North 1 IUC-NZI Urban Center -Nortb Z [ill Center Downtown- I COR I CommerciaI/Oftl"e/RonidenUal COMMERCIAl ~ Commercial Arterial" ~ Commercia) OtrlD~ ~ Commercial Nel,bborhood INDUSTRIAL W IndultrlaJ -lleavy [EJ Indullrial -Medium ~ Indullrlal lJ,ht <P) Publici}, .,wnld ____ Renton City Urnlls ___ Adjacent City Umllll ~ Book PI,,,. Boundary PAGE • Way I~e O'fulay Diatl"lcls. Se. Appendill PAGE# INDEX :?lrA' ',-' dIUon .. ' relulaUonl In Overl .. ,. v;~cts, liP "" .,," RYe 4-3. SECm~ .. d Prinlild by Print & Mllil Svcs, City of Renton , DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM April 15,2005 Susan Fiala SonjaJ. Fesser~~ Zetterberg Short Plat, LUA-OS-32-SHPL Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant: The Project Narrative for this short plat notes that a new interior public roadway is proposed. If that is the case, then the following comments regarding dedication of property to the city for street purposes applies: The dedication of properties for street purposes requires approval by the City Council. Said dedication is achieved via a recorded City of Renton Dedication Deed document. If the dedication is to be recorded with the short plat, the dedication process needs to be timed in such a way that Council approval and all other matters pertaining to the dedication have been taken care of, and said document is ready to record. The Deed of Dedication document includes both a legal description exhibit and a map exhibit. The legal description exhibit should be prepared, stamped, dated and signed by the applicant's surveyor. The surveyor should also prepare the map exhibit. The dedication process requires an updated Plat Certificate, to be dated within the 45-day time frame prior to City Council action on the dedication. Talk to the Project Manager if there are questions or further information is needed. Include in the indexing line (top center of drawing sheet) the following: CITY OF RENTON, KING COUNTY, WASHINGTON. The legal description for the subject short plat property should be noted on the Preliminary Plat Plan submittal. Information needed for final plat approval includes the following: \H:\File Sys\LND -Lund Subdivision & Surveying Records\LND-20 -Short Plats\04II\RY050407 .doc April IS, 2005 Page 2 Note the City of Renton land use action number and land record number, LUA-05-032-SHPL and LND-20-041 I, respectively, on the short plat drawing. The type size used for the land record number should be smaller than that used for the land use action number. A licensed surveyor will need to prepare, stamp, sign and date the final short plat drawings. Show two ties to the City of Renton Survey Control Network. The geometry will be checked when the ties have been provided. Provide short plat and lot closure calculations. Include a statement of equipment and procedures used, per WAC 332-130-100. Note the dates the existing monuments were visited, per WAC 332-130-150, and what was found. Indicate what has been, or is to be, set at the corners of the proposed lots. Note discrepancies between bearings and distances of record and those measured or calculated, if any. Note all easements, covenants and agreements of record on the drawing. The city will provide addresses for the proposed lots as soon as possible. The addresses need to be noted on the drawing, as well as the ncw street name. On the final short plat submittal, remove all references to trees, utility facilities, topog lines and other items not directly impacting the subdivision. These items are provided only for preliminary short plat approval. Remove all references to building setback lines. Setbacks will be determined at the time of issuance of building permits. The City of Renton Administrator of Planning/Building/Public Works is the only city official who signs the short plat submittal. Provide an appropriate approval block and signature line. Provide King County approval blocks as needed. All vested owners of the subject short plat need to sign the final short plat drawing. Include notary blocks as needed. Include a declaration block on the short plat drawing. Note that if there are easements, agreements or covenants to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the short plat. The short plat drawing and the associated document(s) are to be given to the Project Manager as a package. The plat document will be recorded first (with King County). The recording number(s) for the associated H:\File Sys\LND -Land Subdivision & Surveying Rccords\LND-20 -Short PJms\041I\RVU50407.doc\cor April 15,2005 Page 3 document(s) (said documents recorded concurrently with, but following the short plat) need to be referenced on the short plat drawings. Clearly state who is to own Tract "A". If there is to be a Homeowners' Association (HOA) for this short plat, and said HOA is to assume ownership of Tract "A" (storm drainage tract), then the following language should be noted on the final short plat drawing: Upon the recording of this short plat, Tract "A" is hereby granted and conveyed to the short plat Homeowners' Association (HOA) for a storm drainage tract. All necessary maintenance activities for said Tract will be the responsibility of the HOA. In the event that the HOA is dissolved or otherwise fails to meet its property tax obligations, as evidenced by non-payment of property taxes for a period of eighteen (18) months, then each lot in this shOit plat shall assume and have an equal and undivided ownership interest in the Tract previously owned by the HOA and have the attendant financial and maintenance responsibilities. [[there is no Homeowners' Association, then use the following language on the final short plat submittal: Lots I through 9, inclusive, shall have an equal and undivided ownership interest in "Tract "A". The foregoing statement is to be accompanied by language defining the maintenance responsibilities for any infrastructure located on the Tract serving the short plat, or reference a separate recorded instrument detailing the same. If the vested ownership of the subject short plat property has changed hands by the time the recording of this short plat is to take place, then a new or updated Plat Certificate is needed. Comments for the Project Manager: Note that there is a street dedication associated with this short plat proposal that needs to be approved by the City Council at the appropriate time in the short plat process. Fee Review Comments: The Fee Review for the preliminary short plat review is provided for your use and information. H:\Filc Sys\LND -Land Subdivision & Surveying Rccords\LND-20 -Short Plats\0411\RV050407.doc\cor • PROPERTY SERVJ~~<; FEE REVIEW FOR SUBDIVISIONS),' '005 ---,1",8>-__ APPLICANT: 'ZE II eJ?,e.EF!.C;--J 1<A1l-'IF & CARL RECEIVED FROM ___ ----,-.=_ (date) JOB ADDRESS: 7!=;S....5 et St"~E::E:J= WOU_7-L1-1, .... ""I.=:9..:::91-____ _ NATURE OF WORK;q;:U;T;;:;;;F\TiLA'iZze:rrEBeE8~ 5H12W-LND U eo -0411 l( PRELIMINARY REVIEW OF SUBDIVISION BY LONG PLAT, NEED MORE INFORMAT·:CIO:!N~:!...C'-'-"·"'· '-'L"=E=-G=-A"-L:-::DC::E:C:SC::C=R-=IPT=ION SHORT PLAT, BINDING SITE PLAN, ETC. PID U's VICINITY MAP -FINAL REVIEW OF SUBDIVISION, TillS REVIEW REPLACES SQUARE FOOTAGE .. OTHER PRELIMINARY FEE REVIEW DATED FRONT FOOTAGE SUBJECT PROPERTY PARENT PIDU-=ze.e?L)O -0075 X NEW KING CO. TAX ACCT,U(s) are required when assigned by King County. It is the intent of this development fee analysis 10 put the developer/owner on nmice. that the fees quoted below may be applicable to the subject site upon development of the property. All quoted fees are potential charges thaI may be due and payable al the time the construction permit is issued to install lhe on~site and off-sile 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 PermirlConstruction Permit application. The existing house on SP Lot H , addressed as has not previously paid ---:-:-_---: SDC feeS, due to connection to City utilities prior to existance of SDC fcc Ord. SP LotH 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 insDection 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 -0 - Latecomer Agreement (pvt) W ASTEW ATER -0- Latecomer Agreement (pvt) OTHER -0- / Special Assessment District/WATER /-0- / Special Assessment DistrictlW ASTEW ATER /'-0- Joint Use Agreement (METRO) Local Improvement District • - Traffic Benefit Zones $75.00 PER TRIP, CALCULATED BY TRANSPORTATION - FUTURE OBLIGATIONS - SYSTEM DEVELOPMENT CHARGE -WATER .. Estimated U OF UNITS/ SDC FEE .. Pd Prevo Partially Pd (Ltd Exemption) .. Never I'd SQ, FTG. Single family residential $1,525/11nit x a .$ Ie 2.00,0<' Mobile home dwelling unit $1220/unit in park Apartment, Condo $915/11nit not in CIl or COR zones x Commercial/Industrial, $0,213/5(1' rt. of~ropertr (not less than $1,525,00) x Boeing. by Special Agreement/Footprint of Bldg plus 15 ft perimeter (2,800 GPM threshold) SYSTEM DEVELOPMENT CHARGE -WASTEWATER .. Estimated .. Pd Prevo .. Partiallv Pd (Ltd Exemption) .. Never Pd Single family residential $900/unit x q $ 8100.00 Mobile home dwelling unit $720/unit x Apartment, Condo $540/unit not in CD or COR zones x Commercial/Industrial $0.126/sq. ft. of property x(not less than $900.00) SYSTEM DEVELOPMENT CHARGE -SURFACEWATER .. Estimated .. Pd Prevo Partially Pd (Ltd Exemption) Never Pd Single family residential and mobile hOllle dwelling unit $71S/unit x 8 $ 5.72.0·0~ All other properties $0.249/s(1 ft of ncw im()crviolls area of property x (not less than $715.00) I PRELIMINARY TOTAL $ $e~oao,~ ,:,0.:'~dd,9>~ "'" '< IV • 0 • 0 " U> , " cri • *1[ subject propert), is within an LID, it is developers reslwnsihility to check with the Finance Dept. for paid/un-paid status. < " .. Square footage figures arc taken from the King County Assessor's map and arc subject to eh.mge . • < .. Current City SDC fee Charges apply to 0 0 EFFECTIVE January I, 2005 City o~on Department of Planning I Building I pUbll,rl<S ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET <::: ~ REVIEWING DEPARTMENT:-' COMMENTS DUE: APRIL 14, 2005 APPLICATION NO: LUA05-032, SHPL+l DATE CIRCULATED: MAFlefCJ1...2061l, APPLICANT: Michael Feuerborn PROJECT MANAG~san Fi~ PROJECT TITLE: Zetterberq Short Plat PLAN REVIEW: Jan lilian -1-<;"- SITE AREA: 60,643 square feet BUILDING AREA (qross): N/A LOCATION: 755 S. 21" Street I WORK ORDER NO: 77399 SUMMARY OF PROPOSAL: The applicant is requesting Hearing Examiner Short Plat approval for the subdivision of a 1.39 acre site into 9 lots and one storm drainage tract. The lots are intended for the eventual development of detached sin~le-family homes on lots ranging in size from 4,500 to 6,211 sq. ft. The site is located within the Residential -S (R-S) zoning designation with a proposed density of 7.9 dulac. Access is proposed via a new public road extending south from So. 21 st St. terminating in a cul-de-sac. Existing structures would be removed/demolished to accommodate the short plat. A_ ENVIRONMENTAL IMPACT (e-9-Non-Code) COMMENTS Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Earth Air Water Plants LancVShoreline Use Animals Environmental Health Energy/ Natural Resources CF5 !{W) (\ \.A9..-\ Ceet~ B. POLICY-RELA TED COMMENTS C_ CODE-RELA TED COMMENTS Element of the Environment Probable Minor Impacts Probable Major Impacts More Information Necessary We have reviewed this application with particular attention to those areas in which we have expel1ise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. QQab~· Signature of Director or Authorized Representative Date City of._ ,ton Depattment of Planning / Building / Public. ,orks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: <:t}-urd.N SvC'f). COMMENTS DUE: APRIL 14, 2005 APPLICATION NO: LUA05-032, SHPL_Hv DATE CIRCULATED: MARCH 31,2005 APPLICANT: Michael Feuerborn PROJECT MANAGER: Susan Fiala PROJECT TITLE: Zetterbero Short Plat PLAN REVIEW: Jan lilian SITE AREA: 60,643 square feet BUILDING AREA (qross): NIA LOCATION: 755 S. 21" Street WORK ORDER NO: 77399 Af.4~ :I f -... '/Ii--- SUMMARY OF PROPOSAL: The applicant is requesting Hearing Examiner Short Plat approval for the ~'I·on' of a 1.39 acre site into 9 lots and one storm drainage tract. The lots are intended for the eventual development of detache _Iii es on lots ranging in size from 4,500 to 6,211 sq. ft. The site is located within the Residential -S (R-S) zoning des I posed density of 7.9 dulac. Access is proposed via·a new public road extending south from So. 21st St. terminating in a cul-de-sa . Existing····} "'.' structures would be removedldemolished to accommodate the short plat. A, ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Air Water r ~ Plants Land/Shoreline Use Animals ~ I Environmental Health Energy/ Natural Resources 1'4.00J ;::: 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 infonnation is needed to properly assess this proposal. Signature of Director or Authorized Representative Date Attn: Susan Fiala City of Renton Senior Planner, Development Services Division lOSS South Grady Way Renton, W A 98055 Subject: Zetterberg Short Plat/LUA05-032, SHPL-H Dear Susan Fiala, April 13,2005 DEVELOPMENT PlANNING CITY OF RENTON APR 1 42005 RECEIVED We are concerned about the effects of the development of the above referenced lot. Thank you for the 'user friendly' opportunity and venue to voice our concerns and requests. The first of our concerns involves the water run-off direction and drainage/saturation problems. We have lived here since 1989 and every year the pasture gets flooded with the water runoff from both sides. When the development of the property to the west of us took place the water drainage increased into the valley between our property and the Zetterbergs. (It has not currently been an issue that we needed to address because our chickens do not seem to mind it nowl ©) We understand that a soil sample was taken, but if it was to estimate the 'drain ability' of the soil the results will not be accurate due to our abnormally dry weather this year, the time at which the test was done, and the location of the soil sample. We need to be assured and protected that we will not eventually have a lake down in our pasture due to the grading and development of the property. It would be our request that an underground drain system be installed along the entire length of the adjoining property line, a system that would allow for the grade to be elevated and sloped properly. . The second concern is for the future possible development of our adjoining property. As the City of Renton has a single wide street access for our property, any future development plans we might have would not allow adequate access for the allowable residences built. We would like to see a plan that would enable the future development allowing adequate and legal access to our lot on through this property also. It is logical to plan for sewer and gas to access our lot in a road planned to continue from the Zetterberg project. Our third request is that a 6ft. privacy fence be installed along thewhole length oftheadjoining property line, between the proposed Zetterberg project and our property, for security and privacy. dfl Respectfu II y, c/d; #~~ Greg ~r1ene Larsen 2211 Williams Ave S Renton, W A 98055 425-271-2211 DATE: TO: FROM: SUBJECT: CITY OF RENTON MEMORANDUM April 13, 2005 Susan Fiala Jan lilian x7216 ZETTERBERG SHORT PLAT LUA 05-032 755 -S. 21 st Street I have reviewed the application for this 9 lot short plat at 755-S. 21 st Street has the following comments: EXISTING CONDITIONS WATER SEWER STORM STREET There is an existing 8-inch dead end water main in S.21 st Street. Available fire flow is approximately 1,250 gpm The proposed project is located in the 350 Water Pressure Zone and is outside Aquifer Protection Zone. Static pressure in the area is approximately 70 psi. There is an existing 8-inch sewer main in Smithers Ave S. There are storm drainage improvements in Camas Ave NE. There is no sidewalk, curb, and gutter fronting the site in S. 21 Street. CODE REQUIREMENTS WATER 1. The Water System Development Charges are based on a rate of $1,525.00 x 8 single-family homes. Credit is given for existing home. Total fees are $12,200.00. Payment of these fees will be required prior to issuance of utility construction permit. 2. An 8-inch water main will be required to be extended to the east in S. 21 st Street to the entrance of the plat. Cathodic protection will be required on the new 8-inch main in S. 21 s'. Installation of a new fire hydrant and extension of a 4-inch water main will be required inside the plat. It has been shown on the plans. 3. Fire flow requirement for single-family residences is 1,000 gpm. A hydrant is required within 300 feet of the furthest structure. It has been added to the plan. A 5-inch quick-disconnect fitting will be required to be installed. 4. All short plats shall provide a separate water service stubs to each building lot prior to recording of the short plat. Separate permits will be required. SANITARY SEWER 1. The Sanitary Sewer System Development Charges are based on a rate of $900.00 x 8 for single- family homes. Total fees are $8,100.00. Payment of these fees will be required prior to issuance of utility construction permit. Zetterberg Short Plat Page 2 of 3 2. If existing home is on septic, system will be required to be pumped and abandoned in accordance with King County Health Department. 3. Extension of approximately 500+lf of 8-inch sewer main will be required to be extended from Smithers, east in S. 21 5t Street to inside the plat. It has been shown on the plans. 4. Separate side sewers are required. Minimum slope shall be 2%. 5. Separate sewer stubs are required to be provided to each lot prior to recording of the short plat. This has not been shown on the plans. A separate permit is required. SURFACE WATER 1. The Surface Water System Development Charges are based on a rate of $715.00 x 8 single-family homes. Total fees are $5,720.00. Payment of these fees will be required prior to issuance of utility construction permit. 2. Applicant will be required to tightline all roof drains to the storm system. 3. A preliminary storm drainage report per the 1990 KCSWM with calculations has been provided. Applicant has shown provisions for water quality treatment and detention. A 30% safety factor has been added calculated to the detention volume for the 1 OO-year storm event. 4. A temporary erosion control plan will be required and shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. TRANSPORTATION 1. Half street improvements in NE 21 st Street including but not limited to paving, sidewalks, curb & gutter, storm drain, street signs and street lights will be required. 2. Applicant will be required to comply with the City of Renton's Trench Restoration and Street Overlay Requirements. 3. A traffic control plan, approved by the City will be required for any construction impacting the City's right of way. MISCELLANEOUS 1. Separate permits for the side sewer connections, water meters and storm drainage connections are required. 2 Applicant shall be responsible for securing all necessary easements for utilities. 3. All new rockeries or retaining walls to be constructed as part of the utility construction, that is greater than 4 feet in height (from bottom of footing to top of wall) will require a separate building permit for structural review. A geotechnical report is required with submittal. Please note on the civil plans. 4. All wire utilities shall be installed underground per the City of Renton Under Grounding Ordinance. If three or more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. 5. A cut and cap permit for existing utilities will be required as part of the issuance of the demolition permit. Zetterberg Short Plat Page 3 of 3 RECOMMENDED CONDITIONS 1. Traffic mitigation fee for each new single-family residence is $717.75. The rate is based on 9.57 trips x $75 x 8. Total fees are $3,750.00. Credit is given to existing home. Fees are payable prior to recording of the short plat. 2. Staff recommends a condition to require this project to design and comply with Department of Ecology's Erosion and Sediment Control Requirements as outlined in Volume II of the 2001 Stormwater Management Manual. cc: Kayren Kittrick City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 1=\0-V'\ '1\e.vieu:J APPLICATION NO: LUA05-032, SHPL-H APPLICANT: Michael Feuerborn PROJECT TITLE: Zetterberq Short Plat SITE AREA: 60,643 square feet LOCATION: 755 S. 21" Street COMMENTS DUE: APRIL 14, 2005 DATE CIRCULATED: MARCH 31,2005", h,.",0;: 1'\ '"''''C\:;'~''' PROJECT MANAGER: Susan Fiala ... PLAN REVIEW: Jan lilian BUILDING AREA (qross): NIA I WORK ORDER NO: 77399 SUMMARY OF PROPOSAL: The applicant is requesting Hearing Examiner Short Plat approval for the subdivision of a 1.39 acre site into 9 lots and one stonn drainage tract The lots are intended for the eventual development of detached single-family homes on lots ranging in size from 4,500 to 6,211 sq: ft The site is located within the Residential -S (R-S) zoning desiQnation with a pro~osed .. denSity of 7.9 dulac. Access IS proposed via a new publiC road extending south from So. 21st St terminating In a cul-de-sac: EXisting" structures would be removed/demolished to accommodate the short plat A. ENVIRONMENTAL IMPACT (e.9-Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Infannat/on Impacts Impacts Necessary Earlh lousing , e ;;,n~rgy: , Ai¥_,,-, :~::g~::: B. POLICY-RELATED COMMENTS C. CODE-RELA TED 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 infonnation is needed to properly assess this proposal. Date City of Renton Department of Planning I Building I Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT/XUI:Gtrp / Wa<:hJflk.v" COMMENTS DUE: APRIL 14, 2005 "f"~::, ; '!":" APPLICATION NO: LUA05-032, SHPL-H ' DATE CIRCULATED: MARCH 31,2005 APPLICANT: Michael Feuerborn PROJECT MANAGER: Susan Fiala MAK 30 2005 PROJECT TITLE: Zel1erberQ Short Pial PLAN REVIEW: Jan lilian SITE AREA: 60,643 square feet BUILDING AREA (gross): NIA LOCATION: 755 S, 21" Street I WORK ORDER NO: 77399 SUMMARY OF PROPOSAL: The applicant is requesting Hearing Examiner Short Plat approval for the subdivision of a 1.39 acre site into 9 lots and one storm drainage tract. The lots are intended for the eventual development of detached single-family homes on lots ranging in size from 4,500 to 6,211 SQ, ft. The site is located within the Residential - B (R-B) zoning deSignation with a proposed density"of 7.9 dulac, Access is proposed via a new public road extending south from So. 21 st·St. terminating in a cul-de-sac. Existing structures would be removed/demolished to accommodate the short plat. A, ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Earth Air Water Plants LancVShoreline Use Animals Environmental Health Energy/ Natural Resources B. POLICY-RELATED COMMENTS C. CODE-RELA TED COMMENTS Element of the Environment Probable Minor Impacts Probable Major Impacts More Information Necessary We have reviewe· is application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where addition information is needed to properly assess this proposal. Date S#_.::..lp_-;;X_~ ___ _ Project Name: b e \-\ev'oe{~ '3\.\ ~ L- Project Address: 'IS":; S.:;t U\-S~ Contact Person: M1c&W\-fe.vOlw'tl"- Permit Number: LVA oS -O?:'J.. Project Description: _q.l..--..:lm:.:::..:..._S(.::::..:....!.::~=---=S""IW::!::-'\2;f"-'-.!...'f..:::Ujf"-l..l..--l<W~\n\w..J......:O=!U..:6;....,l,ta<..e..::'S:::;;n:..;;1-X:~1--- twv>e 1]2 ??E t:>~OL\S\-'I(\;:',!5 Land u~. Type: @ Residential Method of Calculation: [2("ITE Trip Generation Manual, 7th Edition o Retail o Non-retail o Traffic Study C'"Z.IO) SI="Ie q oS 7/ \v)U)-(, o Other Calculation: q _ \ ~ <Q 'I-1. ':J I -= ,l".s\.p A \2, "\ 7l.Q. Sv, 'I. ~ lS;;. 11 ~J l~~. ~ Transportation Mitigation Fee: Calculated by: Date of payment: Date: _y~llL./-l~crov~)L.-__ I i JAi....J PROPERTY SERVI, FEE REVIEW FOR SUBDIVISIONS Nt 05 -18 APPLICANT: 'ilEtTEBBEFtGj) I<A:p4IF 2< CARL RECEIVED FROM ___ ---;,---;--,-_ (date) JOB ADDRESS: 7!';5 5, 21 sr~ won 77399 ' NATURE OF WORK: 9=LOT~HO~ZETTEAeER'4 5H12l+-LND# eO-04II l( PRELIMINARY REVIEW OF SUBDIVISION BY LONG PLAT, NEItD MORE INFORMAT:-:IO::':N'";':~~"=:L-':E:-:G::-,A--'I:-_C::DC::ES=CC::RC::IPT=ION SHORT PLAT, BINDING SITE PLAN, ETC. PID D's VICINITY MAP -FINAL REVIEW OF SUBDIVISION, THIS REVIEW REPLACES SQUARE FOOTAGE OTHER PRELIMINARY FEE REVIEW DATED FRONT FOOTAGE SUBJECT PROPERTY PARENT PIO# 7eP;>CJO -ocaS ;X NEW KING CO. TAX ACCT.#(s) are required when assigned by King County. It is the intent of lhis development fee analysis to put Ihe 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 lime 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 curren! 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 ---;-:--:-;-;: SOC fe'eS, due to connection to City utilities prior to existance of SOC fee Ord. SP Lot# will be subject to future SDC fees if triggering mechanisms are touched within current City Ordinances. We understand thaI this subdivision is in the preliminary stage and that we will have the opportunity to review it again before recordation. Th < II d < d NOT' I d < 'd ~ h f e 0 ow 109 quote ees 0 me u e mspectiOn ees, Sl e sewer permits, r w permit ees or t e cost 0 water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer A~reement (pvt) \" ATER -0- Latecomer Agreement (pvt) W ASTEWA TER -0- Latecomer Agreement (pvt) OTHER -0- / Special Assessment District/WATER /-0- / Special Assessment Oistrict/W ASTE\V ATER /-0- Joint Use Agreement (METRO) -Local Improvement District • Traffic Benefit Zones $75.00 PER TRIP, CALCULATED BY TRANSPORTATION - FUTURE OBLIGATIONS I - SYSTEM DEVELOPMENT CHARGE -WATER ,. Estimated # OF UNITS! S()C FEE -Pd Prevo Partially Pd (Ltd Exemption) Ncnr Pd SQ. FTG. Single family residential $1,525/unit x 8 $ Ie 2.00.00 Mobile home dwelling unit $1220/unit in park Apartmcnt, Condo $91S/unit not in CO or COR zones x Commercial/Industrial, $0.213!sq. ft. of property (not less than $1,525.00) x Boeing, by Special Agreement/Footprint of Bldg plus 15 f! perimeter (2,800 GPM threshold) SYSTEM DEVELOPMENT CHARGE -WASTEWATER .. Estimated .. Pd Pre' •. ., Partially Pd (Ltd Exemption) Never Pd Single family residential $900/unit x q $ 8100.00 Mobile horne dwelline unit $720/unit x Apartment, Condo $540/unit not in CD or COR zones x Commercial/Industrial $0.l26/sq. ft. of property x(not less than $900.00) SYSTEM DEVELOPMENT CHARGE -SURFACEWATER ,. Estimated ., Pd Prevo ., I'artially Pd (Ltd Exemption) Never Pd Single family residential and mobile home dwelling unit $715/unit x S $ 5,71!0·00 All other l)rOpertics $0.249/sq ft of new imperviolls area of property x (not less than $715.00) I PRELIMINARY TOTAL $ $ e~ OEO.Cli: _Jl~~ ) #. \'JW~OFk' '< tv J • 0 • 0 " DATE '" Signature 0 . {evie 1 Authonty , " [jj .. *If subject property is within an LID, it is dcvelopers responsibility to check wilh the Finance Dept. for paid/un-paid st~ltIlS . • < " . , Square footage figures are taken from the King County Assessor's mal) and arc subject to change . • < Current Cit)' SI>C fec charges appl,Y to " 0 EFFECTIVE Jalllt<lry 1, 2005 City of Rei/ton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:I(ll\'1SU-'fIJ:Liit',Yl COMMENTS DUE: APRIL 14, 2005 APPLICATION NO: LUA05-032, SHPL:H DATE CIRCULATED: MARCH 31,2005 APPLICANT: Michael Feuerborn PROJECT MANAGER: Susan Fiala (,1'(. ',I. PROJECT TITLE: ZetterberQ Short Plat PLAN REVIEW: Jan lilian SITE AREA: 60,643 square feet BUILDING AREA (gross): NIA t.1AK ~ 0 2005 LOCATION: 755 S. 21" Street WORK ORDER NO: 77399 .... " .... ,~ ..... " ...... SUMMARY OF PROPOSAL: The applicant is requesting Hearing Examiner Short Plat approval for the subdivision of a 1.39 acre site into 9 lots and one storm drainage tract. The lots are intended for the eventual development of detached single-family homes on lots ranging in size from 4,500 to 6,211 sq. ft. The site is located within the Residential - a (R-a) zoning desi~nation with a proposed density of 7.9 dulac. Access is proposed via a new public road extending south from So. 21st St. terminating In a cul-de-sac. Existing structures would be removed/demolished to accommodate the short plat. 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 ,rth Housin Aesthetics 'al., LighVGlare ji Recreation Utilities Transponation Public Services ~~~:::::" Historic/Cultural PreS8IVation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELA TED 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 ;s needed to properly assess this proposal. Date • • DATE: TO: FROM: SUBJECT: CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM March 31,2005 Susan Fiala, Senior Planner , /JJ Jim Gray, Assistant Fire Marshal" I If-- Zetterburg Short Plat, 755 s. 21 st 'It 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. Fire Department access roads are required to be paved, 20 wide. 3. Street addresses shall be visible from a public street. Please feel free to contact me if you have any questions. City of Renton Department of Planning / Building! Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: "fIre.. APPLICATION NO: LUA05-032, SHPL-H APPLICANT: Michael Feuerborn PROJECT TITLE: ZeHerberg Short Pial SITE AREA: 60,643 square feet COMMENTS DUE: APRIL 14, 2005 DATE CIRCULATED: MARCH 31, 2005 PROJECT MANAGER: ~an Fiala (1"1 rr; PLAN REVIEW: Jan IIliarl \ U J I \.,,, 'c) 'I r,1 I BUILDING AREA (gross): :N/A \ ','] ~,,',n, r-~ -n I 'f !i'-" \ i\ \ I I II i l i i LOCATION: 755 S, 21" Street WORK ORDER NO: 773g9' ~ i IVll\n 0 I 'VVJ I L..../ I SUMMARY OF PROPOSAL: The applicant is requesting Hearing Examiner Short Plat apprbval fbnhe.suoaiii~i9P-of;aT.~9 acrb site into 9 lots and one storm drainage tract. The lots are intended for the eventual development of detachea:singl~,fa:miJy homes on lots ranging in size from 4,500 to 6,211 sq. ft. The site is located within the Residential - 8 (R,S)_zoning_deSignatioR-with-a-proposeil ---density of 7.9 dulac. Access is proposed via a new public road extending south from So, 21st St. terminating in a cul-de-sac. EXisting structures would be removed/demolished to accommodate the short plat. A, ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable Mor. Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Air Water Plants LandlShoreline Use r~ ~on Animals Environmental Health Energy/ Natural Resources '''if:ggg~::: B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS ith particular attention to those areas in which we have expertise and have identified areas of probable impact or Signatur 0 _'o ___ ~_. s¥ ~ Date 7 A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS "It is anticipated that the proposed development would generate future residents that would utilize existing City park and recreation facilities and programs. The City has adopted a Parks Mitigation Fee of $530.76 per each new single family lot to address these potential impacts." Parks Mitigation Fee City of Renton Department of Planning / Building / Public works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: y~ COMMENTS DUE: APRIL 14, 2005 APPLICATION NO: LUA05-032, SHPL-H DATE CIRCULATED: MARCH 31,2005 APPLICANT: Michael Feuerborn PROJECT MANAGER: Susan Fiala PROJECT TITLE: ZeHerberg Short Plat PLAN REVIEW: Jan lilian SITE AREA: 60,643 square feet BUILDING AREA (oross): N/A LOCATION: 755 S. 21" Street I WORK ORDER NO: 77399 SUMMARY OF PROPOSAL: The applicant is requesting Hearing Examiner Short Plat approval for the subdivision of a 1.39 acre site into 9 lots and one storm drainage tract. The lots are intended for the eventual development of detached single~family homes on lots ranging in size from 4,500 to 6,211 sq. ft. The site is located within the Residential - 8 (A-B) zoning deSignation with a proposed -density of 7.9 dulac. Access is proposed via a new public road extending south from SO.'21st SI. terminating in a cul-de-sac. Existing structures would be removed/demolished to accommodate the short pial. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housino Air Water Plants Land/Shoreline Use Animals i! . Environmental Health Energy/ Natural Resources A':r~~::: --~ --- B. POLICY-RELATED COMMENTS CUf C. 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 ditional information is ded to properly assess this proposal. Date 4/1105 City of Re'uon Department of Planning I Building I Public hv,KS ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ~" .\ ..l.OhOY1 COMMENTS DUE: APRIL 14, 2005 APPLICATION NO: LUA05-032, SHPL-H DATE CIRCULATED: MARCH 31,2005 APPLICANT: Michael Feuerborn PROJECT MANAGER: Susan Fiala ; , PROJECT TITLE: ZetterberQ Short Plat PLAN REVIEW: Jan lilian SITE AREA: 60,643 square feet BUILDING AREA (Qross): NIA "'Mn 3 0 2005 LOCATION: 755 S. 21" Street I WORK ORDER NO: 77399 BUILDING DIVISlm, SUMMARY OF PROPOSAL: The applicant is requesting Hearing Examiner Short Plat approval for the subdivision of a 1.39 acre site into 9 lots and one storm drainage tract. The lots are intended for the eventual development of detached single-family homes on lots ranging in size from 4,500 to 6,211 sq. fl. The site is located within the Residential - B (R-B) zoning designation with a proposed density of 7.9 dulac. Access is proposed via a new public road extending south from So. 21 st St. terminating in a cul-de-sac. Existing structures would be removed/demolished to accommodate the short pial. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housinq Air Water Plants Land/Shoreline Use Animals ~ ~ , Environmental Health , Energy/ Natural Resources ~ Ai!:g~ee, 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 wher, additional information is needed properly assess this proposal. , s Date DENSITY WORKSHEET DEVELOPM . CITY of~~~~. G MAR 15 2005 RECEIVED City of Renton Development Services Division 1055 South Grady Way-Renton. WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 05 03~ 1. Gross area of property: 1. 60.643 square feet 2. Certain areas are excluded from density calculations. These include public roadways, private access easements serving 3 or more dwelling units, and critical areas.* Total excluded area:** 2. 11.084 square feet 3. Subtract line 2 from line 1 for net area: 3. 49,559 square feet 4. Divide line 3 by 43,560 for net acreage: 4. 1.14 acres 5. Number of dwelling units or lots planned: 5. 9 units/lots 6. Divide line 5 by line 4 for net density: 6. 7.89 d.u./acre __ -,,9,---lots or units would result in a net density of 7.89 dwelling units per acre. 'Critical Areas are defined as "Areas determined by the City to be not suitable for development and which are subject to the City's Critical Areas Regulations including very high landslide areas, protected slopes, wetlands or floodways." Critical areas buffers are not deducted/excluded. ** Alleys (public or private) do not have to be excluded. R:\Projects\136 (Dreamcraft)\OOl-04 (Zetterberg)\Documents\density calc.doc 1 Las! updated 05 032 LIST OF SURROUNDING PROPERTY OWNERS WITHIN 300-FEET OF THE SUBJECT SITE City of Renton Development Services Division 1055 South Grady Way, Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 .,' I Y OF RF.Nr~~NING MAR 15 2005 PROJ ECT NAME: ___ --'Z""e""tte""rb""e""ra...,S"'h"'-ort-'-!P-"la"->-t _________ R_E_C_E_1..:..cVf ...... OL-- APPLICATION NO:--""U:::" A...:....::../)5=--o:::::~=2-'--_________________ _ 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. NAME ADDRESS See attached Sheet See attached Sheet Q:lweb/pw/devserv/formslplanning/owners,doc ASSESSOR'S PARCEL NUMBER See attached Sheet 08/27103 (Attach additional sheets, if necessary) L'I N~A~M~E~ ________ I-,-A-",D:.-D"-,-R",E,..Sc-S _______ 1 ASSESSOR'S PARCEL NUMBER Applicant Certification I, M 1cJ\44 ( k(A¢(' "'6f t1 ,hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: Title Company Records King County Assessors Records I.. t 11-,. /J III Z~(IJ_O.r Signed-=-~,,-=L.::!=-'-~-J=.--=-:="""'''''''=-_.JIV,-V . Date "( ~ (Applicant) , """"'------'--- NOTARY ......... ,""'\,-,, .' \ L.GI '. ATTESTED: Subscribed and sworn before me, a Notary Public, in and for ttur~.or:lI!!~/r!lton, residing at E:iJ('7EW006 on the /L(l-dayof FElif ... ~\SSIONii:=.?~'9pO::J--:- C-: :0 \' rry (f\~ . ~ ~. ; /O~.\OTA"'~"'':l)~ Signed __ '~ ~: ....... C/): . (Nolary P Ie) ~ CP \ "US LIe ! . •. ;.. '. " ,:;: ~ "7' '0 # "**For City of Renton Use**** '" :·,,·:··.f,·30.0& .. ····,<.: .: I;f.f-?~·WAS~~~·- CERTIFICATION OF MAILING ""~\\'\"'''' 1r-5/ac.y"TwJ5e¥ , hereby certify that notices of the proposed application were mailed to (C;ly Employee) \ each listed property owner on 313\ 05 Signed Jti(j ~ ./ Date: NOTARY ---_ ............ ,'", ATTI;.,ST: Subscribed and sworn before me, a Notary Public, in and for th.e St~~.~~"#lsiding at .,jetHtle-on the ("1 day of c1prrL ; ~,'?',?'~7:'1-.II, ~ " ~ 'i:<,'. <:) , aoJiy.' .Ji\-lOTARy~···.9/~ ~ I"l:u _._ g;: , I . : ~ .0)(/. $-1'1 -06 ", 0>.... PuSLIC .... : 'I ~ ···.-?·,9-0ro ... ·,'~ : 'I ~r.:""""··.\0~":-. \ \ \, "'"WAS\'\\\~_--"",-.~. .- ~I PUGET SOUND ENERGY/GAS 15461 100TH AV SE /JO ~u,c~~ Renton, WA 98055 L//q/Ch 2023059071 ZETTERBERG KATHIE M 15725 WILLIAMS AV S Renton, WA 98055 7222000075 KING JAMES+ANDREA S 706 S 23RD ST Renton, WA 98055 7222000091 CROPPI ROME & LORA 2202 SMITHERS AV S Renton, WA 98055 7222000100 SANSAVER WILLIAM S+PATRICE 2126 SMITHERS AV S Renton, WA 98055 7222000103 HERITAGE HOMES INC 2217 SMITHERS CT S Renton, WA 98055 7222000107 CITY OF RENTON 1055 S Grady Way Renton, WA 98055 7222000121 PALERMO NELSON D AIkrnp/tl2{ 2205 WELLS CT S }Jot-~() Renton, WA 98055 '-lkl/t>6' 8898700630 ARZAGA ALLAN & MIRIAM 2107 WELLS CT S Renton, WA 98055 8898700660 ,UGETSOUNDENERGWGAS 750 S 158TH ST No Such1#=: Renton, WA 98055 Li/Qi05 7222000070 LARSEN GREGORY & DARLENE 2211 WILLIAMS AV S Renton, WA 98055 7222000085 KERWIN TODD+JUANITA GARRETT 2217 WILLIAMS AV S Renton, WA 98055 7222000092 DiAl LIZABETH R 2208 SMITHERS AV S Renton, WA 98055 7222000101 PEGORARO ATTEO+ROSE 2120 SMITHERS AV S Renton, WA 98055 7222000105 BALLESTRASSE BRUNA 1804 Lake Ave S Renton, WA 98055 7222000110 LI BIAO 2213 WELLS CT S Renton, WA 98055 8898700610 CHURCH DANNY K+BARBARA L 2201 WELLS CT S Renton, WA 98055 8898700640 NGUYEN LOC D+PHAN NGA T 2103 WELLS CT S Renton, WA 98055 8898700670 .-'ACIFIC NORTHWEST PIPELINE 730 S 158TH ST No S(l(h :p:.. Renton, WA 98055 4/1 /05" 7222000071 OTT ROBERT P+RENEE L 710 S 23RD ST Renton, WA 98055 7222000090 HERITAGE HOMES INC 845 106th Ave NE #103 Bellevue, WA 98004 7222000095 LANCASTER SCOTT P 2132 SMITHERS AV S Renton, WA 98055 7222000102 MARCONI MARY C 2114 SMITHERS AV S Renton, WA 98055 7222000106 WYSOCKI ELVINA -tJD s.u11 1F 15644 S 20TH PL ~/s(C£ Renton, WA 98055 7222000120 MENDOZA RAFAEL 2209 WELLS CT S Renton, WA 98055 8898700620 TORRES CELIA M 2111 WELLS CT S Renton, WA 98055 8898700650 PHAN STEVEN T 2104 WELLS CT S Renton, WA 98055 8898700680 A Mnt.,. Application hn ~en 111M! and accepted with the Devalopment Servlc.1 Dlvilion 0' tha City 01 Flanton. Tha lollowlng brllily dnern,.. the application and th n_ ... ry Public Approval •. PROJECT NAMEINUMBER: ZE>ttE>rOOrg Short PIal! LUA05-OO2. SHPL·H PROJECT DESCRIPTION: Tha awticanl ill r9Q~e'llng Hearing Examiner Shon Pial approval lor Iha lubdllOsion 01 a' .39 acre aHe Into 9 loIs and one alorm drainagE> tract. The Iota are Inlandi'd lor thE> evantual development 01 detached slngle·famlly homes on Iota renglng In alze lrom 4,500 to 6,21 1 sq. It. The Ilia is located w~hin the Residential· 8 (R·8) zoning del~natlon with a proposed donllty of 7.9 dulac. Accen II pro pond via a new public road exlendlng south Irom So. 218t St. terminating In a cul·da-a8c. Exlstlnll structures would be ramovedldamolished to accommodale the short plat. PROJECT LOCATION: 755S2,"Streat PUBLIC APPROVALS: Hearing Examioor ShOr1 Plat APPLICANTIPROJECT COmACT PERSON: Roger J. CeelI, SOA Englnoors: Tal; (425) 486-6533 Ext '00 Eml: rcecIlO.daenglnee-rs.com PEFIMITS WHICH MAV BE FlEQUIRED: Utility, Fire, and Conslrucllon Permits REQUESTED REPORTS/STUDIES: Siorm Drainago and Gootochnical Report. PUBLIC HEAFlING: PUblic hestlng Is tftnlstlYl!!Y .chedulod for Aorl! 26 2005 bafore the Ranlon Hearing Examiner In Rftnton Council Chambers. Hearings begin at 9:00 AM on Ihe 7th lloor 01 the new Renton Crty Hall located al 1055 South GradyWay. Comm.nl. on the above apptlcallon mutt !>a lubmlttad In wrlUng to SUllln Filla, Senior Pllnn.r, Devalopment Sarvl<;:a. OiYl.lon, 1055 South GTlldy Way, Ranton, WA 11055, by 5:00 PM on Aptl114, 2005. 11 you hava qUlIslionl aboulthla proposal. or wl.h to be made a party 01 r9CXlrd and receivil addttional nOlillealion by mall. contacl the Proiect Manager at (425) 430·7382. Anyone who 5ubmtts wrtttlln commenl, will aUlometlcatty become a PIIrty 01 rocord and wltl be notiTied at any docl,lon on thll project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPL)CATION: March 15, 2005 NOTICE OF COMPLETE APPLICATION: March 31, 2005 DATE OF NOnCE OF APPLICATlON: March 31, 200~ ~~fl II you would like to 00 made a party 01 rOCOrd to roceive further Inlormatlon on this proposed project, comptete this form and ralum to: City 01 Renton, Devaklpment PlannUlg, 1055 South GradyWay. Ranton, WA 98055. File Name! No.: Zenerberg Short Plat f LUA05-032, SHPL·H NAME: MAILING ADDRESS: TELEPHONE NO.: CERTIFICATION I, (UeIl:-1L-JOrLh , hereby certify that -:::, copies of the above document were posted by me in ~ conspicuous places or nearby the described property on J:f ~ --, ..... ,' ..... ,, J-.. If) --\\ SIGNED:.&c.?A II'\. _ -'0 ':': ~~~I\ ---"--=-..c=-"=---"----'->...-,jt"'"=-""'~'3,,~~:S!:;"';'i?-:'.· "'\0· N i".j:·.:t'O I I I · ...,.~ '" • ~ , ArrEST: Subscribed and sworn before me, a Notary Public, in and for the Stme o· . as lmgton r' "" I .~ AAY~'" "'P 'I .::,ea1f1~ ,on the 1'1 day of ~if' g~oC . -{""~~~~~G~~it:~~~ (0. I ~ __ CJ): I NOTAR Y PUBLIC S N RE: :: I, '. PUBLIC .... : , IS" • R> .... .i?.- II ~ •• • .'~-19·~ .. ·· rJ:'';-"'/~OF:;,jAS~~ .: I, -""" ....... --- DATE:_-:S_·_-S-,I_-_Q_LS __ A Master Application has been flied and accepted with the Development Services Division at the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NAME/NUMBER: Zetterberg Short Plat / LUA05·032, SHPL·H PROJECT DESCRIPTION: The applicant is requesting Hearing Examiner Short Plat approval for the subdivision of a 1.39 acre site into 9 lots and one storm drainage tract. The lots are intended for the eventual development of detached single-family homes on lots ranging in size from 4,500 to 6,211 sq. It. The site is located within the Residential -8 (R-B) zoning designation with a proposed density 01 7.9 dulac. Access is proposed via a new public road extending south from So. 21 st St. terminating in a cul-de-sac. Existing structures would be removed/demolished to accommodate the short plat. PROJECT LOCATION: 755 S 211t Street PUBLIC APPROVALS: Hearing Examiner Short Plat APPLICANT/PROJECT CONTACT PERSON: Roger J. Cecil, SDA Engineers; Tel: (425) 486·6533 Ext. 100 Eml: rcecil@sdaengineers.com PERMITS WHICH MAY BE REQUIRED: Utility, Fire, and Construction Permits REQUESTED REPORTS/STUDIES: PUBLIC HEARING: Storm Drainage and Geotechnical Reports Public hearing is tentatlvely scheduled for April 26. 2005 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 South Grady Way. Comments on the above application must be submitted In writing to Susan Fiala, Senior Planner, Development Services DiviSion, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on April 14. 2005. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager at (425) 430-7382. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: DATE OF NOTICE OF APPLICATION: - March 15, 2005 March 31, 2005 'March 31, 2005 /1 ~ l If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 South Grady Way, Renton, WA 98055. File Name / No.: Zetterberg Short Plat / LUA05·032, SHPL·H NAME: __________________________________________________________ ___ MAILING ADDRESS: _____________________________ _ TELEPHONE NO.: _____________ _ Wheeler, Mayor March 31,2005 Roger J. Cecil, PE SDA Engineers 18322 Bothell Way NE Bothell, WA 98011 Subject: Zetterberg Short Plat LUA-05-032, SHPL-H Dear Mr. Cecil: CITY )F RENTON PlanningIBuildingIPublicWorks Department Gregg Zimmerman P.E.,Administrator 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. ' This matter is tentatively scheduled for a Public Hearing on April 26, 2,005 at 9:00 AM, Council Chambers, Seventh Floor, Rent9n ~ity.Hall, 1055 South Grady Way, Renton. The applicant or representative(s) olthe applicant are required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the ' h~ri~, ',' , . The Renton Municipal Code, 4-4:070, requires, a conceptual'landscap,e' plan to 'be submitted with the Land Use Application. You may submit the plim (5 copies) and a reduced (8Y2 x 11) size prior to the public hearing for review or this will be a condition of short plat approval. ' You will be notified if any additional informati9n, either than what is noted above, is required to continue processing your application. Please contact me at (425) 430-7382 if you have any questions, ~ .. Susan Fiala ~ Senior Planner cc: Kathie Zetterberg / Owner Michael Feuerborn / Applicant Enclosure: Landscaping Regulations ,'0;\&1) '!) ~~I\J' ----------~1~0755~So-u~th~G~r-a7dy~W~ay--~R~e-n-to-n~,W~a-s~hl~'n-gt-o-n~9~80~5~5-------------~ ® This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE ~Je K~thy Keolkcr-Wheeler, Mayor March 31, 2005 Superintendent's Office Renton School District #403 300 SW 7'h Street Renton, WA 98055-2307 Subject: Zetterberg Short Plat LUA-05-032, SHPL-H CITY F RENTON PlanningIBuildingIPublicWorks Department Gregg Zimmerman P.E., Administrator The City of Renton Development Services Division has received an application for a 9-lot single- family subdivision located at 755' S 21 51 Street. Please see .the enclosed Notice of Application for further details. . . I n 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. Please fill in the appropriate schools on the listbelow.and return this letter to my attention, Development Services Di)iision, City of Renton,1055 South Grady Way, Renton, Washington 98055 by April 14, 2005. '. Elementary School: ________ -'-'-'-'-_______ ~ ________ _ Middle School: _____________ ~ ____________ _ High School: _______ ~ __ _,_----~,..._----~------ Will the schools you have indicated~e 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) 430-7382. Sincerely, Susan Fiala Senior Planner Enel. -----,...-Ic:07SS-:-:::-S0-u-.th:-G:::r-."7dy-.W:::-.y-_-.R::-e-n,-to-n-., W:-:.-s.,-h'-.·n-gt-o-n-=97S0::cS=-=S-------R E N TON ® This paperoontains 50% recycled material, 30% post consumer AHEAD OF THE CURVE 05 032 PROPERTY OWNER(S) PROJECT INFORMATION NAME: Katie Zetterberg PROJECT OR DEVELOPMENT NAME: ADDRESS: 15725 Williams Ave. SO. -:t-SS S. z..~ Zetterberg Short Plat CITY: Renton ZIP: 98055 PROJECT/ADDRESS(S)ILOCATION AND ZIP CODE:,tt 9- 15725 Williams Ave SO 7fS5 J ZJ . Renton, WA 98055 TELEPHONE NUMBER: KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): APPLICANT (if other than owner) 722200007507 NAME: Michael Feuerborn EXISTING LAND USE(S): SF Residential COMPANY (if applicable): Dreamcraft Homes PROPOSED LAND USE(S): SF Subdivision (R-8) ADDRESS: 215 East Meeker EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: CITY: Kent ZIP: 98032 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (If applicable): TELEPHONE NUMBER (253) 859-9697 EXISTING ZONING: R-8 CONT ACT PERSON PROPOSED ZONING (If applicable): NAME: Roger J. Cecil, P.E. SITE AREA (In square feet): 60,643 SF COMPANY (if applicable): SDA Engineers SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (W applicable): 11,084 SF ADDRESS: 18322 Bothell Way NE PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET CITY: Bothell ZIP: 98011 ACRE (If applicable): 7.89 UNITS/ACRE NUMBER OF PROPOSED LOTS (if applicable): 9 TELEPHONE NUMBER AND E-MAIL ADDRESS: (425) 486-6533 rcecillalsdaengineers.com NUMBER OF NEW DWELLING UNITS (If applicable): N/A Q:webipwldcvservlfonnsJpianninF/masterapp.doc o Ol~ ,,~y PROJECTINFORMAT~I~O~N~(~lco~n~t~in~u~e~d)~ __________ -4 NUMBER OF EXISTING DWELLING UNITS (il applicable): 1 SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (il applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (il applicable): SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (il applicable): SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (il applicable): NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (W applicable): PROJECT VALUE: ISTHE SITE LOCATED IN ANY TVPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (il applicable): IJ AQUIFER PROTECTION AREA ONE IJ AQUIFER PROTECTION AREA TWO IJ FLOOD HAZARD AREA IJ GEOLOGIC HAZARD IJ HABITAT CONSERVATION ________ sq. It. ________ sq. It. ________ sq. fl. IJ SHORELINE STREAMS AND LAKES ________ sq. fl. IJ WETLANDS ________ sq. It. LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE ___ ~ ___ QUARTER OF SECTION -1.a. TOWNSHIP 23N. RANGE ~,IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. ----------3. 2. -----------4. ----------- Staff will calculate applicable fees and postage: $ ____ AFFIDAVIT OF OWNERSHIP 1, (A"int Name/s) ~~M.. 2fclli--...cbe.C~_, declare that I am (please check one) 1::::: the current OWfler of the property involved in thiS application or __ the authorized representatNe to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information here'vVith are in all respects b'ue and correct to the best of my know edge and belief. ~-~~~cJ- (Signarure of Owner/Representative) (Signature of Ovvner/Representative) Q:weblpwldevserv/forms/planning/masterapp.doc I certify that I know or have satisfactory evidence that ~1.!iJ"2 M......2PTIt;k"B ~IU1 signed this instrument and acknowedged it to be his/her/their free and wluntary act for the uses and purposes mentioned in the instrument. Notary (Print)';; Nc72Jl..( L--i<.JHPL..C ,<- My appointment explres:_O q, -3~(.)2> __ _ PROJECTINFORMAT~I~O~N~(~co~n~t~in~u~ed~)~ ____________ ~ NUMBER OF EXISTING DWELLING UNITS (if applicable): 1 SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAN (if applicable): NET FLOOR AREA OF NON-RESIDENTIAL BUILDI NGS (if applicable): NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (W applicable): PROJECT VALUE: IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): o AQUIFER PROTECTION AREA ONE o AQUIFER PROTECTION AREA TWO o FLOOD HAZARD AREA o GEOLOGIC HAZARD o HABITAT CONSERVATION ________ sq. ft. ________ sq. ft. ________ sq. ft. o SHORELINE STREAMS AND LAKES ________ sq. ft. o WETLANDS ________ sq. ft. LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE ___ SE _____ QUARTER OF SECTION -.lli, TOWNSHIP 23N, RANGE 5E ,IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. ------------3. --------- 2. ----------4. Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP I. (Print Name/s) ~ T. Z G-lI~£fl,£LIZ Til. , _, declare Ihat I am (please check one) _ Ihe current owner of Ihe property involved in this application or ___ the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing staterrents and answers herein contained and the information hereVv1th are in all respects true and correct to the best of my knoYAeclge and belief. ~ I cErify that I know or have satisfactory e";dence that C4AfL L-,. :ZG'-r"t:.""F~~L"l J IL signed this instrument and ackno'NIedged it to be hislherftheir free and ...uluntary act for the Z_ uses and purposes mentioned in the instrument. (Signature of (Signature of O'M1erfRepresentative) Q:weblpw/devserv/forms/planninglmasterapp.doc ............ ""'\'t ----L RIA. ," _~-~~\.: .... :~,o( 1111, ::::::j~;.i:~~~~~~~~ :1 .:]-.«) ••• ·~S\ON i?.t,,;"_~ ". -----;-r;;;r,: ~ ~.:r , : :.;# -"OTARy ~'. '. "'~~~~b~lic0JJi .alnd for the S e of Washington ~ : 8 ~ 1ft ~ : ill: ~.~ : • ~ . . . ~ :. PUB\.\V i :cd 1..,,-'0' ~ ",,). ... ... '" :: ~7Z--It, '1~ ..• 9·30-0~,·:"'(3 :f Notary (Print) :$HeJVZ.-I L.-. i<.IHPL-C "":~-O···,,·····.~,:,.r-------------<"" "W,..9~ \,\\,~" .......... My appolntmen,e"Pires:_.!2.Cf . 00' 05 __ o \ ., PRv..rECT INFORMATION continuea NUMBER OF EXISTING DWELLING UNITS (if applicable): 1 PROJECT VALUE: IS THE SITE LOCATED IN ANY TYPE OF SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): ENVIRONMENTALLY CRITICAL AREA. PLEASE INCLUDE SQUARE FOOTAGE OF EXISTING RESIDENTIAL SQUARE FOOTAGE (If applicable): BUILDINGS TO REMAIN (if applicable): IJ AQUIFER PROTECnON AREA ONE SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL IJ AQUIFER PROTECTION AREA TWO BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL IJ FLOOD HAZARD AREA _______ sq. ft. BUILDINGS TO REMAIN (If applicable): IJ GEOLOGIC HAZARD ________ sq. ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDI NGS (if IJ HABITAT CONSERVATION ________ sq. ft. applicable): IJ SHORELINE STREAMS AND LAKES ________ sq. ft. NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE IJ WETLANDS ________ sq. ft. NEW PROJECT (W applicable): LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE ___ ~ ___ QUARTER OF SECTION -ll. TOWNSHIP~. RANGE~, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. -------3. 2. 4. Staffwill calculate applicable fees and postage: $ _____ AFFIDAVIT OF OWNERSHIP I. (Print Name/s) ~-=c Z G-i / Eot2.~JUir. Til. / _. declar. that I .m (pi .... ch.ck on.) Lth. curr.nt o"",.r 01 tho property Involved in this appUcaUon or __ the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statel'TlBnts and answers herein contained and the Infonnation her8Yttth araln aD respects true and caract to the $Of my knoWedJ:lB and belleC, .. _ 71# ~ ;,t-\ • ZG-rTe£.Bt:" 'U-I ~ I certify thai I know or havesstisfactOfy EMdencethat~ILL, T. ·llJilleRl~R.L::jJQ.. Z signed this instrument and acknolMadged it to b. hlS/h.r/thelr Ir .. and IoOluntary act for tho -J..... ~_ uses and purposes mentioned In the instrument (Signature of ar/Represen tiw) ///) ....... ",,',,''1\ / _-----~ \... R/4f ' •••• ,/ _-~'?' ......... jO( '1, ( ...... ::+~~.u*"¢::t2~~7~=::::.-_ : ~ .,.;;'~\ON /2;:'" ~ " , . . --:-r:;y:.' ~ ',\" -r " y. ----t.; /1.,_.~ .>,~~ eofWashlnglon i /! ~OlAA" ~\ ". /)a;.tI~ /r/ f :CJ ~.~ : ; ----------~ \ PUB\..\V ..: ~ j (Slgnatur. of ev.ner/Repr ••• ntative) Q:wtblpW1'devservlfoI1l\!llplarmingimasterapp.doc ~~\ ."~4 -z It, 'f>:.. .. 9'30.0'0.·· 0 4 Notary (Print) ;:$He7i!.£-' L.· R../NPLeJ -' .. ·: ... O···· .. ··~-;;,/I,~./ ------------.,., fI W"""';"r ',\\\\\."" ... " My appolntm.nt .lIplr .. :_ <'9 . "3.0' OB __ .. ~ j f g / 0----" ~\ \ I ~ S\218t~ ST. • \ ::f-SITE ~ ) f ~ ~V • U-O)~~ ~ 1\ \ \oh/ h I~U tc--; QL( 6 ~ ~ \ 0 c-.Y ~ I [~~~ t D r-r~ ~ 0 l0L J co I rn '~' iJ ~ ~ ~ ! [r-fj-d L ( (l I Q G~ h ~ ~: ~ D~ \ ~~ ~) of \ n iI+1 w • 0 D \ t:: P-J \ ,~ i':; i J If r ~ 0 -c-j r-\II \~ 0 \ Y - , WPH ZETTERBERG ~ De81gn ~ ~ ~ SHORT PLAT 1·.200' ;! Drawn '--______ ----1 Scale j "",_;;:--_ Site Development Associates, LLC .--- Ii. Date ~116~"SIree~_~el06~Bo_thGl.W~~.9~1~ __ .. __ NEIGHBORHOOD MAP 1 136~OOl~04 Omce:.c25.~.6S33 Fax: .0125.<486.&593 www.sdoengineen.com i Project No. Figure No. --............ erstonf Geotechnical, Inc. February 10, 2005 Mr. Michael Feuerborn Dreamcraft Homes 215 East Meeker Street Kent, Washington 98032 Preliminary Geotechnical Engineering Summary Zetterberg Property 15725 Williams Avenue South Renton, Washington CG File No. 1820 Dear Mr. Feuerborn: 05 1762S-130'h Ave. NE, t102, Woodinville, WA 98072 Phone: 425·844-1977 Fax: 425·844-1987 This document presents a summary of our preliminary findings of our geotechnical engineering investigation at your proposed residential project located at 15725 Williams Avenue South in Renton, Washington. We are currently preparing a geotechnical report for the site, and have prepared this document to present general impressions of geotechnical aspects of the development for your use in the time period before our report is issued. For our use in preparing this document, we have been provided with an electronic copy of a site plan prepared by Pacific Geomatic Services, Inc., dated January 17, 2005, that shows the proposed lot layout, road alignment and storm water detention facility location. A storrnwater detention facility is planned to be located in the northern portion of the site. The rectangular-shaped site covers approximately 1.4 acres and has maximum dimensions of approximately 270 feet in the east-west direction and 225 feet in the north-south direction. Access to the site is provided by 21'\ Street South, which borders the site to the north. The site is also bordered by existing residential acreage to the west and south, and State Route 515 to the west. We visited the site on February 9, 2005. The site surface has a typical glacial hummocky topography and slopes gently downward to the southeast. A drainage swale is located north and east ofthe property. The site is vegetated with grass and small-to-medium-sized deciduous trees. A 4-foot rockery is located in the 032 Preliminary Geotechnical Engi~tc, mg Summary Zetterberg Property Renton, Washington February 10, 2005 CG File No. 1820 Page 2 northeast portion of the site. We observed an existing residence and several shed-like structures located in the northwest portion on the site. The entire site was fenced and the access gate was locked. We did not gain access to the site. The site is located in the vicinity of abandoned coal mine. We have completed limited research on the locations of the mines. We have reviewed the following two coal mine hazard maps: 1. "City of Renton, Sensitive Areas, Coal Mine Hazard" dated February, 2003. 2. Geologic Structure Map of Renton Coal Mine -Renton Coal Company, Watkins-Evans Consulting Mining Engineer, undated. The site is located outside of the hazard areas on both maps. The City of Renton has designated areas directly east of the site as having a moderate hazard. According to the Watkins-Evans map, the nearest shaft is approximately 400 feet northeast of the site and was classified as the Talbot 2nd East Shaft. The "Engineering Investigation for the Renton, Washington Area" conducted by Morrison-Knudsen in 1985, states that the Talbot mine is an extension of the Renton mine, and is located on the eastern limb of the Renton anticline. The site is located on the western limb of the Renton anticline. It is Our opinion that the site is not subject to coal mine hazards based on our review of the above documents. It is our opinion that the site is compatible with the planned development. Although we did not access the site, the observed topography is indicative of glacial ground moraine deposits. Our interpretation of the topography agrees with the "Geologic Map of the Renton Quadrangle, King County Washington", by D.R. Mullineaux. The site is mapped as ground moraine deposits (Qgt), which consists of unsorted sands, silts and gravels deposited at the bottom of a glacier. We expect native glacial soils or bedrock to be encountered in our future explorations. We expect that they will be suitable for support of standard shallow residence foundations. We did not observe features indicating any other geotechnical concerns on the site. 000 Cornerstone Geotechnical, Inc. Preliminary Geotechnical Engi~cc"ng Summary Zetterberg Property Renton, Washington February 10, 2005 CG File No. 1820 Page 3 We have prepared this preliminary document for Dreamcraft Homes and its agents, for use in preliminary planning for the project. Our forthcoming final report should be referenced for specific geotechnical recommendations for the planned development. The conclusions and interpretations in this document should not be construed as a warranty of subsurface conditions. Within the limitations of scope, schedule and budget for our work, we have strived to take care that our work has been completed in accordance with generally accepted practices followed in this area at the time this document was prepared. No other conditions, expressed or implied, should be understood. We appreciate the opportunity to be of service to you. If there are any questions concerning this report or if we can provide additional services, please call. Sincerely, Cornerstone Geotechnical, Inc. Thor Christensen, PE Project Engineer a~/.~~ cEP Charles P. Couvrette, PE Principle Engineer KLA:TRC:CPC:nt Cornerstone Geotechnical, Inc. OE:\teL c,-R:A1etvr p OF f:/etvr'L~/VN'NG M.A N PACIFI~FN~~~:;!~~O~~T~!C COMPANY "iN 152005 215 Columbia Street RECE/~ Seattle, Washington 98104-1511 t:i) Senior Title Officer, Mike Sharkey (mikesharkey@pnwt.com) Title Officer, Curtis Goodman (curtisgoodman@pnwt.com) Assistant Title Officer, Charlie Bell (charliebell@pnwt.com) Unit No. 12 FAX No. (206)343-1330 Telephone Number (206)343-1327 Site Development Associates 10116 Main Street, Suite 106 Bothell, Washington 98011 Attention: Roger Title Order No. 585357 CERTIFICATE FOR FILING PROPOSED PLAT PLAT CERTIFICATE SCHEDULE A GENTLEMEN, In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of King County, washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that according to said records the title to the following described land: As on Schedule A, page 2, attached. IS VESTED IN, KATHIE M. PRICE ZETTERBERG, as her separate estate SUBJECT TO THE FOLLOWING EXCEPTIONS, As on Schedule Bf attached hereto. CHARGE, TAX, $250.00 $ 22.00 TOTAL CHARGE, $272.00 RECORDS EXAMINED TO, February 8, 2005 at 8,00 a.m. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. Mike Sharkey Senior Title Officer Unit No. 12 05 032 PLAT CERTIFICATE SCHEDULE A Page 2 Order No. 585357 The land referred to in this certificate is situated in the State of Washington, and described as follows: Lots 12 and 13, Plat No.2, Renton Co-Operative Coal Company's Acre Tracts, according to the plat thereof recorded in Volume 9 of Plats, page 27, in King County, Washington; EXCEPT that portion conveyed to the State of Washington for highway purposes by deed recorded January 25, 1974 under Recording Number 7401250193. END OF SCHEDULE A GENERAL EXCEPTIONS, PLAT CERTIFICATE Schedule B Order No. 585357 1. Rights of claims of parties in possession not shown by the public records. 2. Public or private easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate surveyor inspection of the premises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the Workmen's Compensation Act not shown by the public records. 5. Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 7. Any service, installation, connection, maintenance, capacity, or construction charges for sewer, water, electricity or garbage removal. B. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. 9. Indian tribal codes or regulations, Indian t~eaty or aboriginal rights, including, but not limited to, easements or equitable servitudes. SPECIAL EXCEPTIONS, PLAT CERTIFICATE SCHEDULE B Page 2 Order NO. 585357 1. UNDERGROUND UTILITY EASEMENT, AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING, PURPOSE, AREA AFFECTED, RECORDED, RECORDING NUMBER, Puget Sound Power & Light Company, a Washington corporation Underground electric system The north 10 feet of the west 10 feet of the east 125 feet of Lot 12 March 9, 1983 8303090412 Contains covenant prohibiting structures over said easement or other activity which might endanger the underground system. Said instrument is a re-recording of instrument recorded under Recording Number 8207070532. 2. RESTRICTIONS CONTAINED IN INSTRUMENT, AS HERETO ATTACHED, RECORDED, RECORDING NUMBER, November 23, 1917 1174751 3. EXCEPTIONS AND RESERVATIONS CONTAINED IN INSTRUMENT, AS HERETO ATTACHED, RECORDED, RECORDING NUMBER, November 23, 1917 1174751 NOTE: No examination has been made to determine the present record owner of the above minerals, or mineral lands and appurtenant rights thereto, or to determine matters which may affect the lands or rights so reserved. 4. GENERAL AND SPECIAL TAXES AND CHARGES, FIRST HALF DELINQUENT MAY 1, IF UNPAID, SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID, YEAR: TAX ACCOUNT NUMBER: LEVY CODE, 2005 722200-0075-07 2110 CURRENT ASSESSED VALUE, Land: $96,000.00 Improvements: $110,000.00 (continued) PLAT CERTIFICATE SCHEDULE B Page 3 .. Order No. 585357 AMOUNT BILLED GENERAL TAXES, $2,454.15 SPECIAL DISTRICT, $1.59 $5.00 TOTAL BILLED: $2,460.74 PAID: $0.00 TOTAL DUE: $2,460.74 5. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF, GRANTOR, TRUSTEE, BENEFICIARY, AMOUNT, DATED, RECORDED, RECORDING NUMBER, Kathie M. Price Zetterherg and Carl T. Zetterberg, wife and husband PRLAP, Inc. Bank of America, N.A. $128,000.00 May 14, 2001 June 8, 2001 20010608000595 The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. 6. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF, GRANTOR, TRUSTEE, BENEFICIARY, AMOUNT, DATED, RECORDED, RECORDING NUMBER, Kathie M. Price Zetterberg and Carl T. Zetterberg, Jr., wife and husband PRLAP, Inc. Bank of America, N.A. $80,000.00 March 24, 2004 April 28, 2004 20040428000137 The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. (continued) PLAT CERTIFICATE SCHEDULE B Page 4 Order No. 585357 NOTE 1: A survey of the herein described property was recorded under Recording Number 7902099007, a copy of which is hereto attached. END OF SCHEDULE B Title to this property was examined by: Ryan Sarver Any inquiries should be directed to one of the title officers set forth in Schedule A. Renton Co-Operative Coal Tracts Company's Acre 9/27 l PACIFIC NORTHWEST TITLE Compaf\Y of Washington, Inc. 0.9 7 ACE1,Q OJ:' :~ .. SOU1H ... .l~ SEA,TTC.~} , LATE~At: 28 .25 Order No. 585357 IMPORTANT, This is not a Plat of Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. N r DEVELOPM£; CITY OF ~r .. \ANNING "'ON 05 032 aiD Chicago Title Insurance Company ................................ ~~~) 5 2005 "<1, ... Cl rIOY'o<. ro, .. c:octft2'C~Wa> WHII!!N RI!COROBO ",.TUR'" TO N_ •.••• P.~.T,.QI:!!:i .... lio ... D"'LQ:lG .•... At:.t:.<>.mey.s ... .at:. ... L.aw. .......•.......... Add ........ ~.1?:l.e. .... ~ .•. ~i, .... M~p.y..e.k. ............ _. __ .. _ ............. _ ...... __ .... _ ... __ .. . o o • '" '" '" c.~. 8.,._. z.tP ....•...• _S.~.a1;.t;.l.~ ...... J:?A ...... 9.a.l.l.6. ....................... _ .... _ .. _ ... _ ..... . ----------------.-•• ----.--. -------------p' '""" Quit Claim Deed THE GR>\NTon WILLIAM R. PRICE tor and in con.idera~ion of 10ve and affect:ton. father to daughter convey. and quit claims to KATHIE M. PRICE ZETTERBERG. as her separate estate ..... ~ !;: .. o the following described real estate. aitualed in the County of tOGether with aU after acquired title of the Ktantor(lI) therein: Ki.ne State of Washington, l!) en o o l!) o ~ o l!) en Lots 12 and 13. Plat No. 2 of Renton Co-Operative Coal Company's Acre Tracts. according to the plat recorded ~n Volume 9 of Plats. page 27. in King County. Washington; Togcthe~ with casement for wate~ line over and across the South 4 feet of Lot 18. Plat No.2 of Renton Co-Operative Coal Company's Acre Tracts, according to the plat recorded in Volume 9 of Plats. page 27. in King County. Washington. Except that portion conveyed to the State of Washington for hi,hway purposes by deed recorded January 25, 1974 under Auditor s file no. 7401250193. ~~~~=:?!l:.:~::~:~:: .. ::::::::::::::::::: ............................................................................................... . . ~ . C INJividuOl') W~lliam R. Price ............................................................................................... By ........................................................................... _ ....................................... .. Iln,Jjv;,Ju:011 (Pre.i.Jcnl) :~:~::;~~~.~~~~.~ ................ J .. . On Ihi ... by prn,oNllly ap~.lfl'd ~(or~ rn .. t-lilli.am ~. ?~~.~.~ .................. _ ..... _ ..... .. to "'~. knuwn to be-Ih., individu.Al d...cribed in .nd ... ,h .. ~'.l"CUI..d th~ within and rorcocoinc iftlltrument. and ar!r.;nQwlfll.l'd I .... t. he .....• Icneel tho __ D'S hl~.. hpC' and voluntary .ct and deed, ror th~' .. s" .nd PLlflK"'M""ll th .. nrin mentioned. By ....................................................................................................................... . (Sccnr:tlrY) :=::.~~:~~:~ .. _ .. _._ ...... J ... On tt.b ....... _ ........... day of •.. _ •••• _ ........... _ .. _ ................ _ .. _ •• _ .• _ •.•• 19 ............ . befo ... me. the wulenlrned, • Nolaly Public in and for the Blat. of Wuh· hlC1On. duly v=ml,·Wned, aad .worn, peno-'1y Dppct.red. __ ._ .. _._._ •. _m .. _ .nd .. _ ...... _ •••••• _ •. _ •. _ ._._ .............. _ •• _ .............. _ •. _ ••.• __ .. _ •.•••• _ •••.•• _ •. _ ................... , .•.• to m. kDown 1.0 be the ......... __ .. _ .. _ ...••.. Praident and. ................ _ ....... SecTeblry. ~Iy. 01. .. _ ...... _ .•••• _ •.• _ .•••.. _ ...... _ .... _ .•.•.• _._ ..••. _ ••••..•.. __ ••. _ •••• __ ..•..•• _ •.•• _ ~ :idf=::=w~~ .. b.~':1~~r::r!~~~.::d~ D1~c!,~~ llLion.. for lh.-"... aNI p~ thenin nwntiOned. .nd on oath .t.-LMi that ................... _._ .•..... aut.hori.wd to '.ecu&e the Mld iIuItzuIDont and that Iha _I .1Ib:ed t.the cofllOrate _.1 of said corporatJOQ.. .bov~~~ my hand and o8lda ..... 1 hareto alIJJo:lId the clay and )lear ant '· .. ··-·····N~·;;;;·~bi·i~-i;;·;:d;;;-o;·B-;:~;;i·w~~-;t;~······-· ..... -.. -... r-'d1nc .t. ...... ___ .. ___ ._ .. __ .... _._ .. _ ... ___ ... . ....... - WHEN RECORDED MAIL TO Recordmg I equested by Sherry Thompson of Bank of An'lellCa, Seattle Center WHEN RECORDED MAIL TO: FIDELITY NATIONAL-LPS POBOX 19523. IRVINE. CA 92623-9523 BASF Account Number. ACAPS Number Date Printed I FF 01'031635520 5/9/2001 ,,0.00 s DEED Qf TRUST THIS DEED OF TRUST IS granted thIs N day of by Kathie M ce Zettcrber And Carl T Zcttcrber Wife And Husband (''Gl'Untor~) to PRLAP.lnc. (~Trust •• ', whoGG address 18800 Fifth Avenue, F1eor 19. Seattle, Wa 98104, In trust fer Bank 0' Am.mca, N A., ("Beneflclary~). at ll$ RENTON BANKING CENTER office. "Grantor~ herem shall mean each of them JOIntly and severally Grantor agrees as follows: 1 CONVEYANCE. Grantor's right. 'Utle and acqUIred, located at Grantor hereby bargmns, _lis and conveys to Trustee In trust, wrth power of sale, all of Interest In the following described real property (-Property·), whother now owned or later 755 S 21st Street RENTON WA 98055 (Nl,.t.IBER) (STREET) (CITY) In KLng County, Washington and legally desorlbed _. Lots 12 And 13, Plat No 2. Of Renton Co-OpcraUvo Coal Company's Acre Traoh, Aceorchng To The Plat Recorded In Volumo 9 Of PlAts, Page 27, In K1n& County, WuhlOJ:tOn Property Tax 10 ",. -,7=2=22~00-0~~7"'C-O",7 _____________ _ togethar WIth all equipment and fIxtures, now or later attached to the Property; all ealllOments, tenemonts, hereditament. and APpurtenancao, now or later In eny way appertmmng to the Property. aD royaltIes, mInerai, all and gAS rights and prOfits denved from or In any way connected wtlh the Property; aJJ water and ditch rights. ho_ve, eVidenced, used 10 or appurtenant to tho Property; and all 1 __ ehold Interests, rents, payment., Issues and profItS derived from or In any way connected WIth the Property 2 ASSIGNMENT OF RENTS 2.1 ASSIGNMENT, Grantor further aUlgns to BenofiClary allot Grantor's Inte,." In all eXlstll'lg and futurO 108$es, licenses and other agreements for the use or occupancy of the Property ("Contracts"), IncludIng tho ImmedIate and contlnulI"Q nght to col .. ct. In etthor Grantor" or eenotlelary'a name, all ronts, receipts, Income and other payments due or to b&come due under the Contracta ("Paymenta"). As long as there Is no default under th,. DIMd of Trust. Grantor IS granted a hcense to cofteot the Payments, but such lIcense shall not oonstHute BenefiCIary<. consent to Grant,or's use of the Payments In any bankruptcy proa..dlng. 2.2 DISCLAIMER Nothing contained In thiS Deed of Tru.t shan be construed as obllgatu'19 BenoflClwy or any nJcelYet to take any actIon to enforce any proViSIon of the Contracts, I!"cpend any money, Incur any expense or perform any obligation undor the Contracts SenetlClary's duties are e)(pro_ly limIted to gIVing of proper credIt for all Payments teco,_d by II 3. SECURED OBLIGATIONS. ThIS Deed of Trust secures perlorrnanco of each agreoment made by Grantor contained m thIS Deed of Trust ancl the payment of the sum of one hundred twenty eIght thousand dollars and no conts Dollars ($ 1~8,OOO 00 )with IOtere.t theroon as e.,.denoed by a promissory nota(8) Slgnod on _ s.5"" -J q , cA M , , payable to Beneflelary or order and made by Grantor, and Includn all ron&lVala, modIfIcatIons and extensions thereof, together with any payments made pursuant to paragraph '03 hereof ("Secured Obllgatlons-). NothIng contaIned In thIS Deed of Trust shaD be construed as obligatIng BeneflQary to make any renewal, modifIcatIon, extenlilon or future advance 10 Granter Grantor h.,.by conaenta to the "I'ng for record by BenefiCIary of an extensIon of thill' o-ct of Trust tf pnor to the Motunty Date the _cured obligations remam outstand,ng 4 AFFIRMATIVE COVENANTS Grantor shall: 4.1 MAINTENANCE OF PROPERTY. Melntmn and preserve the Property In good condItIon and repmr, ordInary _ar and tear excopted; comptete any Improvement whIch may be constructed on the Property; and restore any Improvement WhIch may be damaged or destroyed; 4.2 COMPLIANCE WITH lJ>.WS. Comply WIth all law., ordlnancos, regulatIons, covenonts, condItIons and re.trlCtlons affecting the Property: 4.3 REAL ESTATE INTERESTS. Perform an oblIgatIons to be perlormed by Grantor unde, the Contracts, ,,4 PAYMENT OF DEBTS AND TAXES. Pay promptly all obhgatlons Neurad by the Property; all taxes, aaG8aaments and govemmental hana or charges l.\'MId ego.lnGt the Propert)'j and an clalma tor labof, materlals,8upphes or otherwIse which, If unpaid. might become a lien or oharge upon the Property: FORM ,,",0 gl2311 R07·2000 FOeg. , 4.5 INSURANCE. Insure contmuoualy. 'Mth financially &Quod and reputab .. lnaur .... acceptable to BeneflClary, all lmprovements on the Property agalnst all flab, casualtle. and losse. through atandard fir. and extended coverage Insurance or otherwise, Including, Without limitation, Inaurance against fire, theft, casualty, vandalism and any othor nsk BenefiCiary may reasonably request The Insurance pohcles shall be In an aggregate amount of not less than 'the full replacement cost of _II Improvements on the Property, ancIudll"G tho coat of darnoldlon and removal of debn&. and shaD name BenefiCiary as loss payee, .s Its ,nteres' may appear. Tne amounts co •• cted undor the In&uranco polle ... may be applied to tho Secured Obhgattons In any manner as Beneflclary d .... rmln ••• and BUch application ahaU not caus. dlscontmuance of any proceedll"G to foreclo$o upon thlB Deed of Trust. In the event of foreclosure. all of Grantor's nghts In the Insurance poliCies ahall pa-to purchaser Ilt the forecloaur. sale; 4.6 HAZARDOUS WASTE. Notify BeneflQery Wlthm twenty-four (24) houre of any release of a. rep on able quantity of any hazardous Of" r-oulatod substance, or of the receipt by Grantor of any notice, order or communlcat.on from any governmental authonty whu::h re~t" to the eXllttenC8 of or potentl.al for environmental pollution of any kind elOstlng on the Property, or reault. from tho use of the Propeny or any surrounding property; and 47 COSTS AND EXPENSES. Pay, relmbUfao and Indemnify BenefiCiary for aU of Beneflclary'e. reasonable oost .. and e>epensoa Incurred In connection with foreoloslI19 upon thiS o.od of TrUR, defending any action or proceodll'19 purporting to affect the "ghw. or dull" of BenefiCiary or Trust_ under thea Deed of Truet, or managing the Property and collecting the Payment., ancludll'l9, WIthout limitation, all attorneys' feea and value of the 8eN'Vlce. of ataft coun_I, legal expenses, collection coste, costa of trUe _arch, and trustee" and r.celver" fe •• to the m&XImum extent allowable by law 5 NEGATIVE COVENANTS Grantor shall not WIthout eenef,clary's poor wntton consent· 5.1 PAYMENTS. Aooept or coUect Payments more than one (1) month In advance of the duo date; 5.2 MODIFY CONTRACTS. TeJ1Tunate. modify or amend any provlIslon of the Contract., or 53 RESTRICTIONS ON CONVEYANCES. Transfer or convey any Intore .. In tho Property, except Intestacy by Will OT 8. EMINENT DOMAIN. In tho event any portion of the Property Is takan through eminent domeLIn, the amount of the award to which Grantor IS entitled shall be applied to the secured Obligation •• 7. RECONVEYANCE. Tru .. te. shall reconvey such portion of the Property to the peraon entitled th.reto upon written request of BonetlculrY, or upon Ultlsfacbon of the Secured Obl.gationS and wntten request for recon-yanoo made by Ben.flClary or any person Interested In the Property. 8 SUCCESSOR TRUSTEE. In the event of death, Incapacity, dlaability or r.aagnatlon of the Trustee, BenefiCiary may appoint a successor trustee and, upon the recording of such appoIMtment In the recorda of the county In which thiS Deed of Trust 10 recorded, the succaaaor trust .. shaa be vested wllh all powers of the Original Tl"V8teo. 9 EVENTS OF DEFAULT. The occurrence of any of the foUoWlRg e\O$",* shall, at BenefiCiarY. option, and at any time Without regard to any preVIOUS knowledge on BenefiCiary's part, constitute a default under the terms of thiS Deed of Trust, the Securod Oblrgatlona and an related loan document.: 91 NON_PAYMENT OF PRINCIPAL OR INTEREST Any payment of prinCipal or ,ntor.at on the seCUred Obhgatlons ,a not made when due: or 9.2 FAILURE TO PERFORM. Any talC, assessment, Insurance premium, ben, ancumbrance or other charge eeeLInst the Propeny, or any payment under a real estate contract covering the Property '8 not paid when duo; or any other term, covenant or agroement of Grantor contained 1ft thiS Deed of Trust or 10 any other dooument with a.nefICiary, or In which Grantor granta 0 Mcunty Inter.st In the Property, IS not promptly performed or satisfied. '0 REMEDIES UPON DEFAULT. If any defautt 0CCUT8 and 18 continUing, BenefiCiary may, at M option. 10.1 TERMINATE COMMITMENT. Termlnat. any outstanchng and unf'-llfdlad gommltment to Grantor; 10..2 ACCELERATE. Declare any or all of the Secured Obhgatlona, together WIth all aocrlMtd Interest, to be Immediately due and payable wrthout pfeMntm.nt, d.mand, prot"t or notice of any kind, all of whtch are e>epreaaly waived by Grantor; '0.3 PAYMENTS. Pay suCh sum. as may be nooeooary to pay any tax, aesee.mont, U'\surance premium. lien, encumbrance or other charge against the Property, or any payment under II. roeJ estate contract covenng the Prope:rty, WIthout prejudice to Beneflcfary'" right to accelerat. the Secured OblgatJona and forecfolllO upon thIS Deed of Trust Grantor shall reimburse Beneficiary, upon demand, for au .uoh amo ... nta paid by BenefiCIary, With Interost thereon from the date of such paymont at the highest rate that IS, from time to time, appbcablO on any of the Secured Obllgatlona, All unrelmbursed amounts shaD be added to and become a part of the Secured Obligations; 10.4 COLLECTION OF PAYMENTS. Terminate the license granted to Grantor to collect the Payment., take pO ..... lon of, manage and operate the Property under the terma of tho Contract.: and demand and coRllllct an Payments, Including ondorslng any check, drett or oth.r lnatrwn.nt given _ payment •• w..r by rt_1f or 'hrough an agent or JUdICiaily-app0lnted re08",.r The Payment. shall be applied 'Irat to payment of the costs of managing the Propeny and collecting the Payments, and th.n to the secured Obligations: 10 5 TRUSTEE'S SALE Direct tho Trust.e, upon wrltt.n request, to &ell the Property and' apply the sale proceeds In accordance With washll"l9ton's Deed of Trust Act (RCW 81.24.01 0, et seq.), Any peroon. except Trustee, may bid at the Truet ..... sale; and 10 e OTHER REMEDIES Purau. all other ava."ab~ legal and equrtebkt remed ... , Inglud"'9, without limitation, foredo_log upon thull Deed of Trust as a mol'tQaQe. Grantor expressly Waives any defense or right, 1M any action or proceeding In oonnectlon WIth the Secured Obhgatlons. that Beneflcuvy must first resort to any other eecurlty or peraon " WAIVER. No waiver by BaneflCiary of any d.Vlat.on by Grantor ftom fuJI p.rformance of thiS Deed of Trust or the Secured Obllgallona, a. the case may be. shall constitute a waiver of B.noftclary'a nght 10 requ.,. prompt payment or to assert any other right or remedy provided for .n this Deed of Trust or tho secured ObligatiOns on the basis of tho &ame or similar failure to pertorm. '2. SUCCESSORS AND ASSIGNS. Thla Deed of Truat In....,. to the bone'lt of and I. binding upon the reapectlve hel ... , dOVl_ea, legat._, admInistrate,., ._cuto .... aucoas.aors and .... on .. of the partlo8 hereto 13 Washington Wastungton APPUCABLE LAW Thla Deed of Trust h_ b_n delivered and aocopted by a.nef.clary In the Stat. of ThtS Deed of Truet shall be governed by and construed In accordance with the lewa of the Slate of FOFlMNO 0'23" FlOT·ZOOO ,- = = .,... 01'031635520 / / / ~/-------------------------------------------------------------._/ ACKNOWLEDGMENT BY INDIVIDUAL FOR RECORDING PURPOSES. DO NOT WRITE, SIGN OR STAMP WITHIN THE ONE INCH TOP, BOTTOM AND SIDE MARGINS OR AFFIX ANY ATTACHMENTS. STATE OF WASHINGTON County of k:',-It:( THIS SPACE FOA NOTARY STAMP 1 certify that I know or have satisfactory eVidence that Kathie M PrICe Zetterberg and ~rl T. Zetterbera ___________________________ Is/are the IndIVldual(s) who signed this Instrument In my prasance and acknowledged It to be (h.s/har/lha'r) free and voluntary act fOr the uses and purpo_s mentioned In thE- Instrument t-(OTARY ~Bl.1C 01'\ Tt-II!I STAT!! REQUEST FOR RECONVEYANCE To Tn;ateo' My apPointment expires The underslQned IS the holder of the nota or notes secured by thl. Deed of Trust. SaId note or notes, together WIth an other Indebtedness secured by thIS Deed of Trust, have been paid In fulL You are hereby directed to cancel saId not. or notes and thiS O&ed of Trust. which are delivered hereby. and to reconvey. Without warranty. aU the estate now held by you under thus. Deed 01 Trust to the person or parsona tegaJly entitled theroto. Dated- Send Reconveyance To. -------------------- FORM NO 012;'11 R07-2000 Page 3 • WHEN RECORDED ¥AIL ,TO. ___ ~ 'nor Collateral Tracktng Fidelity National Lender Solutions 5029 Dudley Blvd #E McClellan. CA 95652 '&.1 Of ot S3A, Account Number 35368200108535199 CAP Number 0407D2014230 Date Printed 03/17/04 Roconveyance Fee S 0 00 PERSONAL LINE OF CREDIT DEED OF TRUST THIS DEED OF TRUST IS made this 2: L-( KATHIE M pRICE ZETIEABEBG AND CARl T day of rV\ ~H I ~VD'i ZETIEBBEBG ,IB WIFE ANO HIISBAND whose address IS 755 5 21ST 51 BENTON WA Se055 PAl AP Inc whose address IS ...10B5o WhltR Bock ROAd StR 2Q1 Rancho Cordoya CA 95670 and Bank of America, NA. BenefiCiary. at Its above named address 2004042B000137.001 between Grantor. trustee: WHEREAS Grantor has entered mto an agreement With BenefiCiary under Which BenefiCiary agrees to lend to the Grantor from tlmo to time. subject to repayment and rebotTowlng. up to a total amount outstandrng at any pomt In time of 80 000 00 Dollars W IC Indebtedness IS greement and Disclosure statement Home EqUity Line 01 Credit Signed on •• ","-="':;~:f,.t;~'-k~;:;;:=i!:n::-=.,..,r.;-; .. ---(herem "Agreement .. ). The Agreement IS Incorporated herem by orth TO SECURE to Beneflclory the repayment of the Indebtedness eVidenced by the Agreement. together With all renewals. modifications. or extensions thereof. With Interest thereon. the payment of other sums. With Interest thereon. advanced to protect the security of thiS Deed of Trust, ond the performance of the covenants and agreements of Grantor herein contained. together With Interest thereon at such rate as may be agreed upon. Grantor does hereby Irrevocably grant. bargarn, sell and convey to the Trustee In Trust. With the power of sale. the follOWing deSCribed property In JK~I~N~GL __________________ _ County. State of Washmgton LOTS 12 AND 13. PLAT NO 2 OF RENTON CO-OPERATIVE COAL COMPANY'S ACRE TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 9 OF PLATS. PAGE 27. IN KING COUNTY. WASHINGTON Property Tax 10 /I ~_J.7"2"2Z2'i0IlOIlOIlQ7L5o,..~~~~~~~ which reol property IS not used prinCipally for agrICultural or farming purposes, together With all tenements. hereditaments. end appurtenances now or hereafter thereunto belongmg or In any wise appertaining. and tha rants. Issues and profits thereof. It baing the express Intent 01 Grantor and BenefiCiary that thiS Deed of Trust end tha estate held by Trustee hereunder shall continue In effect notwithstanding that from tlme-to-tlme no mdebtedness of Grantor to BenefiCiary under the Agreement may eXIst. and shell survive as secunty for all new or additional mdebtedness of Grantor to BenefiCiary under the Agreement from tlme-ta-tlma arising VARIABLE INTEREST RATE This agreement contams a Variable Interest Rate The Interest rate on Grantors Indebtedness under the Agreement may vary from tlme-to-tlme In accordance With such rate or Tates. as descnbed 'n the Agreemont To protect the security of thiS Deed of Trust Grantor covenants and agrees. 1. To keep the property '" good condition and repair. to permit no waste thereof; to complete any bUilding. structure. or Improvement bemg bUilt or about to be bUilt thereo~ to restore promptly any bUilding. structure or Improvement thereon which may be damaged or destroyed. and to comply With all laws. onhnances. regulations, covenants# conditions and restnctlons affectmg the property. I Reference No 013002 -0407020142ao Weshlnglon CLS3164-1 /0004/WA 03-02 47-05-3164NSB ~ ••• 1 of II 20040428000137.002 2. To pay befora delinquent all lawful taxes and assessments upon the property. to keep the property free and clear of all other charges, liens or encumbrances. Impairing the security of thiS Deed of Trust. 3 To keep all bUlldangs now or hereafter erected on the property desCried herein continuously Insured agolnst loss by fire. hazards Included wlthm the term "extended coverage" and such other hazards as BenefiCiary may require 10 an aggregate amount not less than the total debt secured by thiS Oeed of Trust and all other prior hens All poliCies shall be In such companies 8S the Beneflclsry may approve and have loss payable to the BenefiCiary 8$ Its mterest may appear and then to the Grantor The amount collected under any Insurance policy may be applied upon any Indebtedness hereby secured 10 such order as the BenefiCIary shall determIne. Such application by the BenefiCIary shall not cause discontinuance of any proceedings to foreclose thiS Deed of Trust In the event of foreclosure. all rights of the Grantor In Insurance poliCies then In force shall pass to the purchaser at the foreclosure sale 4 To defend any action or proceeding purportmg to affect the security hereof or the rights or powers of BenefiCiary to Trustee. and to pay all costs and expenses. including cost of trtle search and attorney's fees to the maximum extent allowable by law. In any such actIon or proceeding 5 To pay all costs. fees and expenses In connectron WIth thIS Deed of Trust.. including the expenses lOcurred In enforCing the obllgatrons secured hereby including, Without limItatIon Trustee's end BenefiCiary's attorney's fees actually ,"curred 6 Grantor shall not. Without BeneflcLary's prior written consent, grant or allow any further encumbrances or liens, voluntary or IOvoluntary, agamst the property 7 To promptly and fully perform all of the obligations of the mortgagor or grantor or contract purchaser under any eXlstmg mortgage or deed of trust or real estate contract on the property. and to save BenefiCiary harmless from the consequences of any failure to do so 8 Should Grantor fall to pay when due any taxes. assessments, ansurance premlums~ Includmg flood Insurance premiums. hens. encumbrances, or other charges against the pl'"operty heremabove deSCribed, or otherwise fall to keep and perform any of Grantor's covenants herem contained. the performance of which requires the expenditure of money, then. an any such event. the BenefiCiary, at Its election, may pay such sums as may be necessery to perlorm such obligations WIth respect to which the Grantor IS 10 default. Without prejudice to BenefiCIary's right to accelerate the maturity of thiS Deed of Trust and to foreclose the same, and any and all amounts so paId shall be repaId by the Grantor to the BenefiCIary upon demand, With Interest thereon at the highest rate then applicable to Grantor's mdebtedness under the Agreement or other loan document from the date of such payment, and all such payments With Interest as above prOVided, shall. from the date of payment. be added to Bnd become a part of the Indebtedness secured by thiS Deed of Trust IT IS MUTUALLY AGREED THAT. In the event any portion of the property IS taken or damaged In an emment domam proceedmg. the entire amount of the award or such portion thereof as may be necessary to fully satisfy the obhgatlons secured hereby. shall be paid to BenefiCiary to be applied to said obhgatlons 2 By accepting payment of any sum secured hereby after Its due date. BenefiCiary does not waive Its right to reqUire prompt payment when due of all other sums so securod 01'" to doclare dofault for falluro to so pay. 3. The Trustee shall reconvoy all or any part of the property covered by thiS Deed of Trust to the person entitled thereto on written request of the Grantor and the BenefiCiary. or upon satisfaction of the obligations secured and written request for reconveyance made by the BenefiCiary or the person entitled thereto. CLS3164-2 .. 20040428000137.003 4 Upon the occurrence of an event of default as defined below. unless otherwise prohibited by law, all sums secured hereby shall Immediately become due and payable at tho option of the Beneficiary. In such event and upon written request of Boneflclary. Trustee shall sell the trust property, In accordance With the Deed of Trust Act of the Stats of Washington. at public auction to the highest bidder Any person except Trustee may bId a the Trustee's sale. Trustee shall apply the proceeds of the sale as follows (1) to the oKpenses of sale. Includmg 8 reasonable Trustee's fee and attorney's fee, (2) to the obligations secured by thiS Deed of Trust. (3) the surplus. If any, less the clerk's flhng fee. shall be deposited together With a copy of the recorded nobce of sale With the clerk of the Supenor Court of the county 1M which the sale took place 5. Trustee shall deliver to the purchaser at the sale Its deed. Without warranty. which shall convey to the purchaser the Interest In the property which Grantor had or had the power to convey at the time of hiS execution of thiS Deed of Trust. and such as he may have acqUired thereafter Trustee's deed shall recite the facts showmg that the sale was conducted m compliance With all the requirements of law and of thiS Deed of Trust. which reCital shall be pnma faCie eVidence of such compliance and conclUSive eVidence thereof In favor of bona fide purchasers and encumbrances for value. 6 The power of sale conferred by thiS Deed of Trust and by the Deed of Trust Act of the State of Washmgton IS. not an exclUSive remedy; BenefiCiary may cause thiS Deed of Trust to be foreclosed as a mortgage 7 In the event of the death. incapacity or disability or resignation of Trustee. BenefiCiary may appoint In wntmg a successor trustee. and upon the recording of such appointment In the mortgage records of the county m which th,s Deed of Trust IS recorded. the successor trustee shall be vested With all powers of the orlgmal trustee. The trustee IS not obligated to notify any party hereto of pending sale under any other Deed of Trust or of any action or proceeding In which Grantor. Trustee or BenefiCiary shall be a party unless such action or proceedmg IS brought by the Trustee 8 Each of the followmg. at the option of lender. shall constitute an event of default ("Event of Default··) under thiS Deed of Trust. (a) Grantor commits fraud or makes e matanal misrepresentation at any time In connection With the credit line account This can Include. for example. a false statement about Grantor's ,"come. assets. liabilities .. or any other aspects of Grantor's fmanclal conditiOn,. (b) Grantor does not meet the repayment terms of the credit Ime account (c) Grantor's action or mactlon adversely affects the collateral for the credit line account or Lenders rights m the collateral ThiS can mclude. for example. failure to maintain reqUired Insurance. waste or destructive use of the dwelling. failure to pay taxes. death of all persons liable on the account transfer of title or sale of the dwelling. creation of a hen on the dwelling Without our permiSSion. foreclosure by the holder of another lien. or the use of funds or the dwelling for prohibited purposes 9 This Deed of Trust applies to. Inures to the benefit of. and IS binding not only on the parties hereto. but on their helfs. deVisees. legatees. administrators. executors. succeSSDrs and assigns The term BenefiCiary shall mean the holder and owner of the Agreement or other eVidence of mdebtedness secured hereby. whether or not named as BenefiCiary herein. 10. ThiS Deed of Trust has been delivered and accepted by BenefiCiary In the State of Washington ThiS Deed of Trust shall be govomed by and construed In accordance With the laws of the State of Washington CLS3' 64-3 " ••• 3 or II ACKNOWLEDGEMENT BY INDIVIDUAL FOR RECORDING PURPOSES, DO NOT WRITE, SIGN OR STAMP WITHIN THE ONE INCH TOP, BOTTOM AND SIDE MARGINS OR AFFIX ANY ATTACHMENTS STATE OF WASHINGTON Coun~ of __ ~K~I~N~G~ ____________________ ___ 20040428000137.004 THIS SPACE FOR NOTARY STAMP ss I certify that I know or have satisfactory eVidence that. CARl T ZETTEBBERG (8 and KATHIE M PRICE zETTERBEBG Is/@/the mdlVldual(s) who Signed thiS Instrument In my presence and acknowledged It to be (tlls/her;;tmtlr) free and voluntary act for the uses and purposes mentioned In the Instrument ~ Dated: ______ -->2>=-</L.:?Y1-1=--"""'--LI...,o::...'-I"""'--_ My apPointment expires __________ "'O.=. __ .J/L'7--< __ t-I __ ?J-I0L( REQUEST FOR RECONVEYANCE To Trustee- The underSigned IS the holder of the note or notes secured by thiS Deed of Trust Said note or notes. together With all other Indebtedness secured by thiS Deed of Trust have been paid In full You are hereby directed to cancel said note or notes and thiS Deed of Trust, which are delivered hereby. and to reconvey. Without warranty. all the estate now held by you under thiS Deed of trust to the person or persons legally entitled thereto Dated-____________________________ ___ Send Reconveyance To; CL$3164-4 ~ ...... , Ii ". , ACKNOWLEDGMENT IN A REPRESENTATIVE CAPACITY FOR RECORDING PURPOSES, DO NOT WRITE, SIGN OR STAMP WITHIN THE ONE INCH TOP, BOTTOM AND SIDE MARGINS OR AFFIX ANY ATTACHMENTS STATE OF WASHINGTON County 01 _---'K"Ie;N"'G'-__________ _ THIS SPACE FOR NOTARY STAMP ) ss 20040428000137.006 certify that I know or have satisfactory eVidence that ___________________ _ and _______________________________ Is/are the andlvldual(s) who signed thiS Instrument In my presence, on oath stated that (he/she/they) was/were authorized to execute the Instrument and acknowledged It as the of _____ "'..,,,,;;;-____ _ (TITLE) (ENTITY) to be the free and voluntary act of such party for the ,uses and purposes mentioned In the Instrument Dated ,/ 7o(N",O"T""t.R;;y;op;';URiBTUii'C"'FonRii""""'THiWE"S"T"A"T'CE'nOCF'W=AC<S",H"'IN"'G""T"O"N")--- : My appointment eXpires __________ ~~--- .I eLS3, 64-5 ~ ••• Ii of " ;91 , I I \ ·1 , i 1:1 '; ·1 , .! i I ! @) -'fo{Ig. I:..P. RERECORDEP TO CORRECT [.ECAL DESCRIPTION EASEMENT FOR UNDERGROUND ELECTRIC SYSTEM FA rn"-R Au!) t:I '1<.1 lof.lreR, ______ ._Y!.H:!.~IAM R~ PRICE AND IQ.TI:IIE_~. PRICE, At"UagaRg .~Aa wi fiB:t -------------,-:-("Granlor" herr-in). Rl'anls. conveys and warranls 10 rUGbi' ~OUND POWER Ie LIGHT COMPANY. R Washington cor- poratior, r"Cra,Jlee" h(!reinl. for the IlUrposeS hert!inafter set forth a perpetual easement undel'. ocro.'IS and over the fol. lowing ~c~ibf!d rcal properly IIhe "J'roperty" hereh) ___ KING _ County, Washington. . Lot 12, Pl~c No. ~ of Renton co-operative Coal Company's acre tracts a:.=cording to the Plat recorded in Volume S of ....! • 11'" "'., Plats, page 27, King County, Washington; EXCEPT that portio~ .' conveyed to the State of Washington for highway purpcses by __ 8' iHE orVI./ijHJN OF ' deed recorded January 25, 1974, under Auditor's File No. 1II'!~~&ELfI:'fII'IIL" 740125019.1. ~. :.: --1 ~ Located in the Southeaot Range ~ East, W.M. S wf,P. Quarter of Section 19, TOwnship 23 North, 82/07,'07 REel> F C>'ISHSL *0532 4.50 **.1tI4.50 11 g Except as may be otherwise set forth herein Grantee's rights shall be exercised upon thai portion of the Properly (the "Right· 0) of Way" heffl'in) described 8S tollows: Q A Rlght-of-Way 10 X 10 ,_reetiD.JNid.tb.~ _ n '881"HsY&h-wI.h-en-ee.llh ... ~eft!M-g.J .... 4_.ibeol~'-r._ A " P-M ..".. .~, • "-. 00 I~S The north 10 feet of the west 10 feet of the east ~feet of the above deecribed Property. 93/03/09 REel> F 10412 4.50 1% E~':CiS;:: T/~,.· :';:;'i" r .. '_ [n L. j 1:,'" ~ c;,. ::." " CA5H5L "" .. "' ...... 4.50 . 22 ~~ ~;.:: .. :;1 ... 1. ~ Grantee shall hBve the riBhl to construct. operate, maintain, repair, replace and enlarge nR underground electric IransmWtsiOll and/or distribution system upon anti under the Right-of-Way tose1her with all necessary or r.onvenJent ap- purlenanceatberefot, Which,may include but are not IimJted to the following: underground conduits. cable!. col.!..:nunication lines: vaults. manholes, switChes. and tnuwurmers; lind aemi-buried or ground mounted facilities. Following the inlUal con- struction of lis facilities. Gr~ntee may from time to time oonstroct such additional fac..!lIties as It may reqUite. . . I. AcceIL Grantee shall have the risht of access to the Right-of.Way over and across the Properly to enable Crantee to exer- ciae lis rlghti hereunder. provided. that Grantee shall compttnsale Grantor for any damage to thfl Properly caueed by the exer· ciae of said right of access. •• Obatruc:dons; Landacaplna. Crantee may from lime to time remove trees, buslo.as. or other obstruclioOJ within the Rlght- of-Way and may level and grade the Right-of-Way to the extent reasonably neceasary to carry out the purposes set forth in parasraph t hereof, provided, thai followill8 eny lruch work, Grantee shall. In the exlenl Nl8!onably practicable. restore the Right-of-Way to tt.d condition It was immediately prior III such work. Followins the Installation of Grant'1e's underground (adlitlea. Grantor may undertake any ordinary Improvements to the landscaping of the Right-of· Way, provided that no trees or olber plant •• hall be placed thereon which would be unrEl8sonably expensive or impractical for Grantee to remove and teatore. 4, Grantor's Use of RithI-of~Way. Grantor reserves the right to use the RiSht-of.Way for any purpose not Inconsistent with Ihe rights herein granted: provided: that Grantor shall not conRtruct or maintain any building or other structure on the Right- of.Way which would Interfere with the exercise of the rights hermn granted: !bat no digging. tunneling or olher form of con- struction activity shall be done on the Property which would disturb the compaction or unearth Grantee's facilities on the Right-of-Way, or endanger the hteralsupport to said fllcililies: dnd that no blaslingshlill he done within 15 feet of the Rlght.c.f- Wsy, I. indemnity. By accepttns and recording this easement, Granlp.e agrees to Indemnify and hold harmless Grantor [rom any and aU claims for injurios and/or damagel ,uffered by any person which may be caused by the Grantee'. exerd.e of tho rightl herein granled; provided. thai GrantP.e ahall not be rtlsponalble to Gtlmlor for any injuries andlor damagea to any person cau."d by acta or omiasiona of Grantor. I. Abandonment. The rights hC!l'f:dn granted shall conUnue unti.' luch time as Grantee cealles to use the Right-of-Way for a purlod of nvt" 15, ,ucellsslve yeaH, in which evenl this easemenlshallterminale Imd all rlshts hereunder shall revert 10 Gran· tor. provided thai no abandunment shall be deemed to have occurred by reason of Grantee's lailutf! 10 Initially inslall it. F"cllitleo. on the Right-oF.Wey within an~' period or time from the dale hareof. 'I, SUCC8UOMI and ANIJDa, The righlS nnd obligations of the PMtit~lIl1halJ inliTe \(1 the beneFit of and be bindiDl1..PPADltWrOF . rellpoclive Sllccessor. ana assigns. 0672368 R-1661 PilED Fon rU:CORD AT R!:uu!:5T .~ KJ/38 235/76 PUGET POWER REA!. E&TATS D!VI::-~ON PUGET PC'~N~;-~ Cl.D!3~ BELLEWL:. WAS,lIioiGTQN ;8009 ATTEN110N, WAYNE BRESSLER rt.ing Cwo 1~".C .... \ 4.fJuffid B - " , I' \ *.1 I 'I I :1 ", ~ DATED litis _-"--_ . to-S.L, P tt.AlR' /.?;J, ~ -X4th1a M. price ~::~~~j~r:.~;~~'~;:~:d UiMa'-Jlrn R. Nts KATHIE M. PRICE m in and who executed the within and foregoing instrument, and acknowledged that and voluntary acl and deed for the U188 and purposes thereJn mentioned. .mel.: •• a1 thl. ~ day.r ~t..I or .:: • t9 ~ , STATE OF WASHINGTON I SS COUNTY OF I \.J~H= R fdPMJl. Notary PubU In and for ltJ~Stale of \ypshlngton. r..rdln~ ., S \J" !:±O /VI IS: !± On Ihis day personally appeAred before me I I 1 } LL 114m ~ PR) C f.:::.- the Individual ..... described in and who executed the within and foregoirq IllItrumflnl. and acknowledaed thai ~l"'--,i!~~i!l'W 8S.u tS free and voluntary act and deed for the U8eI and purpoees therein mendoned. GIVEN u~~·,;.Y\I~,amr.Rr~iiclal •• al Ih"~ day or ~ I.< Qc " . tO~, ! ,2~kJ!_ t!.~ COUNTY OF On this day personally appeared before me Notary Public tn and for tho. State of Waahtnaton. reoldlng al ~lJOB!H>1/S ~ f,; ... ,\w.;,~\ ';,"111.~ 1M" to me known to be the Individual _ described in and who executed the within and ____ signed the same as free and voluntary act and deod for the US&I GIVEN under my hand and official seal this ____ day of Notary Public in and for the State of Wcshlnston. residing at .19 ___ . STATE OF WASHINGTON I SS CORPORATE ACKNOWLEDGMENT COUN'I'Y OF I On thll __ dey of . 19 __ • bfore me. the undersigned, personally appeared and ______ , to me known to ~ the _ and • • rel'lpectively, of ----:-~--:'---c-_:_----_:_ the corporation that executed the foregoing ilUltrument, und flcknowlod~od the said Instrument to be the tree .md voluntary act and deed of said corporation. for the US61 and purposes therein mentioned, end on oath slaled thai _____ . authorized to execute the said inalrument and (hal the Stud nftixfld il the cnrpClrate !!(lei of said corporation, WllnflSS m)' hantl and official seal herelo affixed the day aod year first above written, Notary Public in and for Ihe State of Wdshlngton. residing at _______ _ , , , D Fd N v 22-17 9-19 1) td :-0:'0 \'" ~-l 7 ~ '\0 P\l'?"?t n,"(;nri. T!'.:..ct1cn, 'L1g;} ~o 'Wil1~Al!Une ~~ & Pl W'ttr .:l.Il.i.nany :_1 . . ,he U(J8 . h a ;..nr :'J:flllf' fd ld j n ke s .. : 'r/,.'!\cta 11-12 and 13 :'L£pl·;.:tt·.'d tll;~~~ 15f1(.,wn c·n Pl,<;.t N~I~ 2: of' ~h!ntcn l'9.2PeJ'f1,tiVt; \'.'('r.:.1 "(;'Il'lpa.nlls ."ere-"i'r'AC!ta reOdcl 1n t~ •• tt of ~ CA or kcw exg .a.noi :,er.:.~;. ii t;~ fp eucre fl.nd Q.ftf'ne a11 I..:(;u.l .::lay 8t(;n~ 111 •. M ,.11 ",i ne r<ll. ·m,· mHl.'l·C p~odllc ,. exh ti 111'. in "d abv d.aOdpr~g,8 &nrl e,,~e-rf part t.hcf ~ .het.her heret· "cre I}r 'ne!"ftarte:-d1ao\1T.l"'" 11 t.h..: rt tc mine quarl'Y tUld proc. .. ure t·ha IU\ a t My tJ.!i.t~ hereAfter '1'0 h bnd tJ:~ h sd:v:. ~mD tgw iite apprtno6 1,.,nto the t#P hr. anQ;'sana tQrn zubJ to "he ft'!; ","'dn: 'J' tha a is e~ctd .'1nrt r!~lv!"J or. C1C cu1,dn t net1th<'r t '0 ap Or.'l' ;t.ny one det"iTlng 0.1 fr Cr chro her shl Ull vI' keep for 8&le any sp4r1t~ua mklt y!nou8 or otherintoxicat1ng liquors. or r'e.nn1t ..,..l"Y"'Y'~ t~l~ ea tr; Pi;' ~old (Jl' k"'I.,t -:or 8&le or te· 1:ftl!lP (.It';;e:::.-m.lt to',;! oekt::l-' 1-,n'y he:U;3tiof pros- tltut!~n Oft t:1~ re herein rtencd, or .1.n1 pat thor. andupcn &n.;' br""'uh of the candn the d Bhl beoome void c.hd all rts of the.p h ro or !U<sn.d in •. ,.,d t ad prame 8hl i.mmediat.ley 0.& .D and te:Muinll~e ,<"rl t.hupcn tp 91.1"r" andassns may i_d'ately re enter B4 doscdprems and thafter hold pOS •• B8 .nJ oy and d1sp08eof' t.he 8a 11.3 11' t h. d had no t bel'n lid "ed thap,.ee "c .. be s14 w itn cp 81 « 'TP ann A at Glerk end .,.n '" tp no aigM by ita op .1 Pugat .L un.r-Traotion. Light .•. Power COap&ll7 D.)" V1010r lJ' Vlcke.y " 'cB-l'res ~ And by A yah Jr. Todd Aut C::'II: au.t''''~ Co Co_nwealth ot Man on lTov 5-17 byVlctor n. 1""'~y VP of the PSfL.\PC thecp t ,ltotd ~he wi thIn ind.". '~BO apprtl . AlTah Jr. Tr.dd -'"elk of ad corp; ILnd t Ute , iI4" 'ltlitor n. V"clc8ry VP. and the ad Alvah R'. Tod4 ." ...... /'''Q.qd t ad 'lRet to be the free IUId....,l act arid '.ro_f ...... "I: tor the uses IUldpurpa th1nmant<!, &nd S& ~n oat.!!:' ~'til.\iIj4·t he .ra8 auth:2 to axo 8d lnet Bnd the 81 . att"iId',}iii~'lIe oj> pl fJf 8400rp bet Wilfred G.lfarnet Cole Up',: 't~':'. ,.OoIlllORwealtb 'ot Ill .. " n. Feb 1-23 f f'4:'J,.>F. ' ' . .. ;-------.. - SIll' cl"':t 22-17 9-29 u.'., JreTl:llr!!,' ~ .. ~ "1rIt.,,~~r& cp . UI' 'I.J. Bruggemanll "olich or ll-W 11 " .. 752 jl'1' " ... t'ye ',a qrtn Jll.tg tiX I!I!I J\lne lG-15 hy sp !1ere1n to t» on fd prty: Lo t \I in bUt 18 of Gapl tol &0"<>1« to the reoddplat thot HUl Addn t. 0 the CS ( n!·v N".;;) "011 II4lIlta h reedd it! th~ oftof the CA (.f )ce e ... in Vol 5111> ot mt,_ on p'lge 11iol tgw the dl;t thby seord ispd an~ 8 tatd in tull lIZ In if.. the" d. C:' he ood ~;h:.\ pres , ~;( be l1-j.Y,nd l)y it. proper c.'tor o.ndi ttl (11' .. I to be at.!d cp sl Weat i Wheeler nw By "'. w. W ... t AR It B Pre .. ke .. on Nr·v l~l? b:" ~: .11. .. .. st preac;/' thee;J t excf.!1 the '1l~ tL1n !nat( aJ) l'orm) r'Hi P ....... ~cha.erfe.r Jr~ llf:J i\:r tJw reB at 8 ". J'J 1,., 8-18 (lOO4~18 ) (td rrr Co s1' ;,~c) ce:? WARRANTY DEED ~~l I I l~ the jr1atter of State Route 515 ( ............ SH No....... .." ... .) Renton Vicini ty: Carr Road to Grady Way .K..VOW ALL ll.iEN BY THESE PRESENTS, That the Grantor T\::o'1I100 Taffolo, a 310gb man .t date of .cq .. ::'dng title June 6, 1972 faT and ii1 consideration of t~e sum. of TEN AND NO/100 ($10.00)------_________ ·. _____ .DoUurs, and othtr vahlabh cons1deutior. hereby convey nn.-.: warrant to the STATE or WAStilNGT<)f<l. the !oUoU'inp described real estale situ- ated in King County. in the Stote 01 Washington, b the ~afl1C extent and purpose as if the rights herein granted hetd beer. flcquired under E,r..inent Doma~" ~tflttLl~ of the State oj Washington: All that portico of the followin~ described Parcel "A" lying Easterly of It tir.e~ Beginning at a point OPPO.1ite Highway tngint::er'. Station (hereiuait£!r aferred to as H.E.S.) 381+00 and!! distance of 15 feet Westerly, when m.easured at right angles ar..~/ur radially to the centerline of Sa 515 Renton Vicinity: Carr Road to Crady Way; thence Northerly in D straight line to a point oppo8it~ H.E.S. 0+65 !nd ! di~t.nee of 40 feet Northerly. when meatlut'ed at right anglea. to tbe TIl2 Line Survey of said highway; thence Northeaaterly in a straight line to a pOint oppooite R.E.S. 390+40 &nd a discance of 50 feet Westerly, wben mea.ured at right .081ea, to th~ centerline of s~id highwhY nnd the end of this line description. ALSO, all that portion of Parcel "A" lying within. ctrip of land having a width of 80 feet being 40 ~'!et on each Bide of the T&2 Line Sur"ey of said highway. PARCEL "A" Lots 12 and 13, Plat No.2 of Renton Co-Operative Coal Company's Acre tracts. according 1:0 plat recorded in Volume 9 of Plats. page 21, in King County. Washington; TOGETHER with easement for ~ater line over and acroas the South 4 feet of Lot 18, Plat No, Z of Renton Co-Operative Coftl Company's Acre Tracts. according to plct recorded in Volume 9 oi Plats. pag~ 21, in King County. Washington, •• By initialing the appropriate space below, the undl'rsigned agree(,;): (l) To surrendr.r pOS82s~ion of the premises conveyec on 3/21/14 , which dlltl' is baaed l'n paytotmt for the purchase having been toade ava,ilable I'll !eut 90 days prior thereto. 3/7. ~;z::::...' (Initial) (2) To surrender posseSSion oC the premises conveyed (In , thereby waiving a portion of the -)0 days from date of Dayment fo)r ftly«(\ur) own convenience. (Initial) The landfl herein conveyeJ contain an area of 26,360 square. feet, more or less, the sp~cif1c cetdls c:onc:p.rning itll of which cre to be found within ~hat certain map ot definite location now of record and on £ile i.n the office of th~ Dhectol of Highway' at Olympia, and bearing date of approval November 5. 1971. and the centet"1ine of which is also shown of record in Volume .5 of Highway Plats, page 94, records of said county. It is !:nderstood and fll;recd that tbe State of Waahingt:ln will reconstruct the cxistin~ road approach on the Wes'; side of sdd hLghway at or near Hign.uay Engineer's Station 3~8+1O. which apprnach shall be maintnined between the rif,::t of way line and th,. shoulder line of said highway by the grantor"" their hell'S. su\:ceasors and 8ssigns, The grantors hc["ein further ~r.nt to the St8t~ of WAshlngton. or it'i "'gentS, the l'1.ght to enter upon the gra.ltor's remaining lands where necessary to construct ~laid apprOBcl'l. ,') It is understood and agreed that the delit1ery of this deed i! hereby tendered and that the terms and obligations hc,::-e."j' o;-;i.lll fiot become binding upon the State of Washington unless and until ccct:}Jted (md apiJrotled heT~OTi in writin9' for the State of Wo';:hington. Departme'l'tt of HigJncalls, by ih' Director' or his duty authorized -representative, t" Dated this ...... _ 211,1;'. ........... day oj", ... ,NQ.v.J:~11i1,' .... l2.7..l., (Inc!.lvidu81 81:know1edgment 'Ilrm) STA'rE OF WASHINCiTON. 1 COUlity 0/.... . ....... ~~.Ps .. . )'" I; the undersigned, a notary publiC in and for the S~ate of :Washington, he!,eby certify that on this 21s 1:. . ..... day ot. t~oY~m!?e.I;' 19.73 : ... personaHy appeared before me ....... Ii 2;isJlQ ._.'tQ.f.fpJ_Q . tn me known to be .the individuaL.._ described in and who e.recttted the foregoing instrument, and ...free and, t1ohintan) act anG deed. .. arl:~~wj~J.tI!d:.,tht1:t. ...... : ......... : ... signed and sealed the same as .. . ,,>-,c'::'·· . f '. :: ~.~;;~~.~,.:~;~~ purposes therein mentioned, . . ~~.'·~·\:lJ1V6i firi.J~r\my hand .and offiCial seal the dl;1Y :3,· . _~ .... : ~ . ';·~f=t~;;·~:~~}· Redding tlf .. (Corporation a:cknowledcment form) STATE OF ~ASHINCiTON. County 0/. .... Onth~ .. . .... day of. .. ' . ...... b~fore me peTEoTUllly appeared ............ and to me k,~oum to be tht!" ... .. 0"'1... .... of the corporatkm that executed the foregoing instrument. and acknowledged said instrument to be the fref. and t:ol~f1Jary act and dee.d of said corporation, jOr the w;es and purposes therein mentioned, and on oath stated that.......... . ..... authorized to ex(>cute said instrument and tllat the sl'll atfi.:rcd is the corporate seal 01 said corporation, Given .under my ftand and otJicial seal the day _and year last above written, . .......... ., ...... _ ... .. ",·ouu'~ Public In lind lor 'h~ S'lIt,. 01 Wa;.·hingtDn. ::l: ~ ~ 0 ~. ~ ;3 8 • ~ " ;: z ~ Z -= Ul r; ~ r; '"" 0 r&l ~ ... ~, • ..Ii "I RfCOROED Reridtftg at ..................... . I' 1 " • .,; ,. " >. .u! ""'i .. c! • ~ _i .. U " _i >~ 0 J: u c. '" 0, .. .ui o. ~: 0 ~i " '-' CII., i ~ ,!'I; .. .... : >1"\; ~t ~ E '" l!i • r;; • • PT SE Xi ~ I-; ~.\c IU "§~ "'~ ~~ ~~ :t;~ sO: ~ ~~ ~..: .Q~ ~.., O)~ ~a ~~ ~ .' ,,00 ,-." " lSi ~8 1(.... ......,<1.: -;-J 0.' Q , N2CX:n"€ ...: ~~ D___ "rJ -y--..___ £ • .0'"·77--·---- "--.: fIi-~:"f.I g C _ "I ~ 1'~~Z:''1~CJ1 u.&" lit IJ,ID.I SE /4 SEC /9 TWP 23 N R 5£, WM UI-It! ---==--, i1~ .sCA<.~ .. ,.", so' 8ASJ$ OF 8~A"'~N~S' S. LIN€ c.c s.c. ()$ ''''_2~·5 @N8!rSf>"'s.'·"'" I? .4COO.00 L ~ 27.3.oi , E. Lit?" 5': .. ~ ~ 'l- . .B.~_I?·.?3·s LEGAL DESCRIPTION Lors /2 ~ 4. PLAT NO. Z O,-r A>~Nn:MI CO-OPE"" .... TIVE COo'lL CO"'PA.NY~ ACRe' T"""CT5. ACCORDIN6 TO '-1'11[ PLAT A'~C OJ'rD£O hll VO/..~""E' OFPt.ATS, _at; 27. IN KIN6 COUNTY, W.-'!.SHIN6TOII/; TOG~TH~I'I WITI'! e ... SEMtfNT Fe'" WAre", LINE OVEI'fAND ,",CROSS n.£ So(.>rH4 F~eT OF lOT 18. ",,,,,rNO. Z OF RENTON CO-OPEI'rA rIve <"CV!L Co.;>fP-"IAlY:S ACNe TI't<rs. ACCO"fon~ TO THE "'LA T RECOROEO IN VOLUME P o.F PLATS. p""GE 27. 1)./1'<11111$ CClUNTY, IV""ISI'IINt; TON. £.¥CEPT THAT POlfT"lON cr>NVeY6D TO TI1E STATe OF 1t/"'~/Nifn:>J FOJ"t 1'111$'"1""'''''1'' Pr.lRPQSE5 -SY ae~ HECt:JRO£O <.J.4N(VfR'Y itS, i~74 UNOER AUDiTo.-rS FI'£.NO. 740IZSOiS>3. .--- c:t.. sR SIS .- .-CAR1f !to. r-;:6RAO';"-WAY ~ I·2(.,50~ ~~ . ... -~.~-------+ Fd.lh· .':'::<fl'=' /';f'e N 2-07'54H€ '40 T S 2'"04' 10· W ~ ,,6."7!." ,-"-·~ ____ -"2~ 2Z2.09 .Y t ;'/to'I~'t3 '" g se Cr>,·. S~c-/9·Z3·5 40 ~ !(l ~ .~!> ~I, ~ __ .-, '''' .. ~ , ' ~ ~ '., ~~ -.. 0; ~ " '" I ., ,. . =:' 'I~ '. .~ .: ~'..:. ~ ... 0'" ~ ~ ~ ~.~ ~ '- 5U1NEVORS CERTIFICATE =! '" , .:i ~J -::' • ~ ,~ ~ 0;00."" .s.F 1.39 .... C. .~ ~ '.I, '/, (; -.?>-o· 0"""'" ..( Ci-<.? , Q ,,' -<~ .' 1\11 .... ,~ ~I~ '~:~ :~!~ ~. ~ '" "' n-t15 MAP"COtl'flfECT'-Y ,,~~_~ A .$URV€Y ':ONQUC TED IS'" iVll.4~.lf'OrH ""NO A~OCI"'T£5 (.INQEIIf MY ~4#t .. ,SIO#v IN C&V~0I'P"""'NC4 WITH r>t4 "'E~4· M~NT.s OF T~€ ~""V~'" .... ECaRDIAHI 'ACT AT T#£" NE()v~STOFSOt..ll.,104!'~. INC.. iN JANUtIIItY 197fI. 1i-1Is...a ~40 nLl v'" .. '" ,..C- !Hsw.!· ~,.. LJ f<, At. J' ".,,' 0<1 . (jY:" Il <17:::> _.:..... LO' r-.?2". 83 ..... . .. ' .-~ .-. !J'!1£):Z'9 iC~ !v) C) ~ 0; "'EN", N. ~;. P".L..S. ':E~/"IG4T~ AI6 ·r,.,.. ~." '",~, ~+ p.<';..' -~~ ~~-..;::., ... ~ ~lll •. WILLIAMS. ROTH A-ASSOCIATES ~~:'rJI ... a' ....... u"v."o" ........... . ~~uid-al .' ....... D ..... "' .... ,.0 ••• ,. •• .,. •• , -, : '.: : .~.' ~O~ N 1i.3Z·S~-· ",,, .. _---' "" <i' ',g '~ • &rl !HI-/f_.,.. t G.f> , '~? , c 5.1" 2~2 Wh." Stla.foe. -~ <I' """~~ .... UIO@ b'4~iVT ----'~.--- ~/VE~,.... SURVEY OF LOTS /2 f 13, PLAT NO. 2 'JF RENTON CO·OPERATIVE COAL CO$ ACRE TRACTS; LESS STATE HIGHWAY. 1 Fd. c...~c.d Moo S. Cor 1'-29-5 ~ __ "',Comm-"'" 7_902099007 I ~ I,"'<;(l' f;~ lot fKO<d ,~;'~d",.,1 F'I Il'll I -I -".~. ;" ._ • ....LA......f [a ... r ... -.L!lZ--..... ..." w., "" ... "'" "'~ .... 01 1-;?4·79 205 ~fG~ __ ~ Mon~g., Sup" 01 '0""'# 7820 DEVELOPMENT CITY OF AEtr~%NING MAR 152005 RECEIVED AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN City of Renton Development Services Division 1055 South Grady Way, Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 STATE OF WASHINGTON COUNTY OF KING 05 032 __ M--=-l..:-.~=-..:-.:=e.._~!...--.::~_R.-;-v.:...:-e=--V"_b:..=--"....:..rr...:.n-=--_________ , being first duly sworn on oath, deposes and says: 1. On the-.!~ : day of . Ft.-h/vllll'V _,2000-,I installed / public information sign(s) and plastic flyer box on the property located at J 57 d..s-1,V:U;,;w.r f\ ilL S'-for the following project: 2e-m:Jl.:?JERCr "sH()f'-T fLitT Project name Owner Name 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 sign(s) was/were constructed and installed in locations in conformance with the requirements Chapt r 7 Ti 4 of Renton M icipal Code. SUBSCRIBED AND SWORN to before me this j&c£ day of Ft{B./LURa .. y ,20 0 )-. Printed: 03-15-2005 Payment Made: ~ITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA05-032 03/15/200504:12 PM Receipt Number: Total Payment: 1,009.99 Payee: DreamCraft Current Payment Made to the Following Items: Trans Account Code Description 5008 000.345.81.00.0004 Binding Site/Short Plat 5955 000.05.519.90.42.1 Postage Payments made for this receipt . Trans .. ' Method Description Payment < 'Check 033449 Account Balances Trans Account Code 3021 303.000.00.345.85 5006 000.345.81.00.0002 5007 000.345.81.00.0003 5008 000.345.81.00.0004 5009 000.345.81.00.0006 5010 000.345.81.00.0007 5011 000.345.81.00.0008 5012 000.345.81.00.0009 5013 000.345.81.00.0010 5014 000.345.81.00.0011 5015 000.345.81.00.0012 5016 000.345.81.00.0013 Description Park Mitigation Fee Annexation Fees Appeals/Waivers Binding Site/Short Plat Conditional Use Fees Environmental Review Prelim/Tentative Plat Final Plat PUD Grading & Filling Fees Lot Line Adjustment Mobile Home Parks 5017 000.345.81.00.0014 Rezone 5018 000.345.81.00.0015 Routine Vegetation Mgmt 5019 000.345.81.00.0016 Shoreline Subst Dev 5020 000.345.81.00.0017 Site Plan Approval 5021 000.345.81.00.0018 Temp Use or Fence Review 5022 000.345.81.00.0019 Variance Fees 5024 000.345.81.00.0024 Conditional Approval Fee 5036 000.345.81.00.0005 Comprehensive Plan Amend 5909 000.341.60.00.0024 Booklets/EIS/Copies 5941 000.341.50.00.0000 Maps (Taxable) 5954 604.237.00.00.0000 Special Deposits 5955 000.05.519.90.42.1 Postage 5998 000.231.70.00.0000 Tax Remaining Balance Due: $0.00 Amount· .1,009".99 Amount 1,000.,00 '9<.99 • oj;' Balance Due .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 OEVELOPME CITY OF ~~'-t,~NING MAR 15 2005 RECEIVED 05 032 R0501342 :'1' I :1 "I I 1 ], , , I I , , , I I' I ] I I 'I , , I I- I ( -Si t,ep_El,~~loi:>nie0L,A....?,s.?cioteL,~LQ ,', 10116 Main'Street. SuiiC'J06; Botlloll', Washington 98011 . , . -. .,. '. '.' '. ~. , . Preliminary Drainage Report 'Zetterberg Short Plat Reriton, Washington " , , .' ',Prepared for: Dreamcraft Homes' 'Prepared by:' . , ' . Site DevelopmentAssociab:!s, LLC,' " , 10116 Main Street, Suite 106 Bothell; WA 98011' ' 'February 14, 2005 ! J' .' . " • r •• , : ',,: , , , '., , "'. ,/ .' :" , , " ( , . ',' .. , . , ' " , ,. :' I I I I I I I I I I I I I I I I I I I I _Site Devel0!2r1l_E'l_~ AS~_<2.s:iates, LLC 10116 Main Slle'el, Suite 106: Bothell. Wmhinr;Jloll 98011 Preliminary Drainage Report Zetterberg Short Plat Renton, Washington Prepared for: Dreamcraft Homes Prepared by: Site Development Associates, LLC 10116 Main Street, Suite 106 Bothell, WA 98011 February 14, 2005 I I I I I I I I I I I I I I I I I I I Table of Contents Page Introduction .............................................................. 1 Existing Conditions ................................................ 1 Soils ............................................................... 1 Existing Onsite Drainage Basin ................... 1 Developed Conditions ............................................ 7 Proposed Drainage Plan ................................ 7 Detention Calculations ................................... 7 Water Quality Calculations ............................ 7 Downstream Analysis ..................................... 8 References .............................................................. 8 Appendix A -Detention and water quality Appendix B -Off-site Analysis List of Figures Page Figure 1. Vicinity Map .................................................................. 2 Figure 2. Existing Site .................................................................. 3 Figure 3. Proposed Site ............................................................... 4 Figure 4. Soil Survey Map for Project Site ................................. 5 Figure 5. Index to Mapping Units ................................................ 6 I I I I I I I I I I I I I I I I I I I INTRODUCTION The proposed Zetterberg Short Plat lies within the City of Renton in a portion of the SE 1/4, SE 1/4 SEC. 19, TWP. 23N, RGE. 5E, W.M., in King County, Washington. The site is bordered by South 21 51 Street to the north, State Route 515 to the east, and private properties to the east and south. Figure 1 shows the vicinity map with the project location. The site is approximately 1.39 acres in size and has approximately 275 lineal feet of frontage on South 2151. The site slopes from the south property line northward gradually to a ditch on the south side of 215. There is an existing one story single family residence and two large sheds on the property. Figure 2 shows the existing site topographic and boundary survey. The proposed short plat will subdivide the site into 9 single-family housing lots with a detention tract. Located within the detention tract will be a combined water quality and detention pond. Access for the proposed subdivision will be via a short public road off of South 21 51 Street. The proposed lot layout and access roads are shown on Figure 3. In addition to the roadways, the proposed project will include all utilities and other improvements necessary to accommodate the new lots. This preliminary report addresses the storm drainage issues associated with the subdivision of the property, and construction of the new homes. The design standards addressed for this report are contained in Renton Municipal Code Section 4-6-30. Section 4-6-30 specifies that the drainage design analysis shall conform to the standards set forth in the King County Surface Water Design Manual. EXISTING CONDITIONS Soils The soils on the project site are classified as Beausite gravelly sandy loam (BeC) according to the Soil Survey of King County Area, Washington (Soil Conservation Service [SCS], 1973). Figures 4 and 5 contain the portion of the SCS map in the vicinity of the project site and the index to soil units. Beausite soils are made up of well- drained soils that are underlain by sandstone at a depth of 20 to 40 inches. Existing On-site Drainage The existing site contains a single-family residence and other miscellaneous structures. Roof runoff for the residence is collected by gutters and downspouts and is discharged around the perimeter of the building. The existing surface runoff travels by way of overland flow northwards towards the ditch south of 21 sl . Property located to the west of the site, from Smithers Avenue eastward, drains to this ditch as well. The storm water from the ditch is collected in a catch basin located on the northerly property line and drains to the storm drainage system located within SR 515. - 1 - I I I I I I I I I I I I I I I I I I I ale ~38..QQlff.4 ;0'8010. Site Development Associates. LLC 10116 MoIn Sfreol, Suite 106; Bathol. WClSHngton 98011 -----~ .. ---..... -~.--- ZETTERBERG SHORT PLAT r----------------------4 Vicinity Map I I I I I I seale I ! U.1gn ;n l Drawn I l• &:\'. 11. 200!! 190-001-114 ! proJ.ct 1(0. feet SiieDeveiopment ASSOCiates. LLC 101 I' Mc:*I Street, SuIte 106: 8ofhDI. WczsNogton 98011 omce: 4ZS . ..u:6533 Fox: :;2s'.486:65~3 ~:~r:;;;;:~;'- ZETTERBERG SHORT PLAT Existing Site Layout 1'"!!f!' 80a8 I I I I I I I I I I I I j II It I I I ! I ----- t. fl"; , <"",'.',-. ':: "': /~~+!' 20 ........... --------- / c./ ./ @ " ·1 lilll~~oo~~~~I.~.e8~6o~f~.~O ______ -r __ ~~~I~~~\ __ ~ I .~ ZETTERBERG i ff:: ~!iPment ~oc~~. lie 1--___ S_H_O_R_T_P_L_A_T __ -----11'C!J':: I j f I · &:t. 11. 1005 101 16 ManStnMtt.SVIIe 106: aolhel. Waslington 9S011 Proposed l 11111.00'004 ""'"'''' .... ..." ""' ....... "" ---Site Layout ~ pio,"'1 Woo I I I I ~ Solla Survey I I I 115 I I • 1 I I I I GUIDE TO MAPPING UNITS For a full description of a mapping unit, read both the description of the mapping unit and that of the soil series to which the mapping unit belongs. See table 6, page 70, for descriptions of , woodland groups. Other information is give~ in tables as follows: Acreage and extent, table I, page 9, Engineering uses of the soils. tables 2 and 3, pages 36 through 55. Town and country planning, table 4. page 57. Recreational uses, table 5, page 64. Estimated yields, table 7, page 79. Capability unit Woodland group Map syntJol Mapping unit Described on page Symbol Page SyOOol 'd2 3dl 3dl 2dl 3d2 3d2 3f3 'd2 3dl 'dl 3.2 3.1 4., AgB AgC AgO AkF AmB AmC 1m BeC B,D .,F Bh Br BU Cb Ea Ed EvB EvC EvD ,,"C InA InC InD KpB KpC KpO K,C Ma N,C Ng Nl< No Or 0, OvC OVO OvF Pc PI< Pu Py Rae RaD RdC RdE Alderwood gravelly sandy loam, 0 to 6 percent slopes---------- Alderwood gravelly sandy loam, 6 to 15 percent slopes--------- Alderwood gravelly sandy loam, 15 to 30 percent slopes-------- Alden/cod and lCitsap soils, very steep------------------------ Axents, Alderwood material, 0 to 6 percent slopes 1/---------- Arents, Alderwood material, 6 to 15 percent slopes-l/--------- Arents, Everett material l/-------------~----------~---------Beausite gravelly sandy loam, 6 to 15 percent slopes---------- Beausite gravelly sandy loam, 15 to 30 percent slopes--------- Beausite gravelly sandy loam, 40 to 75 percent slopes--------- Bell ingh am s i I t loam------------------------------------------ Briscot silt loam-------·------------------------------------- Buckley silt loam--------------------------------------------- Coastal be ache 5 --- ---- - -------- - ---- - - - ---- - ------- ---- ------- Earlmont silt loam--------------------------------------------Edgewick fine sandy loam---__________________________________ _ Everett gravelly sandy loam, 0 to 5 percent slopes------------ Everett gravelly sandy loam, 5 to 15 percent slopes----------- Everett gravelly sandy loam, 15 to 30 percent slopes---------- 'Everett-Alderwood gravelly sandy loarns, 6 to 15 percent slopes------------------------------------------------------ Indianola loamy fine sand, 0 to 4 percent slopes-------------- Indianola loamy fine sand, 4 to IS percent slopes------------- Indianola loamy fine sand, 15 to 30 percent slopes------------ Kitsap silt loam, 2 to 8 percent slopes----------------------- Kitsap silt loam, 8 to 15 percent slopes---------------------- Kitsap silt loam, 15 to 30 percent slopes--------------------- Klaus gravelly loamy sand, 6 to 15 percent slopes------------- ·Mixed alluvial land------------------------------------------- Neilton very gravelly loamy sand, 2 to IS percent slopes------ Newberg silt loam--------------------------------------------- NooKsack silt loam---------------------------------~--------- Norma sandy loam---------~----------------------------------- Orcas peat---------------------------------------------------- Oridia silt loarn---------------------------------------------- Ovall gravelly loam, 0 to 15 percent slopes~----------------- Ovall gravelly loam, 15 to 25 percent slopes------------------ Oval I gravelly loarn, 40 to 75 percent slopes------------------ Pilchuck loamy fine sand-----:--------------------------------- Pilchuclc. fine sandy loam-------------------------------------- Puget silty clay loam----------------------------------------- Puyallup fine sandy loam--------------------------------------Ragnar fine sandy lown, 6 to 15 percent slopes----___________ _ Ragnar fine sandy loam, 15 to 25 percent slopes-----------·--- Ragnar-Indianola association. Sloping: 1/---------------------- Ragnar soil-----------------------~--------------------- Indianola soil------------------------------------------- Ragnar-Indianola association, moderately steep: lj------------ Ragnar soi1---------------------------------------------- Indianola soil------------------------------------------- 10 B 10 10 10 10 11 11 12 12 12 13 13 14 14 15 15 16 16 16 . 17 16 17 17 lB lB lB lB 19 19 20 20 21 21 22 23 23 23 23 24 24 2S 26 26 26 IVe-2 76 IVe-2 76 Vle-2 78 VIIe-l 78 IVe-2 76 IVe-2 76 IVs-l 77 IVe-2 76 Vle-2 78 VIIe-l 78 Ulw-2 76 Uw-2 75 IIlw-2 76 VII Iw-l 78 Uw-2 75 IIIw-1 75 IVs-l 77 VIs-l 78 Vle-l 77 VIs-l 78 IVs-2 77 IVs-2 77 VIe-l 76 IIle-l 75 IVe-l 76 Vle-2 78 VIs-I 78 VIw-2 78 VIs-l 78 IIw-l 74 I1w-l 74 I1Iw-3 76 VII Iw-l 78 Ilw-2 75 IVe-2 76 VIe-2 78 VIIe-l 78 VIw-l 78 JVw-1 76 IIlw-2 76 I1w-l 74 IVe-3 77 Vle-2 78 IVe-3 77 IVs-2 77 ,.2 201 3f3 3f3 3f2 'f3 4,3 4,3 4,2 2d2 ld2 2dl Sf! 201 3f' 201 201 3w2 :!WI 3dl ,dl 3dl 2,1 2,1 3w2 201 4,1 4,1 4,1 453 4,1 4,2 • oil WPH I ii GIIOOII t; I~. .3 NO. Site Development AssoCiOtes;-ILC 1011'Mc:i'lShet.SUtel~~WI2lt*!gton ftIO!L_ ._ ZETTERBERG ~-----S-H-O-R-T--P-L-A-T----~io. Index to Map Units I I I I I I I I I I I I I I I I I I I DEVELOPED CONDITIONS Proposed Drainage Plan The proposed subdivision will redevelop the majority of the property. The proposed on- site drainage improvements will include curb and gutter, catch basins and a pipe network for collection of surface runoff from landscape, driveways, roads and sidewalks. Runoff from the developed site area will be routed through a detention pond designed in accordance with the 1990 King County Surface Water Design Manual. This will be combined detention and water quality pond. Detention Calculations Runoff from the balance of the developed site area, 1.39 acres will be mitigated by constructing a detention pond designed to match the developed 2-year peak runoff rate to the 2-year predeveloped peak runoff rate, the developed 1 O-year to the predeveloped 10-year, and the developed 1 DO-year to the predeveloped 1 DO-year as specified in the King County Manual. A 30 percent factor of safety will be added to the detention volume calculated. Table 1. is the 24-hour precipitation totals from the 2,10, and 100- year storm isopluvials contained in the King County Manual. T bl 1 24 h . 't f f d . a e -our precipi a Ion vo umes or eSI t gn s orms. Storm 2-year 10-year 100-year 6-month (33% of 2-yr) Precipitation 2.0 3.0 4.0 0.66 Jinches) Please see Appendix A for the predeveloped and developed SBUH runoff calculations, the pond dimensions and stage-storage relationship, the control structure design and stage-discharge relationship, and the level pool routing table for the proposed detention vault. The calculations were performed using Waterworks hydraulic analysis software. Water Quality Calculations In addition to the detention volume, water quality "dead storage" volume will be provided in the pond. The dead storage volume will be equal to the SBUH runoff volume of the six-month storm. The King County manual specifies that the six-month storm is equivalent to 1/3 of the 2-year precipitation total. The water quality calculations are contained in Appendix A. - 7 - 'I I I I I I I I I I I I I I I I I I I Downstream Analysis The site currently drains to a swale located to the south side of South 21 st Street. This drainage is collected by a catch located approximately 120 feet west of the intersection of S, 21 st and SR 515, The 12" diameter pipe from this catch basin heads northeasterly where it joins the 12" storm drainage system for SR 515, This drainage systems heads northward down the hill. The ditch along S, 21 st is well maintained, and the catch basin is working properly, Because of the steep downward grade of SR 515 head north, we didn't notice any drainage issues, and don't expect there to be any capacity problems, See the attached off-site analysis drainage system map, and associated site photographs for a more information on the drainage system downstream of the proposed project. This information is presented in Appendix B of this report. REFERENCES City of Renton • Municipal Code, current through Ordinance 5020, passed September 29, 2003 King County • Surface Water Design Manual, 1998 Soil Conservation Service • Soil Survey King County Area Washington, 1973 - 8 - I I AE2.l1.endix A -Calculations I • Detention I • Water Quality I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I King County Department of Development and Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET 't,,/ .• \".J'I·,i:),:,...·;;y'~,r ·"V;lA'r~r.(l~y""' .... ':t¥'a >;.l . fp~ff;f'i"PRbJEeT,fOWNER:ANO}" . '!.:",,,,. ""~,' ,,,,'.,~ .M:k,' ~~~,,",,. ''I'' '''~'' .-,~'~,1Jf.(;i,t~:: ;,./,,,,,-.1;. , ; PR0uEeT',EN(3INEER.'::,\.,,~\;, :f '" •• '.:i~'~ .. ~; :~"'il ,,i, <.;.;:,:~:;. ."}"'.;;?f, .. :'~\ ';'·H,~Lt.'0 ";01;\·,,1· ' Project own~~a, \ mr. miL e. X=evtr1lOV'11--- Address ~earOC.ro.~ ~OW\ee, 215' EQS~ V'fIet.lAe r ~ed- Phone:) V\t I WA" Zfeo'3~ e5'1-'1fR97 ('253 Project fC~nxr ~.I::. Gill e. 5 e':/.~ Company ~bA) LbC-. Project N~e .L- ld±e 'B ~ Vic.." Location Township _ ... 2 ... 3LJ..:N,,--_ Range __ ",,5,---=G'"::....-__ ............. Section Se: ~'i '* I? Address/Phone IOIl(P W'ocIm &w .. ~~lCio ~o~~" ll) WA 're011 3 J±2fi) 'tU -~3. ¥E'aft!3~rri':PE'0E'PERMI'F',\'U:F':iI;:';;,',;:i/' ::f;~:'. 'i/<~·--"'--'~'A·'4r"·'-"·.I.''''~~'J~'$~'''':\" ~".'.'_-'.~~'~~~-"i'~\1.~ . . :' ,:R if~Rl!leA~n0N1i::f.~:f:5f¥.",~'v.~:~J"1 ~ 'if*(,!~,~_~, .Jy",""", . :} : ,,'~ 0 Subdivison o DFW HPA 0 Shoreline Management 0 Short Subdivision o COE 404 0 Rockery 0 Grading o DOE Dam Safety 0 Structural Vaults 0 Commercial \lSI Other 5\)Q(+ ~tct+-o FEMA Floodplain 0 Other o COE Wetlands Community Drainage Basin 0 River 0 Floodplain 0 Wetlands 0 Stream 0 Seeps/Springs 0 Critical Stream Reach 0 High Groundwater Table 0 Depressions/Swales 0 Groundwater Recharge 0 Lake 0 Other 0 Steep Slopes I ·',1 I Erosion Potential Erosive Velcoties I Soil Type Slopes 1) QCl, lJ51+e. C.B e C) ----=<R-.e-\Oc:..-...:1-=.5-.efo=---_ moderaAe« 5 Ws I I I I o Additional Sheets Attached REFERENCE o Ch. 4 -Downstream Analysis o o I 0 I I I I I I I I I I I o o o Additional Sheets Attached MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION o Sedimentation Facilities ~ Stabilized Construction Entrance l}( Perimeter Runoff Control }:i( Clearing and Graing Restrictions ~ Cover Practices .t&' Construction Sequence o Other LIMITATION/SITE CONSTRAINT MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION J)( Stabilize Exposed Surface )(( Remove and Restore Temporary ESC Facilities B'" Clean and Remove All Silt and Debris 18" Ensure Operation of Permanent Facilities o Flag Limits of SAO and open space preservation areas D Other I I I I I I I I I I I I I I I I I I I "', . :" . -,>' ;'~.,";' ~.:~.' 0 Grass Lined 0 Tank 0 Infiltration Method of Analysis Channel 0 Vault 0 Depression 'SB0tt 0 Pipe System 0 Energy Dissapator 0 Flow Dispersal Compensation/Mitigati on of Eliminated Site 0 Open Channel 0 Wetland 0 Waiver Storage o Dry Pond 0 Stream 0 Regional tJ/A )i{ Wet Pond j Detention Brief Description of System Operation -""'''-''''-'''-'-'-'''-''--'''-l_-''''~.f-l'~LLL---''''-'''''--:~=='''--- 't,.... Facility Related Site Limitations Reference Facility Limitation o Cast in Place Vault o Drainage Easement o Retaining Wall o Access Easement o Rockery > 4' High o Native Growth Protection Easement o Structural on Steep Slope o Tract o Other o Other I or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. I I I I I I I I I I I I I I I I I I I EL 20G,oO Dc:::,. .. n;::.N1\ 0 tJ EL 203.2C> 0.A\~R..-OvAL.Il,! EL 2oo,O() ZETTEK5~RG POND COVO.BINED WAT€R QUAL-l ty AN.b :\)(:.11:: NTtOtJ POND I ·1 I I I I I I I I I I I I I I I I I 2/l3/05 6:5:29 pm RN Parnell Company Zetterberg Subdivision Existing Site Runoff BASIN ID: ex10 SBUH METHODOLOGY TOTAL AREA ....... : RAINFALL TyPE .... : PRECIPITATION .... : TIME INTERVAL .... : BASIN SUMMARY NAME: 1.50 Acres TYPE1A 3.00 inches 10.00 min BASEFLOWS: AREA .. : CN .... : TC .... : 0.00 cfs PERV 1.29 Acres 80.00 25.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.31 cfs VOL: 0.17 Ac-ft TIME: 490 min BASIN ID: ex100 SBUH METHODOLOGY TOTAL AREA ....... : RAINFALL TyPE .... : PRECIPITATION .... : TIME INTERVAL .... : NAME: 1.50 Acres TYPE1A 4.00 inches 10.00 min BASEFLOWS: AREA .. : CN .... : TC .... : 0.00 cfs PERV 1.29 Acres 80.00 25.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.54 cfs VOL: 0.27 Ac-ft TIME: 480 min BASIN ID: ex2 SBUH METHODOLOGY TOTAL AREA ....... : RAINFALL TyPE .... : PRECIPITATION .... : TIME INTERVAL .... : NAME: 1.50 Acres TYPE1A 2.00 inches 10.00 min BASEFLOWS: AREA .. : CN .... : TC .... : 0.00 cfs PERV 1.29 Acres 80.00 25.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.12 cfs VOL: 0.08 Ac-ft TIME: 490 min page 1 IMP 0.21 Acres 90.90 25.00 min IMP 0.21 Acres 90.90 25.00 min IMP 0'.21 Acres 90.90 25.00 min I I I I I I I I I I I I I I I I I I I 2/13/05 6:6:20 pm RN Parnell Company Zetterberg Subdivision Proposed Site Runoff BASIN ID: pro10 SBUH METHODOLOGY TOTAL AREA ....... : RAINFALL TyPE .... : PRECIPITATION .... : TIME INTERVAL .... : BASIN SUMMARY NAME: 1.50 Acres TYPE1A 3.00 inches 10.00 min BASEFLOWS: AREA .. : CN .... : TC .... : 0.00 cfs PERV 0.68 Acres 80.00 5.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.68 cfs VOL: 0.26 Ac-ft TIME: 480 min BASIN ID: pro100 SBUH METHODOLOGY TOTAL AREA ....... : RAINFALL TyPE .... : PRECIPITATION .... : TIME INTERVAL .... : NAME: 1.50 Acres TYPE1A 4.00 inches 10.00 min BASEFLOWS: AREA .. : CN .... : TC .... : 0.00 cfs PERV 0.68 Acres 80.00 5.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.99 cfs VOL: 0.37 Ac-ft TIME: 480 min BASIN ID: pro2 SBUH METHODOLOGY TOTAL AREA ....... : RAINFALL TyPE .... : PRECIPITATION .... : TIME INTERVAL .... : NAME: 1.50 Acres TYPE1A 2.00 inches 10.00 min BASEFLOWS: AREA .. : CN .... : TC .... : 0.00 cfs PERV 0.68 Acres 80.00 5.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.39 cfs VOL: 0.15 Ac-ft TIME: 480 min page 1 IMP 0.82 Acres 98.00 5.00 min IMP 0.82 Acres 98.00 5.00 min IMP 0.82 Acres 98.00 5.00 min I I I I I I I I I I I I I I I I I I I Zetterberg Preliminary Detention Calculations Site Development Associates, LLC 2-11-05 Assumptions Proposed Subdivision • 9 lots based on R8 • Developable area 1.39 acres • Actual Site Density 6.46 units per acre • Soil Type Beausite (Hydrologic Group 'B') AREAS FOR DETENTION CALCULATIONS Includes developable area (property area minus wetlands and buffers) Existing Areas Total Area = 1.50 acres Impervious Gravel Roads and Driveways = 4,904 sf CN 85 Homes, Barns, Sheds = 4,904 CN 98 Total = 8,983 sf or 0.21 acres Composite CN = [(85 x 4,904) + (98 x 4,079)] I (8,983) = 90.9 Pervious 1.50 acres -0.21 acres = 1.29 acres CN 90.9 Proposed Areas Total Area = 1.50 acres Impervious Lot Area: 1.39 acres Single Family Residential Impervious Coverage 6.5 DU/Acre = 54% impervious Total = 54% of 1.39 = 0.75 acres Offsite Impervious I I I I I I I I I I I I I I I I I I I 0.05 acres 0.80 acres Pervious 1.50 acres -0.80 acres = 0.70 acres TIME OF CONCENTRATION Existing 1st Segment Sheet Flow Tt = (0.42)(nsL)°.8 / (pd·527 (so)O.4 ns = 0.15 for grasses and lawns L = 65 feet P2 = 2.0 inches so= l' /65' = 0.015 ftlft Tt = 9.7 minutes 2nd Segment Sheet Flow Tt = (0.42)(nsL)°.8 / (pd·527 (SO)0.4 ns = 0.011 for pavement L = 25 feet P2 = 2.0 inches So = 0.020 ftlft Tt = 1.2 minutes 3'd Segment Sheet Flow Tt = (0.42)(nsL)o.8 / (P2)O.527 (so)O.4 ns = 0.15 for grasses and lawns L = 120 feet P2 = 2.0 inches so= 0.02 Tt = 14.1 minutes I I I I I I I I I I I I I I I I I I I Total Tc 9.7 + 1.2 + 14.1 = 25.0 minutes Proposed Impervious/Pervious 5 minutes I I I I I I I I I I I I I I I I I I I 2/13/05 6:10:56 pm Pond without f.o.s. RN Parnell Company Zetterberg Subdivision LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO--DIS-<-PEAK-> OUTFLOW STORAGE (cfs) VOL (efl <--------DESCRIPTION---------> (ds) (cfa) --id---id-<-STAGE> id 2 to 2 .... 10t010 .. 100 to 100 0.12 0.39 pond combo 204.76 10 0.12 1227.13 cf 0.31 0.68 pond combo 205.39 11 0.54 0.99 pond combo 206.00 12 0.31 1975.14 cf 0.54 2875.00 cf page 5 I I I I I I I I I I I I I I I I I I I 2/13/05 6:28:53 pm RN Parnell Company Zetterberg Subdivision Proposed pond w/ f.o.s. LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO--DIS-<-PEAK-> OUTFLOW STORAGE <--------DESCRIPTION---------> (cfs) (cfe) --id---id-<-STAGE> id (cfs) VOL {eEl =_==_._==_~=._.== __ == ••• =._== __ =2 __ =~_.== __ =~ ___ =._===.c= •• _~ •• _=._a=m __ = __ .== __ = ••• = 2 to 2 ..... 0.12 0.39 proposed combo 204.51 10 0.11 1407 10 to 10 ... . .......... 0.31 0.68 proposed combo 205:19 11 0.27 2359. 100 to 100 ... 0.54 0.99 proposed combo 205.83 12 0.39 3455. page 2 48 of 70 of 95 of I I I I I I I I I I I I I I I I I I I 2/13/05 6:10:54 pm RN Parnell Company Zetterberg Subdivision Pond without f.o.s. STAGE STORAGE TABLE TRAPEZOIDAL BASIN ID No. pond Description: pond w/o fos Length: 23.50 ft. Side Slope 1: 3 Side Slope 2: 3 Infiltration Rate: STAGE <----STORAGE----> STAGE ( tt) ---cf-----Ac-Ft-(ft) Width: 23.00 ft. 3 3 Side Slope 3: Side Slope 4: 0.00 min/inch <----STORAGE----> STAGE <----STORAGE----> ---cf-----Ac-Ft-(tt) ---cf-----Ac-Ft- STAGE (ft) page <----STORAGE----> ---cf-----Ac-Ft- ~=_==_= __ ~~.==a==_=aa==_====.==._ •• _=_==.c_.=~.==_==_==~= •• ==_=_==_==.a=_==_=_.~_.c=_==_= __ ~~.= __ =_.=_~= 203.20 0.0000 0.0000 204.50 964.77 0 .0221 205.80 2559 0.0588 207 .10 4942 0.1134 203 .30 55.457 0.0013 204.60 1063 0 .0244 205.90 2713 0.0623 207 .20 5162 0.1185 203 .40 113.78 0.0026 204.70 1165 0.0267 206.00 2an 0.065 207,30 5388 0.1237 203 .50 175.03 0.0040 204 .80 1271 0 0292 206.10 3033 0.0696 207.40 5620 0.1290 203 .60 2]9.29 0.0055 204 .90 1381 0 .0317 206.20 3201 0.0735 207.50 5858 0.1345 203.70 306.63 0.0070 205.00 1495 0.0343 206.30 3374 0.0774 207 60 6101 0.1401 203.80 377.11 0.0087 205.10 1613 0.0370 206.40 3551 0 .0815 207 .70 6351 0.1458 203.90 450.B2 0.0103 205.20 1735 0.0398 206.S0 3734 0 .0857 207 .80 6606 0.1517 204.00 527.82 0.0121 205 30 1861 0.0427 206.60 3922 0 .0900 207. 90 6868 O. 1577 204.10 608.19 0.0140 205 .40 1992 0.0457 206.70 4115 0 .0945 20e .00 7136 O. 1638 204.20 692.00 0.0159 20S.50 2127 0.0488 206.80 4314 0 .0990 204.30 779.32 0.0179 205.60 2267 0.0520 206.90 4517 0 .1037 204.40 870.22 0.0200 205.70 2411 0.0553 207.00 4727 0 .10BS Pe"\ ~ Sh('-l<jJll 1 c,f. I I I I I I I I I I I I I I I I I I I 2/13/05 6:28:51 pm RN Parnell Company Zetterberg Subdivision Proposed pond w/ f.o.s. page ;==================================================================== STAGE STORAGE TABLE CUSTOM STORAGE ID No. proposed Description: Proposed pond w/ 3:1 slopes STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> (ft) ---cf-----Ac-Ft- 203.20 0.0000 0.0000 203.30 94.300 0.0022 203.40 188.60 0.0043 203.50 282.90 0.0065 203.60 377 .20 0.00B7 203.70 471.50 0.0108 203.80 565.80 0.0130 203.90 660.10 0.0152 (ft) ---cf-----Ac-Ft-(ft) ---cf-----Ac-Ft- 204.00 754.40 204 .10 882.55 204.20 1011 204.30 1139 204.40 1267 204.50 1395 204. ~o 1523 204.70 1651 0.0173 204.80 1780 0.0203 204.90 190B 0.0232 205. 00 2036 0.0261 205 .10 2207 0.0291 205 .20 2378 0.0320 205. 30 2548 0.0350 205 40 2719 0.0379 205. 50 2890 Vol<-\~ <2 pcp\k'O~ 0.0409 0.0438 0.0467 0.0507 0.0546 0.0585 0.0624 0.0663 (ft) ---ct-----Ac-Ft- 205.60 3061 0.0703 205.70 3232 0.0742 205.80 3403 0.0781 205.90 3574 0.0820 06.00 3744 0.0860 3 7 Y~ C/o. 'ore.. F-...,.\- oR..e-j \A," t e-o/ 1 I I I I I I I I I I I I I I I I I I I 2/13/05 6:10:54 pm Pond without f.o.s. MULTIPLE ORIFICE Description: Outlet Elev: 203.20 RN Parnell Company Zetterberg Subdivision STAGE DISCHARGE TABLE ID No. orifice Elev: 201.20 Elev: 204.90 ft Orifice Diameter: ft Orifice 2 Diameter: 1.8750 in. 3.0000 in. STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs---------(ft) ---cfs---------(ft) ---cfs---------(ft) ---cfs--------- 203.20 0.0000 204.00 0.0853 204.80 0.1207 205.60 0.3521 203.30 0.0302 204.10 0.0905 204.90 0.1244 205.70 0.3693 203.40 0.0427 204.20 0.0954 205.00 0.2052 205.BO 0.3855 203.50 0.0523 20' .30 0.1001 205.10 0.2407 205.90 0.4010 203.60 0.0603 204.40 0.1045 205.20 0.2687 206.00 0.415B 203.70 0.0675 204.50 0.1088 205.30 0.2927 203.80 0.0739 204.60 0.1129 205.40 0.3142 203.90 0.0798 204.70 o .116B 205.50 0.3339 page 3 I I I I I I I I I I I I I I I I I I I 2/13/05 6:10:54 pm Pond without f.o.s. RISER DISCHARGE Description: Riser Diameter (in) Weir Coefficient ... : Orif Coefficient ... : RN Parnell Company Zetterberg Subdivision STAGE DISCHARGE TABLE ID No. riser 12.00 9.739 3.782 elev: height: increm: 205.95 ft 206.00 ft 0.10 ft STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ftl ---cfs---------(ft) ---cfs---------(ftl ---cfs---------(ft) ---cfs--------- 205.95 0.0000 206.00 0.1089 206.00 0.1089 206.00 0.1089 page 4 I I I I I I I I I I I I I I I I I I I 2/13/05 6:10:54 pm Pond without f.o.s. COMBINATION DISCHARGE Description: Structure: orifice Structure: ~iser Structure: RN Parnell Company Zetterberg Subdivision STAGE DISCHARGE TABLE ID No. combo Structure: Structure: STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE (tt) ---cfs--(ft) ---cfs-----.---(ft) ---cfs-------_. (ft) page <--DISCHARGE---> ---cfs--------- __ =a_= •• ~=_c=_=~ •• ====.~=a_=~ __ = __ =_a=._=8.==_==_~~ __ ==_=a_=_.C=_==_== __ ==a=_a= •• ==_===_~._= __ = __ = __ ==_= 203.20 O.OODO 204.00 0.0853 204.80 0.1207 205 60 0.3521 203.30 0.0302 204.10 0.0905 204 .90 0.1244 205.70 0.]693 203.40 0.0427 204.20 0.0954 205.00 0.2052 205.80 0.3855 203.50 0.0523 204.30 0.1001 205.10 0.2407 205.90 0.4010 203.60 0.0603 204.40 0.1045 205.20 0.2687 206.00 0.5247 203.70 0.0675 204.50 0.1068 205.30 0.2927 203.80 0.0739 204.60 0.1129 205.40 0.3142 203.90 0.0798 204.70 0.1168 205.50 0.3339 2 I I I I I I I I I I I I I I I I I I I 2/13/05 6:7:48 pm Water Quality Runoff RN Parnell Company Zetterberg Subdivision page 1 ===================================================================== BASIN ID: pro6mo SBUH METHODOLOGY TOTAL AREA ....... : RAINFALL TyPE .... : PRECIPITATION .... : TIME INTERVAL .... : BASIN SUMMARY NAME: 1.50 Acres TYPEIA 0.66 inches 10.00 min BASEFLOWS: AREA .. : CN .... : TC .... : 0.00 cfs PERV 0.68 Acres 80.00 5.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.09 cfs VOL: 0.03 Ac-ft TIME: 480 min 0.0) Ac.-f+-=- IMP 0.82 Acres 98.00 5.00 min I I I I I I I I I I I I I I I I I II I Appendix B -Off-site Analysis I I I I I I I I I I I I I I rJ) ::0 0 01 -I 01 0 .... ID m z I rJ) 0 Z WO ::0 0 I ,. 0 rJ) I 0 c: -I :z: .... ( \ EXISTING CONVEYANCE SYSTEM (CB AND PIPES) l \\ -----------1\\ \\ \\ \\ ___ -SiTE ) DOWNSTREAM ANAYLSIS N Figure No. I I I I I I I I I I I I I I I I I Photo A -Looking eastward from South 21 Street towards SR 515 I Photo B -Looking eastward at catch basin in existing ditch Zetterberg Site Photographs -September 10, 2004 I I I I I I I I I I I I I I I I I I I I Photo C -Looking northward from SR 515 Zetterberg Site Photographs -September 10, 2004 I ". , 1 .' :". , '" ' .. 'I I-", J' ,. ,- 1 ;1 '.' 1 .. ,' ,', ... 'I , " , , I' " 1 .' 1 1 , " . ,