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HomeMy WebLinkAboutLUA-07-012_MiscLETTER OF TRANSMITTAL 0FFE ENGINEERS, PLLC 13932 SE 159th Place Renton, Washington 98058-7832 Business: (425) 260-3412 Fax: ( 425) 988-0292 Darrell.offe@comcast.net January 26, 2007 Ms. Kayren K. Kittrick City of Renton Planning/Building/Public Works Department 1055 South Grady Way Renton, WA. 98055 Re: Brookefield North 15 Lot Preliminary Plat 1160 Hoquiam Avenue NE To Whom It May Concern: DEvELOPMENT PLANNING CITY OF RENTON JAN 2 6 2007 RECEIVED We perfonned a Trip Distribution review of the existing traffic from NE 11th Court onto Hoquiam Avenue NE. This review occurred on the morning of January 18th, 2007 between the hours of 6:00 to 8:00 AM. There were 11 vehicles existing NE 11th Court during this time frame; 6 turned northbound and 5 turn south bound Hoquiam Avenue. This is provided to the City of Renton together with a complete copy of the Langley Meadows Traffic Impact Analysis prepared by Chris Brown, P.E. Please let me know if you need any further information for this project. Christopher Brown @ Associates 9688 Rainier ,\ ve. 6. &allle. WA 98118-5981 (206) 7'22-1910 fax (206) 7'22-1909 Langley Meadows a TRAFFIC IMPACT ANALYSIS for an 68-Lots Single Family Residential Plat in the Northeast Quadrant of City of Renton May 19th, 2006 Traffic En5ineers {iJ T ronsporlation Planners Langley Afeadows TRAFFIC ll'r!PACT ANALYSIS Purpose Location and Access Scope Adjacent Land Uses Phasing Street System Traffic Characteristics Transit Horizon Year Traffic Trip Generation Trip Distribution & Assignment Year 2008 Horizon Year Traffic Capacity Analysis LOS Note A Mitigation Left Turn Storage Warrants Right Turn Lane Guidelines Conclusions Vicinity Map Site Plan Table of Contents List of Figures 1. 2. 3. 4. 5. 6. 7. Current P.M. Peak Hour Traffic Volumes I II 2008 P .M. Peak Hour Background Traffic Volumes Adjacent Development's P.M. Peak Hour Traffic Volumes Langley Meadows P.M. Peak Hour Traffic Assignment 2008 P.M. Peak Hour Volumes with Project List of Tables Langley Meadows Trip Generation Levels of Service Appendix ITELUC 210 Summary & Data Peak Hour Data Field Sheets LOS Computations Left & Right Tum Geometry I. 3. 3. 5. 6. 6. 6. 8. 8. 8. 11. 11. 11. 15. 15. 15. 15. 16. 2. 4. 7. 9. 10. 12. 13. 8. 14. Christopher Brown (If Associates 9688 Rainier ,\ vc. cl. &attle, W ,\ 98118-5981 (206) 7'22-1910 fax (206) 7'22-1909 Purpose Langley 1\lfeadows a TRAFFIC IJ\IPACT ANALYSIS for a 68-Lot Single Family Residential Plat in the Northeast Quadrant ofthe City of Renton Briefly, the purpose of this study is to determine the horizon year (2008) traffic impacts that may be anticipated with the completion of the referenced 68-lot single-family residential plat that is to be constructed on a parcel of land located on the northeast quadrant of the City ofRenton. More specifically, the location of the development is on the east side of Hoquiam Avenue NE at NE 7th Place (SE 122°d Street in the former King County street designation system). More particularly, this traffic study is to obtain current traffic volume data on those arterial facilities expected to be impacted by at least ten (! 0) or more p.m. peak hour trips, to derive a traffic forecast of year 2008 traffic conditions both without and with the development, and assess the traffic circulation impacts that may be produced by site related traffic. Included with this traffic study is the associated traffic from nearby plats including Wedgewood Lane, the Clover Addition, Becklin Place, Liberty Ridge, Elmhurst, .the Jericho Plat, and a 6-lot subdivision north of NE 7th Place. In addition, with other residential construction in the general area, a background growth rate of3.5 percent per year is also used so that a worst-case analysis may be derived. The location of the plat is shown on the Vicinity Map, Figure I, page 2. -1-Christopher Brown © i\swcialcs 9688 Qainicr i\ vc. &. &alllc, W i\ 98118-5981 (206) 722-1910 fax (206) 722-1909 FIGURE 1 Vicinity Map -2- SE 105TH PL SE nmtsi Christopher Brown l!5 Associates 9688 Rainier Ave. cl. &allle, WA 98118-5981 (206) 7'22-1910 fax (206) 7'22-1909 The trip generation data for the development is based on the 7th edition of the Trip Generation Manual published by the Institute of Transportation Engineers (ITE). It may be noted that the p.m. peak hour typically is the highest peak hour of the average weekday since it contains work, school, shopping and social-recreation travel demands. Accordingly, for residential developments, it represents the worst case when traffic congestion is at its most severe levels. This TIA bases its conclusions and recommendations on the p.m. peak hour of the average weekday. The inclusion of a background traffic growth rate for assessing horizon year volumes is in accordance with the recommended practice of the Institute of Transportation Engineers (ITE), Traffic Access and Impact Studies for Site Development, Transportation Engineering, August 1988. This traffic study uses the p.m. peak hour traffic data associated with existing residences · accessing Duvall Avenue SE from NE 7th Street to NE I 0th Street for defining the trip allocation model since that is representative of the neighborhood's current distribution. Location and Access The location of the proposed 68 new single-family residences (that includes one existing single family residence that will remain) was briefly noted earlier on page I. As shown on Figure 2, the Site Plan, these lots are all placed on a single parcel ofland situated on the east side of Hoquiam Avenue NE extending from the south side of the Plat of Wedgewood Lane south to NE 6th Street. Site access will be from a direct link to Hoquiam Avenue NE at NE 7th Place (SE !22nd Avenue) and via NE 6th Street. The City of Renton Department of Public Works will define the geometric design and design standards for the local internal collector streets serving this plat. For this traffic study it is assumed that Hoquiam Avenue NE will remain as a 2-lane facility with STOP sign traffic control on all entering side streets. For the purposes of this traffic study the scope of the work considers these 68 new single- family residences of Langley Meadows in concert with the previously noted residential developments named on page 1 that are expected to be completed by 2008. For the proposed Langley Meadows development the key intersections expected to be impacted by at least 10 or more site generated p.m peak hour trips include the following. -3-Christopher Brown ©' Associates 9688 Rainier Ave. &. &allle, WA 98118-5981 (206) 722-1910 fax (206) 722-1909 I -,_ --~ CJIT OF I IIE~~~.E\_.s~fot. 1",.,..,_ " ~ RENTON . .:-----f::i·~ -----. ~ -I., I""-" I_. ~ ' Puro~wtoG ii · EWooi,lJI~~ 'I ii I 6 H . . J_" . . ' . . • -· ' ----------NI 11fo '1.ACl{l2',-..:I) -< / H122a4AVL ~~~~ • (HI 7tlo PU.CE) -' -;--: --~--. --~-----:--,' ' : • "' ' ii ' = I C I~ ~ I --. ----, ill • ~ • • • • l . l . ~ • I i t 0 ' • • z r. _; ii • • • ;J • • l " s z • • • ! " i • ------· -----I ~ a --: • ~ • ; j _@ -~ --~ • ii • • i • • ' • • • • • : ffe . f: I • ] : ~ • • ~ ! . ~~ ~ ' ~ = l I ' l ; ~ • ~ • ' ' : -' • • • ! • : i ' • • • • ' ' ------------.... ~ ) I i?r·-·o -'"".!'.:'"'~;.::,._~-":."~.C.:_f ---------.. ~-4- lwlj,,I : ' '" ' lC 1 i'.:.r-:.,.;, ' ' til -~~ !-' '" "It\~ I! I I I'< i ' '1-·--1 .~: Jr , \ i(":'."'"r""'· :i~ --"-! "· t Ill I I. J 1/ !: I I j '' -~ '.<"J • f; : ;,: ,Elfr1, ~ -· . ·--l -if :I' I !. ,:, ' -t : : : ~ --j) l.;;-!lli>;-11 I ;.ii 1 1i-~'+""r'."r-;· ---------- ~I I , ~;:,.,. ct-+ ', -[] ii: : ' . r: -·.'~ ' -' -··· ~ ,,,. ~ I ·,1 ! "· -, \ ' ~iffl-' '.{"'l.'.,·$~'~::...~ r r r r ,!Ji~ u"r~ -11 l LANGLEY MEADOW o~= Q) .. ' I I ---1 .... ~GLEY DEVELOPMENT GROUP ---=--· ... - SITE PLAN (ALLEY) -· I .. 1-·-"' . I •md#• ---, .,,.., "" -- FIGURE2 Site Plan -4- Christopher Brown 0 A&!lOCiates 9688 Rainier ,\ ve. <£>. &attic, W ,\ 98118-5981 (206) 7'22-1910 fax (206) 7'22-1909 • NE 4th Street@ Union Avenue NE • NE 4th Street @Duvall Avenue NE • NE 41 " Street @Hoquiam Avenue NE • NE Sunset Boulevard @Union Avenue NE • NE Sunset Boulevard@Duvall Avenue NE • NE Sunset Boulevard@Hoquiam Avenue NE • NE 8th Street @ Duvall A venue NE • NE 7th Place@Duvall Avenue l\1E • NE 7th Street @ Hoquiam A venue NE The functional classification of these streets is: • NE 4th Street • Union Avenue NE • Duvall Avenue NE • Hoquiam Avenue NE • Sunset Boulevard principal arterial minor arterial minor arterial collector arterial principal arterial These intersections are described schematically in the following traffic diagrams and are analyzed later in this study. Their individual approach lane geometry, grade, and traffic control is also described in the appended Level of Service (LOS) computations. It may be noted that the intersection of NE Sunset Boulevard and Duvall Avenue NE is in the midst of reconstruction. For the purposes of this study it is assumed that the improvement has been completed. In general, the scope of the study is to address potential design needs and/or capacity restrictions, and potential traffic safety impacts on those arterial facilities receiving ten of more p.m. peak hour trips. Adjacent Land Uses The adjacent, presently developed land uses in the vicinity of the plat are all single family residential in style. There are no commercial or industrial properties in the immediate neighborhood. (The significant local institutional activity, Oliver M Hazen High School, ·is situated a half mile north of the site on the west side of Hoquiam Avenue NE. The smaller Honey Dew elementary school is located at NE gth Street on Union Avenue NE.) Accordingly, for the immediate neighborhood, the plat will conform to the existing land uses as they have developed in the past and are currently developing. Fundamentally, this is not a conflicting land use. -5- Christopher Brown (!J Associates 9688 Rainier Ave. cl. &attic, WA 98118-5981 (206) 7'22-1910 fax (206) 7'22-1909 Phasing The project will be developed in a single phase of 68 lots. The existing single-family residence on the site will remain. For the purposes of this study the total development is expected to be fully built-out and occupied in no more than about two to three years, say by the end of 2008 at most. Thus, 2008 defines the horizon year for this TIA in terms of background traffic growth. Street System The principal arterial streets serving the site are NE 4th Street and NE Sunset Boulevard. These are essentially 5-lane facilities with a posted speed limit of35 mph. East ofDuvall Avenue NE Sunset Boulevard becomes a 2-lane facility with westbound left-tum channelization at its STOP controlled intersection with Hoquiam Avenue NE. Hoquiam Avenue NE, as a former county road, is a 2-lane facility mostly constructed with light bituminous paving and totally absent of typical urban amenities such as curbs, gutters and sidewalks. As developments take place along its length these kinds of amenities may be anticipated as individual plat conditions. NE 4th Street has multi-phased traffic signals at the intersections of Union Avenue NE, Duvall Avenue NE, and Hoquiam Avenue NE while NE Sunset Boulevard has similar traffic signals at the intersections of Union Avenue NE and Duvall Avenue NE. The later signalized intersection is undergoing reconstruction that will lead to 3-lane approaches on all legs with one of the approaches being a protected left turn lane. As noted earlier, the various intersection geometrics, grades and related lane assignments are included in the appended level of service analyses. Traffic Characteristics Current (2006) peak hour traffic volume data were obtained in the field and also from the files of the City of Renton, Department of Public Works (Mr. Ron Marr, P.E.). Current p.m. peak hour traffic volumes are shown schematically on Figure 3. As a traffic diagram no scale is assumed: the respective arrowheads note the direction of travel. -6-Christopher Brown {sf Associates 9688 Qainier Ave. &. &attle, WA 98118-5981 (206) 722-1910 fax (206) 722-1909 NE Sunset Boulevard N ,_ FIGURE 3 Current P.M. Peak Hour Traffic Volumes -7- . ~6 jt Y'q ~ .<f:5"/ 0~ rv<o \ ( <i,~ ~I'// . ,~ r::~ ~ 09.J \ -:5"/S -.//92-r;r a,~ '\'{ ~ NE 7th St. lb~ ~ SE 121st st. \I;) I~ 0 ~J ~ Site r ;;;-Access I~, o 9 Christophor Brown (sf A&lOciate.i 9688 Rainior ,\ vo. 6. &atUo, W ,\ 98118-5981 (206) 722-1910 fax (206) 'n'.2-1909 Transit Metro Transit operates Routes I 05 and I 07 run along Union Avenue NE at about 20 minute intervals over the p.m. peak hour. Horizon Year Traffic Figure 4 shows the 2008 ·horizon year traffic forecast without the proposed 68-Lots, Langley Meadows residential development. The baseline data ofFigure 4 is founded on a background growth rate of3.5 percent per year, as noted earlier, and is considered suitable for this sector of the City of Renton. Additionally and separately for comparative purposes, Figure 5 shows the traffic assignment for the associated traffic from the nearby plats of Wedgewood Lane, the Clover Addition, Becklin Place, Liberty Ridge, Elmhurst, the Jericho Plat, and a 6-lot subdivision to the north of NE 7th Place. Other plats that may be completed in this time frame are included in the 3 .5 percent background growth rate of Figure 4 that notably is significantly higher than the typical 2 percent growth commonly rate used. Trip Generation Trip generation for the proposed 68-Lots, Langley Meadows residential is based on the 7th edition of the Institute of Transportation Engineers (ITE) Trip Generation Manual, for Land Use Code 210, the applicable reference for single-family residential developments. As a significant development the published regression equations are used. -8- TABLE I Langley Meadows Trip Generation A.W.D.T. A.M. Inbound A.M. Outbound PM. Inbound PM Outbound 729 Trips/Day 14 vehicles/hour 43 vehicles/hour 48 vehicles/hour 28 vehicles/hour Christopher Brown /l$ i\<1<1ociale.i 9688 Rainier Ave. &. &attle, WA 98118-5981 (206) 7'22-1910 fax (206) 7'22-1909 ~ ~'{ . ~i°' {Of NE Sunset Boulevard ----==::;::T~~=-------=3=-f==---- /.f/0 ~ 41:J RJ FIGURE 4 2008 P.M. Peak Hour Background Traffic Volumes -9- ~ ,~{6~ ~ \{;'I ,., \ ~ \~ 9~ a.'v \ 0~ <J ~· NE 7th St. ~~ ~ SE 121st St. ''\'~]t ~ 0 C\)J ~ Site /~fl{ r /Q Access I~ fo ~ Chriitopher Brown @ Auociate.s 9688 Rainier f.. ve. <!I. &attic, WA 98118-5981 (206) 7'22-1910 rax (206) 7'22-1909 NE Sunset Boulevard .. RJ ~ ~ ,_ i:: ~ .,: ,::: 0 . .; g JQ~ ~ . NE 4th st. . //2- ('O > r~·c ~ FIGURE 5 Adjacent Development's P.M. Peak Hour Traffic Volumes · -10- 0_) G~ ~ f- 18 f~ (° 0~ 0 -" \ __,_ o_J GJ NE 8th ~ t~ . o a~ (a ~- ~ (:) 1(0 ~ ,::: ! ..... ....... ~ 0 o;} ~~-to ~I .tfr ,.. ,~ ('° 0~ 0 -0 ~~ ~ ~ Q) ::1 ,::: Q) > ,,: ~ -i-1 ::1 Street b' 0 ~ 7th Pl.Q_J ~~ NE 7th St. ()~ t;E 121st St. G \) ~~ ~ Site ~0 AcceOS J ~ ~t r'.3 5'3 . 4f Chri!lopher Brown (sf A.i.sociatc.i 9688 Rainier Ave. 6. &attic. WA 98118-5981 (206) 722-1910 rax (206) 722-1909 Trip Distribution & Assignment The new traffic generated by this residential development will be distributed onto the adjacent roadway system and then onto the regional transportation network. The traffic distribution and assignment of site-generated traffic is based on the Analogv .Method described in Transportation and Land Development, Vergil G. Stover, 1988, published by the Institute of Transportation Engineers (ITE). As described earlier, the p.m. peak hour traffic data associated with existing residences accessing Duvall Avenue SE from NE 7th Street to NE 10th Street is used for defining the trip allocation model since they are representative of the overall neighborhood's current traffic distribution. A schematic diagram showing the future design hour (p.m. peak hour) trip assignment for the subject plat of Langley Meadows is shown on Figure 6. In developing this figure there are no assumed arterial facility capacity restraints and, as noted above, the distribution of residential traffic follows the same pattern as now extant. Year 2008 Horizon Year Traffic Figure 7 shows the estimated 2008 P.M Peak Hour Traffic Volumes with Pro;ect. The total traffic demand is made up of the data of Figures 4, 5, and 6, respectively the baseline p.m. peak hour 2008 volume data developed from the background growth, traffic from the adjacent projects of record previously described and the subject Langley Meadaws p.m. peak hour traffic assignment As noted above, the peak hour data assumes no traffic diversion due to inadequate traffic conditions (such as congestion) nor presumes any geometrically or capacity inadequate linkages by the horizon year of2008 Capacity Analysis Capacity analysis is in accordance with the 1997 Highway Capacity Manual (HCM) ·and attendant intersection capacity up-dates for the new HCM 2000 publication by the Transportation Research Board. The analysis was accomplished using the software entitled HCS 3, produced by the McTrans Center at the University of Florida, and the Signal 97 TEAPAC software produced by Strong Concepts ofNorthbrook, Illinois, both used under license to Christopher Brown, P.E. The results of the analysis are noted in Table II on the next page. -11-Chrislopher Brown 0 Associales 9688 Rainier Ave. &. &allle. WA 98118-5981 (206) 7'22-1910 FBX (206) 7'22-1909 NE Sunset Boulevard ----::==;:-r-==--------~:::;;;--f~=---- j~ t~ (° 05 0 0 RI ~- ~ Ir i:: ! i:: 0 ,.; § FIGURE 6 Langley 1'.feadows P.M. Peak Hour Traffic Assignment -12- ''° ~ () (1) p i:: ~ ,.,: ..-1 . ..-1 <d ~ 0 I'!. ~ ~ o~ 10 fo o a WE \. ·- ~ 7th 7th St. 121st St. \\ 0~ ~b Site r-------- ~IJ {1,1--Access r « 0 Christopher Brown (!;f Auociale4! 9688 Rainier Ave. 8. <!\cattle, WA 98118-5981 (206) 722-1910 rax (206) 722-1909 NE Sunset Boulevard N ~ ~ ,. a ! i:: 0 ..... i:: ::, 1b o"v ~~NE. ~~. .4th St, a-10 17"""! > !!:~ \~\ t&~o \')i FIGURE7 2008 P.M .. Peak Hour Traffic Volumes with Project -13- i"'-s t i~~ ~~ <o~ ,ill . ,f;~2.-- ~ 41?8. ~~ ~1 //?-5' r;;~ \v~ v\l\~ l'j V\'J,, \'l~ \ .. \\(j YII ~ Q) ::, i:: Q) ~ J~~ ~ ,{),: lK '" & NE 8th :str.eet 0 i~~ ~~ Pl ~ X . t ti \\ \ ·~ ·WE 7th Pl, u \-, , ((v .'" ·. ·. ··• ,to~ NE 7th St, ~~ I' ~E 121st St. ~ Q) 1,\ ::, i:: ~J \\ t ~Site ,;: ,-j ,-j ,___ ___ -t (Jv Access ~ Cl· ~ ,t '\'}' ~v. ~.· t ii; ~~ ~q 1~~ fj'C2.. Pl/ //12. > 1~~0 Pl:S"<Y Pi~~ ~ 1,0 ",'\ Chri11lopher Brown @ Auoclatei 9688 Rainier Ave. cl. &alUe, WA 98118·5981 (206) 722-1910 rax (266) 722-1909 When reviewing the following LOS tabulated summaries, note that the computer input and results are included in the Appendix The appendix computations show the degree of saturation, average delays, maximum queue lengths and approach LOS values as well as the overall LOS values at the signalized intersection. At STOP controlled intersections the worst leg LOS and delay and is listed. Additionally, the STOP controlled intersection ofHoquiam Avenue NE at the site's access on NE ih Place (122nd Avenue SE) is analyzed on the basis that all of the Langley Meadows traffic is assumed to be at this one location so that a worst-case analysis results. It is recognized that some of the site's traffic will use the access on the south side of the plat via NE 6th Street but'with the worst-case analysis at Hoquiam Avenue NE/NE 7th Place it may be readily assumed that its access LOS is essentially similar if not better. Finally, comments with respect to the LOS are noted below Table II. TABLE II Levels of Service Intersection Union Avenue NE@NE 4th Street SIGNAL Controlled intersection Duvall Avenue NE@NE 4th Street SIGNAL Controlled intersection Hoquiam Avenue NE@NE 4th Street SIGNAL Controlled intersection Hoquiam Avenue NE@NE 7th Street Stop SIGN Controlled Hoquiam Ave. NE@ NE Sunset Blvd. Stop SIGN Controlled Duvall Ave. NE@NE Sunset Blvd. SIGNAL Controlled intersection Duvall Ave. NE @ NE 8th Street Stop SIGN Controlled Duvall Ave. NE@NE 7th Street Stop SIGN Controlled Hoquiam Ave. NE@ Site Access Stog SIGN Controlled -14- 2006 Current C 29.6 sec. C 33 J sec. 2008 2008 (Background With Project Plus Adj. Dev.) D D 46. l sec. 47.6 sec. D D 43.0 sec. 44.0 sec. A SeeNoteA A See Note A A See Note A 6.7 sec. A 8. 7 sec. C 23.0 sec. D 40.0 sec. B 13.5 sec. B 10.5sec. NA 7.3 sec. 7.5 sec. A A 8.9 sec. 9.0 sec. D D 28.0 sec. 28.6 sec. D D 48. l sec. 48.6 sec. B B 14.2 sec. 14.3 sec. B B 10.6 sec. 10.6 sec. NA A 9.9 sec. Christopher Brown l!J till!IOciate11 9688 Rainier ti ve. 6. &altle, W ti 98118-5981 (206) 722-1910 rax (206) 722-1909 LOS Note A Note that the intersection of NE 4tl' Street at Hoquiam Avenue NE is currently STOP controlled. However, a new traffic signal is now being designed by DPW so that by 2008 it will be signalized For the purposes of this traffic impact analysis, and noting that the intersection will be signalized well before plat occupancy, the analysis assumes a signal is therefore available. In summary, from the foregoing LOS analysis briefly described in Table II, clearly there will be no intersections operating below or worse than LOS 'D' and thus it is reasonable to conclude that while the plat will add additional vehicular traffic to the street network there will be no adverse direct traffic impacts. Mitigation Standard traffic mitigation fees at the rate of $75 per added ADT for the city's street improvement programs may be anticipated. With an ADI of729 Trips/Day this fee is in the amount of$54,675. No other local network mitigation is appropriate given the adequate horizon year LOS on the local arterial system described above in Table IL Left Turn Storage Warrants Left Tum Storage warrants were assessed at the site's main access (NE 7th Place) on Hoquiam Avenue NE using the WSDOT Design Manual Figure 910-5. For this intersection, with all of the site's trips assigned to this one access point, so the total left turn volume in the highest peak hour is 11 percent of the total approach volume of 233 vph, the projected worst case left turning movement does not meet the standard for a protected left turn lane. Right Turn Lane Guidelines The peak hour right turn movement into the site was analyzed with the worst-case volumes against WSDOT Design Manual Fi1o>ure 910-11. A "right turn radius only" is recommended by this standard. -15- Chrislopher Brown ©' Associales 9688 Rainier Ave. 6. &allle, WA 98118-5981 (206) 7'22-1910 rax (206) 7'22-1909 Conclusions The following conclusions may be considered with respect to the proposed 68-Lots single-family residential development -Langley Meadows. -16- • • • • • • • • • • • • • • • • • The development, as a single-family residential project, will conform to the neighborhood as it is currently developing. The road network under review in this TIA includes the principal arterials of NE 4th Street and NE Sunset Boulevard. The intersections expected to carry ten or more p.m. peak hour trips include Hoquiam, Duvall and Union Avenues NE and within the immediate neighborhood NE 7th and Stl' Street and the site access. Based on the 7th ·edition of Traffic Generation the development will generate some 729 trips per day with 5 7 of these trips taking place during the morning peak hour and 76 in the p.m. peak hour. For analysis purposes the time when the project is complete and fully occupied is taken at the year 2008. This is the horizon year for the TIA. The background traffic growth is taken at 3.5 percent per year in recognition of significant development taking place area wide. In addition, the adjacent plats of Wedgewood Lane, the Clover Addition, Becklin Place, Liberty Ridge, Elmhurst, the Jericho Plat, and a 6-lot subdivision north of NE 7th Place are included in addition to the background growth rate. The traffic assignment of site-generated traffic is based on the Analogy Method . In the horizon year of2008 without or with the project the worst-case LOS will be 'D'. By full occupancy there will be no inadequate levels of service on any of the local streets making up the immediate street network. At the intersection ofNE 4th Street and Hoquiam Avenue NE the existing STOP controlled intersection will be enhanced with a new traffic signal now under design by DPW staff. Its LOS will be improved to 'A' on completion ofa traffic signal installation. All other impacted intersections reviewed in this TIA and shown on Table II will continue to function with adequate levels of service by the year 2008. With an ADI of729 Trips/Day, per the trip generation table on page 8, the city's standard mitigation fee of$75 per new ADI will require a fee of$54,675. No other traffic mitigation on the local and principal arterial street network is required considering the adequacy of current and forecast traffic operations. The need for a protected left-tum lane at NE 7th Place on Hoquiam Avenue NE was assessed using WSDOT Design Manual Figure 910-5 and found to be unnecessary. The geometry for the northbound right tum movement to the site at NE 7th Place on Hoquiam Avenue NE was assessed using WSDOT Design Manual Figure 910-11 and a "right tum radius only" was found to be appropriate. No other traffic mitigation measures are recommended on the basis of the findings of this traffic impact analysis. Chrislophcr Brown l!5 i\uocialcs 9688 Rainier i\vc. <9>. &alllc, W i\ 98118-5981 (206) 7'22-1910 rax (206) 7'22-1909 Table of Contents rang!ey lvfeadows Appendix • ITE LUC 210, Single-Family Detached Housing-Definition • ITE LUC 210, Single-Family Detached Housing-weekday traffic • ITE LUC 210, Single-Family Detached Housing-a.m. peak traffic • ITE LUC 210, Single-Family Detached Housing-p.m. peak traffic Traffic Count Summary-Union Avenue NE@NE 4th Street Traffic Count Summary -Duvall Avenue NE @ NE 4th Street Traffic Count Summary-NE Sunset Blvd. @ Union Avenue NE Traffic Count Summary -NE Sunset Blvd. @ Duvall Avenue NE Traffic Count Summary-NE Sunset Blvd. @Hoquiam Avenue NE Levels of Service Union Ave. NE@NE 4th Street Current Volumes Union Ave. NE@NE 4th Street Horizon Year w/o Project Union Ave. NE@NE 4th Street Horizon Year with Project Duvall Ave. NE @NE 4th Street Current Volumes Duvall Ave. NE @NE 4th Street Horizon Year w/o Project Duvall Ave. NE @NE 4th Street Horizon Year with Project Hoquiam Ave. NE@NE 4th Street Current Volumes Hoquiam Ave. NE @NE 4th Street Horizon Year w/o Project Hoquiam Ave. NE @ NE 4th Street Horizon Year with Project Hoquiam Ave. NE@NE 7th Street Current Volumes Hoquiam Ave. NE@NE 7th Street Horizon Year w/o Project Hoquiam Ave. NE@NE 7th Street Horizon Year with Project Hoquiam Ave. NE @NE Sunset Blvd. Current Volumes Hoquiam Ave. NE @ NE Sunset Blvd. Horizon Year w/o Project Hoquiam Ave. NE @NE Sunset Blvd. Horizon Year w!Project Duvall Ave. NE @NE Sunset Blvd. Current Volumes Duvall Ave. NE @NE Sunset Blvd. Horizon Year w/o Project ·Duvall Ave. NE@NE Sunset Blvd. Horizon Year with Project Duvall Ave. NE@NE 8th Street Current Volumes Duvall Ave. NE@NE 8th Street Horizon Yearw/o Project Duvall Ave. NE @NE 8th Street Horizon Year with Project Duvall Ave. NE @NE 7th Place Current Volumes Duvall Ave. NE @NE 7th Place Horizon Year w/o Project Duvall Ave. NE @NE 7th Place Horizon Year with Project Hoquiam Ave. NE@ Site Access Horizon Year w!Project Left Turn Storage Guidelines: Figure 910-8 Right Turn Lane Guidelines: Figure 910-11 LM-CIP I. LM-HlP 3. LM-PlP 5. LM-C2P 7. LM-H2P 9. LM-P2P 11. LM-C3P 13. LM-H3P 15. LM-P3P 17. LM-C4P 19. LM-H4P 20. LM-P4P 21. LM-C5P 22. LM-H5P 23. LM-P5P 24. LM-C6P 25. LM-H6P 27. LM-P6P 29. LM-C7P 31. LM-H7P 32. LM-P7P 33. LM-C8P 34. LM-HSP 35. LM-PSP 3(i LM-P9P 37. Christopher Brown (JJ Associates 9688 Rainier Ave. ~- &attic, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909 Land Use: 210 Single-Family Detached Housing Description Single-family detached housing includes all single-family detached homes on individual lots. A typical site surveyed is a suburban subdivision. Additional Data The number of vehicles and residents have a high correlation with average weekday vehicle trip ends. The use of these varl;;1bles Is limited, however, because the numbers of vehicles and residents was often difficult to obtain or predict. The number of dwelling units is generally used as the independent variable of choice because it is usually readily available, easy to project and has a high correlation with average weekday vehicle trip ends. This land use Included data from a wide variety of units with different sizes, price· ranges, locaijoris and ages. Consequently, there was a wide variation In trips generated within this category. As expected, dwell!ng units that were larger In size, more expensive, or farther away from the central business district (CB D) had a higher rate of trip generation per unit than those smaller In size, less expensive, or closer to the CBD. other factors, such as geographic location and type of adjacent and nearby development, may also have had an effect on the i.ite trip generation. Single-family detached units had the highest trip generation rate per dwelling unit of all resid.ential uses, because they were the largest units In size and had more residents and more vehicles per unit than other residential land uses; they were generally located farther away from shopping centers, employment areas and other trip attractors than other resldentlal land uses; and they generally had fewer alternate modes of transportation available, because they were typically not as concentrated as other residential land uses. The peak hour of the generatl'>r typically coincided with the peak hour of the adjacent street traffic. The sites were surveyed from the late 1960s to the 2000s throughout the United States and Canada. Source Numbers .1, 4, 5, 6, 7, 8, 11, 12, 13, 14,.16, 19, 20, 21, 26, 34, 35, 36, 38, 40, 71, 72, 84, 91, 98, 100., 105, 108.110, 114,117,119,157,167,177,187,192,207,211,246,275,283,293,300,319,320, 357,384,435,550,552,579 Trip Generation, 7th Edition 268 Institute of Transportation Engineers Single-Family Detached Housing (210) Average Vehicle Trip Ends vs: Dwelling Units On a: Weekday Number of Studies: 350 Avg. Number of Dwelling Units: 197 Directional Distribution: 50% entering, 50% exiting Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 9.57 4.31 · 21.85 3.69 Data Plot and Equation . 30,000 ----------------------------~ ] .g. I- "' ~ j J II I- . ___ .------------· 20,000 -... -........ ' ....... -.. --·---. ........... ·:· .......... -: ........ . .,..,.",,..,,': ,,,."" . //'./_:.-·' 10,000 • ' · · · · · · · · · · · -· · · · · · · • · · · ·,; ... · · · ·"' ,,,, .. " : X / 0 0 1000 2000 ..... _,." X Actual Data Points_ X = Number of Dwelling Units --Fitted Curve ' ------Average Rate Fitted Curve Equation: Ln(T) = 0.92 Ln(X)·+ 2.71 R2 = 0.96 / X 3000 Trip Generation, 7th Edition 269 Institute of Transportation Engineers Single-Family Detached Housing (210) Average Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Number of Studies: 274 Avg. Number of Dwelling Units: 201 Directional Distribution: 25% entering, 75% exiting Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.75 0.33 2.27 0.90 Data Plqtand Equation 3,000 -.----------------------------~ ... ~··· .... 2;000 ............... '. -~ / ,/ ........ ;;;"• ... 1,000 · · · · · · · · · · · · · · · · · · · · 0 0 X Actual Data Pofnts X X ,ooo X; Number of Dwelling Units -~' ,f:lttadCurve Fitted Curve Equation: T = 0.70(X) + 9.43 Trip Generation, 7th Edition 270 . •,• .... 2000 ,,- / ,,,,.,, .. ,-' ------Ava,.age Rata R2 = 0.89 X 3000 Institute of Transportation Engineers Single-Family Detached Housing (210) Average Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 302 Avg. Number of Dwelling Units: 214 Directional Di.stribution: 63% entering, 37% exiting Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Devlation 1.01 0.42 2.98 1.05 Data Plot and Equation · 3,000 .-----------------------------,-,,-,-,--,. X 2,000 · · · · · · · · · · · · · · · · · · · • • • · · · .· · · • · · . ,, .,, .,,.,"" ,/ .,,,,"' / ;,--:--....... --. ,/,/,/ X '/////:/. ,,.,/ 1,000 · · X Actual Data Points XX,/" ...... ).':. . . . .. X .,,". ,,.,-" ' 1000 X = Number of Dwalllng Uni.ts Fitted Curve Fitted Curve Equation: Ln{T) = 0.90 Ln(X) + 0.53 Trip Generation, 7th Edition 271 2000 3000 -----• Average Rate R 2 =0.91 Institute of 11ransportatlon Engineers Weather :SUNNY Counted by:CWW/RHR Board I :D4-1027 Surface :DRY !UNION AV NE !Southbound Start I City of Renton Transportation Syste,s Division Traffic Operations 2005 Studies CARS/PEDESTRIANS,HEAVY VEHICLES !NE 4rH ST !UNION AV NE !Westbound I I Northbound I !NE 4TH ST !Eastbound I Study Na1e: TMC072P Site Code : 00000000 Start Date: 06/19/05 Page : 2 Tioe I Left Thru Right Other! Left Thru Right Other! Left Thru Right other I Left Thru Right llntvl. other! Total Peak Hour Analysis By Entire Intersection for the Period: l&:08 on 08/19/05 to 17:45 on 08/19/05 Ti,e I 1&: 15 I 16: 15 I 1&: 15 Vol. I 158 89 !Sc 31 % 8&1 65 131 104 Pct. I 39.3 22.1 37,8 0.71 9.2· 83.1 6.2 I. 21 42. 7 Total I 402 I 1035 I 243 High I H,:15 I 17:00 I 16:15 Vol. I 47 20 42 11 21 2311 18 31 28 Total I 110 I 272 I 68 PHF I 0.914 I 0.951 I 0.893 # UNION AV NE "'CARS/PEDESTRIANS ~HEAVY VEHICLES "' 3#"' 1451"' 871"' 1561 A #A 7JA 21A 21 =====#=====l=====l=====I 3 # 152 89 I 158 I # I ·. 74 &I 31!. 4 25, I 22 65 74 189 ===== 328 18 I 16:15 41 1B9 1.61 13. 7 I 1370 I 17:00 01 Sc I 368 I 0.931 # # # # # # 1055 77.0 289 "' ,, 119 8.6 26 13 I I 71 0.51 I I II 13 \ # Inbound ·wi##################### I Outbound 402 328 # ###################### NE 4TH 1117 ST 15C 861 104 ===================:== 189 "' 186 3 InbocLnd -------------Octt b O LLn d "'1039 Total 1055 ·" 16 119 "' 118 1 1370 1117 2487 Total 730 Inbound Outbound Total ·" 62 3 "'834 27 65 861 1035------------- 1274"' 94 2309 ..... 96 --==================- 61 1055 158 1274 Inbound 243 NE 4TH ST ####################### Outbound 304 ###################### "' 7 # Total 547 # 7 # 119 I"' 991"' 731"' 61#"' 4 # 89 I ·• 5 I .. , 1 I ·" 0#·'' IZl # 96 1=====1=====1=====#===== # ===== 104 I 74 I 61 # 4 # 304 # # UNION AV NE # II\ / I \ I North I Weather :SUNNY Counted by:RHR Board I :~-1027 Surface :DRY IDUVALL AV NE I Southbound Start I Ti•• I Left Thru Right City of Renton Transportation Syst,,, Division Traffic Operations 20\15 Studies CARS/PEDESTRlANS,HEAVY VEHICLES INE 4TH ST IDUVALL AV NE I Westbound I Northbound I I Otherl Left Thru Right Other I Left Thru INE 4TH ST I eastbound I Right Otherl Left Thru Study Na,,: TMC103P Sit, Cod,: 00000000 Start Date: 08/11/05 Page : 2 l!ntvl. Right Otherl Total Peak Hour Analysis By Entire Intersection for the Period: 16:00 on 08/11/05 to 17:45 on 08/11/05 I Tioe I 16:45 I 16:45 I 16:45 Vol, I 311 36 336 31 19 755 l&S 01 32 Pct. I 45.3 5.2 48.9 0.41 2.0 811. 1 17.B 0.01 48.4 Total I f,86 I 942 I 6& High I 16:45 I 17:00 I 17:30 Vol. I 88 13 92 01 4 203 46 01 5 Total I 193 I 253 21 m= I 0.889 I 0.931 I 0,786 # DUVALL AV NE "'CARS/PEDESTRIANS AHEAVY VEHICLES ~ 3#~ 3331"' 35]~ 3071 A #A 31" 11A 41 =====#=====l=====l=====I 3 # 33& I 3& I 311 I # I . # Inbound J##################### !Outbound NE 4TH ST Total 1123 33& 755 32 ==-=--=======--======= "'254 255 ·" 1 Inbound -------------Outbound 1028 3& "'1003 Total A "'. 25 3& 0 ####################### "' 1 # 1320 1123 2443 Inbocmd Outbound Total &8& 445 1131 && 91 157 22 9 33.3 13. & 10 1&8 22 255 -==== 445 4 I 16:45 I 31 255 1028 36 11 4.51 19. 3 n.a 2,7 0.01 I 1320 I 17:00 I 21 67 271 11 11 I 350 I I 0,943 I # # # # # # # ###################### "' 1&8 A 0 1&8 "' 726 ·" 29 755 Inbound Outbound Total 942------------- 1348"' 18 2290 A 1 19 ===================== 9 1028 1348 311 NE. 4TH ST ###################### # l •. # # # # # # 30 i~ 321~ 221~ 9#~ 3 3& IA 01" 01A 0#" 0 /I\. 19 l=====l=====I=====#===== ===== I 32 I '22 9 # 3 ') 1 I I # DUVALL AV NE I # I I \ I North I 05/12/2006 08:46 FAX 425 430 7376 w,ather , SUIIN'I Counted by,CWW/RHR Board i ,T-0919 S.urface :DRY ) RENTON TRANS. SYS. City of Renton Transportation Syste,, Division Traffic Operations 2005 Studies ~RS/PEDESTRIANS,HEAVY VEHICLES T ~002 Study NaH: TMC843P Site Code : 00~ start Date: lf//28/05 Page : 2 I !UNION AV NE I NE SUNSET BL I UH OIi AV NE !NE St.mET Bl I Southbound I Westbound I Northbound I Eastbound Start I I I I I Intvl. The I L,ft Thru Right otherl Left Thru Right Other I Left Thru Right Other! left Thru Right otherl Total Peak Hour Analysis By Entire lnt,rsection for the Period: 16:0iil on 07/28/05 to 17:45 on 07/28/05 l Tilt I 17:00 I 17:00 I 17:00 Vol. I 61 72 121 51 178 855 49 81 70 Pct. I 23,5 27, 7 4", 7 J.91 16,3 78,4 4.4 0. 71 22.5 Total l 259 I 10911 I 310 High I 17:45 I 17:00 I 17:45 Vol, I 20 21 37 II 44 22'l 7 21 21 Total I 79 I 282 I 95 PIF I 11.8211 I ll.%6 I 0.816 -cARS/PEDESTRIANS AHEAVY VEHICLES # UNION AV NE -5#~ 1181-711-&11 A #A 31A 11A 01 =====#= . ==I===== I===== I 5 # 121 I 72 I &l I # I I ;'·/:} # >'·'"·· ··:.'~#########IHI########## NE SUNSET BL 121 104& 855 70 =======~==:=========== 147 -143 4 Inbound -------------oc,t bound ~ 922 Total 951 ,,.. 29 ~ .58 58 .~ 0 ~ 12 # 11&8 104& 2214 Inbound I Outbound · Total Inbound Outbound Total 259 334 593 310 308 618 138 99 "·5 31. 9 31 49 138 147 334 41 I 17:00 JI 147 0.91 12,5 # # II # # # I 1168 I 17:311 21 37 I Jll'l I 0. 945 951 81,4 250 I 58 121 4.9 1.01 I I 17 51 I I a 8 # ###################### ~ 48 ,, 1 -839 1 e, 49 855 Inbound Outbound Total 1090------------- 1111 ~ 175 221211 ..... 3 178 ==-======~~========== 99 951 1111 &1 NE SUNSE.T BL ###################### # 12 .. , It # # 58 i~ 701-1351-97#~ 3 72 1~ 01A 31A 2#'~ 0 178 1-----1-----1--~--11----- /1\ / I \ # # ('"') # ===== I 70 I 138 I 99 # 3 308 I I # UNION AV NE # I North I 05/12/2006 08:46 FAX 425 430 7376 RE.~TON TRANS. SYS. ' w,ath,r ,SlfflY Countod by,CWW/RHR Boar<! • ,n2-1s0 c ... r,face : DRY ·, I DUVAU. AV NE I Southbound Start I TiH I Left Thru Right City of Renton Transportation 5y~te1s Division Traffic Operation, ~0S Studi,s CARS/PEDESTRIANS,HEAVY VloHIClES I NE SUNSET BL I DUVALL AV NE I Westbound I other! Left Thru Right I Northbound I Other I Left Thru Right T I NE SUNSET BL I eastbound I lil] 004 Study Nao,: TMCll44P Site Code : 0~ Start Date: 09/118/05 Pag• : i: llntvl. Other! Left Thru Right Other! Total Peak Hour Analysis By Entire Int,rsection for the Period: l&:00 on. ll'!/1111/05 to 17:45 on 09/08/05 I I 71 0.81 I I 01 Ti1e I lc:45 I 1£.:45 I H,:45 Vol, I 83 579 2&9 51 138 51,4 72 21 142 Pl:t. I 8.8 &1,8 28,7 0.51 17, 7 72.& 9.2 0.21 31. 2 Total I 93(, 77& I 455 High I 10145 I 17:15 I lc:45 Vol. I 24 147 69 01 32 lM 17 01 47 Total I 2.\11 213 I 133 1W I 8.975 I 8,911 I 8.855 "'CARS/PEDESTRIANS # DUVALL AV NE ~HEAVY VEHICLES "' 5#"' 2641"' 5671"' 831 A #A SIA 121~ 01 -----#=-=~-,---=-J-----1 252 59 S5.3 12., 74 72 252 255 12 I !&145 21 <!55 0,41 311. 7 # II # # I 82'l I 17:30 01 &9 I 233 I 0.8S'l 439 52,9 123 128 15,4 41 I I 5 # 2&9 I 579 I 83 I ===== tt 2 .,··· ) # I I 579 II A -:, " . # Inbound 93& ####################### I Out bo cmd 579 NE SUNSET BL Total 1515 269 975 564 142 ====================-~ ..... 252 255 A 3 Inbound 829 -------------Outbound 975 ~ 432 Total 1804 439 A 7 "" i25 128 ,,, 3 ####################tt## "' 7 # 7 A # Inbound Outbound Tot al 128 1~ 579 1 ···, 455 845 1300 14121 I"' 21·"' 251 1 # ###################### "' 70 .. , 2 72 ~ 540 .~ 24 5&4 Inbound Outbound Total 776------------- 581 "'133 . 1357 _..._ 5 138 1~ ( ·' ... ===================== 59 439 581 83 N~ SUNSET SL ###################### # 59#>'\, 2 0#''' 0 II\ # # # # 138 1-~--~1-----1---==tt-----I I \ ===== I 142 I ·=-C'"-=-~..,~ I 59 # 2 I 845 I I # North ) # DUVALL AV NE I # I 'f TRAFFIC VOLUME SUMMARY l"'i": a.J E-C:T I~.· P/ {'C-J' I NT EIS l!C T ION OF : f~ /,:,0 #1 . ·~ . T IME_f~--TO :5,-5' CATE //F P: Pf.AK HOUR £,,;,:, J2 ~) E::c. :s+!::x::urc. We.s+-b 0-.:f'C Ncr.-f"\.CC ul"\d Sc v-+kto.:fiC! TIME I L s R I L s R I L s I I L s I I I I I I 7/io _ £.J/i" ;;,7 '1 /:9 -1-3 I er J-I I -'JlJS' ,..../Jjb .PY ;/5' 8 ~ 16 L,. ,a ]'b -J/t./f o/'"" '1 lf ; /I., /0 2. //fJ' -5'5D iDo 2L-/ 2. f1D 5"' I a-,t,-S"/5 -17/D 29 ~ //8 1 2.. S"J'r-~:.J/J Cf~ 271 :7-It/ I II z I 2.c.-x 71-I ;:/- _f-"y 7 _qc,'y I I I I . S' ")< 2-J_ /Jr!.(... q ;2. I Fc41.5?,s I I . 'Cr t,,,/,f(C,dcr ( I 2 I 7 I 7J 5' o-S-3'" l!t/1-11--' 113 -:ii) I rS -::;- I I I TOTALS I I ~ of TOTAL 15 • ""'' -,-cn::i 2f1 ;2/-S- 2.?6 %8 2<J1 Yo:2- Preliminar Plat of Langley Meadows NE 4th Street/Union Avenue NE Current P.M. Peak Hour File LM-ClP SIGNAL97/TEAPAC[Ver 1.02.12] -Summary of Parameter Values Intersection Parameters METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C s NODELOCATION 0 0 Approach Parameters APPLABELS N E s GRADES . 0 .0 . 0 PED LEVELS 5 5 5 PARKINGS IDES NONE NONE NONE PARKVOLUMES 0 0 0 BUSVOLUMES 0 4 0 RIGHTTURNONREDS 5 0 5 UPSTREAMVC .00 .00 .00 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT VOLUMES 152 89 158 65 861 96 61 74 104 WIDTHS 12.0 12.0 . 0 .0 24.0 12. 0 12.0 12.0 . 0 LANES 1 l 0 0 2 l 1 1 0 UTILIZATIONS .00 .00 .oo .00 .00 .00 .00 .00 .00 TRUCKPERCENTS 1. 0 . 0 1. 0 1. 0 1. 0 . 0 . 0 . 0 . 0 PEAKHOURFACTORS . 92 .92 .92 .92 .92 .92 .92 .92 .92 ARRIVAL TYPES 3 3 3 3 3 3 3 3 3 ACTUATIONS YES YES YES YES YES YES YES YES YES REQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 MINIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 STARTUPLOST 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ENDGAIN 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1. 00 l. 00 l. 00 l. 00 l. 00 l. 00 l. 00 l. 00 l. 00 DELAYFACTORS l. 00 l. 00 l. 00 l. 00 l. 00 1. 00 1. 00 l. 00 1. 00 NSTOPFACTORS 1. 00 l. 00 l. 00 l. 00 l. 00 1. 00 l. 00 l. 00 1. 00 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM SATURATIONFLOWS 1595 1829 0 0 3508 403 1610 1846 0 Phasing Parameters SEQUENCES 73 73 PERMISSIVES NO NO NO NO LEADLAGS ::JVERLAPS YES YES YES YES OFFSET CYCLES 90 110 10 PEDTIME 3REENTIMES 16.63 12.54 13.59 31.24 YELLOWTIMES 4.00 4.00 4.00 4.00 CRITICALS 2 8 12 6 RT 119 .0 0 .00 . 0 .92 3 YES 4.0 5.0 2.0 2.0 1900 l. 00 l. 00 1. 00 NORM 0 05/18/06 14:25:51 w . 0 5 NONE 0 4 0 .00 TH LT 1055 189 24.0 12.0 2 1 .00 .oo 1. 0 1. 0 .95 .92 3 3 YES YES 4.0 4.0 5.0 5.0 2.0 2.0 2.0 2.0 1900 1900 l. 00 l. 00 1. 00 1. 00 l. 00 l. 00 NORM NORM 3493 1787 NONE NONE .00 1 .0 0 Preliminar Plat of Langley Meadows NE 4th Street/Union Avenue NE Current P.M. Peak Hour File LM-ClP SIGNAL97/TEAPAC[Ver 1.02.12] -Capacity Analysis Summary Intersection Averages: Sq 73 **/** I \ North I Degree of Saturation (v/c) .72 Vehicle Delay 29.6 Phase 1 + * * + * * <+ * *> V Phase 2 Phase 3 **** <* * +> ++++> * * + ++++ * * + V Phase 4 ++++> ++++ V ++++ <++++ **** V ------------------------------------------------- G/C= .185 G/C= .139 G/C= .151 G/C= .347 G= 16. 6 11 G= 12. 5" G= 13. 6" G= 31. 2" Y+R= 4 .0 11 Y+R= 4. 0" Y+R= 4. 0" Y+R= 4. 0" OFF= .0% OFF=22.9% OFF=41. 3% OFF=60.8% 05/18/06 14:25:23 Level of Service C C= 90 sec G= 74.0 sec= 82.2% Y=l6.0 sec= 17.8% Ped= .0 sec= .0% ------------------------------------------------------------------------------- I Lane IWidth/1 g/C I Service Ratel Adj I Group Lanes Reqd Used @C (vph) @E Volume I HCM I L 190% Maxi v/c Delay S Queue ------------------------------------------------------------------------------- N Approach 43.0 D+ ---------------------===---------=--=-----========----==================---==== I RT LT+TH 1 12/1 I .187 I .185 I 12/1 .227 .185 157 I 183 286 I 332 160 I . 542 I 269 .796 35.3 I D+I 164 ftl 47.5 *D 275 ft ------------------------------------------------------------------------------- S Approach 45.7 D ----------=-----------==-----========---------====-=====================---==== I RT LT+TH I . 1211 I .143 I .139 I 12/1 .189 .139 53 I 63 209 I 244 61 I .272 I 193 .751 35.3 I D+I 66 ftl 48.9 *D 208 ft ------------------------------------------------------------------------------- E Approach 33.0 C ------------------======------=-=====-=-==============---=======--=======--==== TH+RTI 24/2 I . 333 I LT 12/1 .378 . 3 4 7 I 10 6 8 II 12 18 ·I 10 0 7 I . 8 2 7 I .347 92 129 104 .743 31.7 I C I 413 ftl 44.9 *D+ 85 ft ------------------------------------------------------------------------------- W Approach 20.1 C+ ==-=--=====--===========--------=====-----========----========================= TH+RTI 24/2 I .391 I LT 12/1 .198 . 543 I 1847 I 1895 I 1240 I . 654 I .151 94 258 205 .759 15.4 I B I 356 ftl 48.5 *D 219 ft Preliminar Plat of Langley Meadows \fE 4th Street/Union Avenue NE 2008 P.M. Peak Hour w/Adjacent Developments File LM-HlP 3IGNAL97/TEAPAC[Ver 1.02.12] -Summary of Parameter Values Intersection Parameters "!ETROAREA 3IMULATION PERIOD l,EVELOFSERVICE \fODELOCATION NONCBD 15 C S 0 0 Approach Parameters \PPLABELS 3RADES ?ED LEVELS ?ARKINGSIDES ?ARKVOLUMES 3USVOLUMES UGHTTURNONREDS JPSTREAMVC N . 0 5 NONE 0 0 5 .00 Movement Parameters 10VLABELS TOLUMES HDTHS ..ANES JTILIZATIONS CRUCKPERCENTS 'EAKHOURFACTORS ffiRIVALTYPES ,CTUATIONS <EQCLEARANCES UNIMUMS lTARTUPLOST (NDGAIN :DEALSATFLOWS 'ACTORS lELAYFACTORS !STOPFACTORS lROUPTYPES ,ATURATIONFLOWS RT 163 12.0 1 .00 1. 0 .92 3 YES 4.0 5.0 2.0 2.0 1900 1. 00 1. 00 1. 00 NORM 1595 TH 117 12.0 1 .00 • 0 .92 3 YES 4.0 5.0 2.0 2.0 1900 1. 00 1. 00 1. 00 NORM 1833 Phasing Parameters ,EQUENCES 'ERMISSIVES lVERLAPS :YCLES ;REENTIMES 'ELLOWTIMES :RITICALS 88 NO YES 90 5.37 4.00 3 LT 178 . 0 0 .00 1.0 .92 3 YES 4.0 5.0 2.0 2.0 1900 1. 00 1. 00 1. 00 NORM ALL NO YES 110 7.60 4.00 2 0 E . 0 5 NONE 0 4 0 .00 .0 RT TH 74 1200 24.0 LT 126 12.0 1 .00 . 0 .92 RT 80 12. 0 1 .00 .0 .92 0 .00 1. 0 .92 3 YES 4.0 5.0 2.0 2.0 1900 1. 00 1. 00 1. 00 NORM 0 NO YES 10 5.37 4.00 9 2 .00 1. 0 .92 3 YES 4.0 5.0 2.0 2.0 1900 1. 00 1. 00 1. 00 NORM 3514 3 YES 4.0 5.0 2.0 2.0 1900 1. 00 1. 00 1. 00 NORM 1805 :JO YES 3 YES 4.0 5.0 2.0 2.0 1900 1. 00 1. 00 1. 00 NORM 1610 8.33 26.59 4.00 4.00 6 11 s . 0 5 NONE 0 0 5 .00 TH 97 12.0 1 .00 . 0 .92 3 YES 4.0 5.0 2.0 2.0 1900 1. 00 1. 00 1. 00 NORM 1846 LT 136 .0 0 .00 . 0 .92 3 YES 4.0 5.0 2.0 2.0 1900 1. 00 1. 00 1. 00 NORM 0 LEADLAGS OFFSET PEDTIME 12.74 4.00 12 RT 157 .0 0 .00 . 0 .92 3 YES 4.0 5.0 2.0 2.0 1900 1. 00 1. 00 1. 00 NORM 0 05/18/06 14:31:09 w . 0 5 NONE 0 4 0 .00 TH LT 1487 202 24.0 12.0 2 1 .00 .00 1.0 1.0 . 95 . 92 3 3 YES YES 4.0 4.0 5.0 5.0 2.0 2.0 2.0 2.0 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM 3496 1787 NONE .00 .0 NONE 1 0 0 reliminar Plat of Langley Meadows ,E 4th Street/Union Avenue NE 2008 P.M. Peak Hour w/Adjacent Developments File LM-HlP 3IGNAL97/TEAPAC[Ver 1.02.12] -Capacity Analysis Summary [ntersection Averages: Degree of Saturation (v/c) .91 Vehicle Delay 46.1 05/18/06 14:30:46 Level of Service D ------------------------------------------------------------------------- Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 3q 88 '* /** ------------------------------------------------------------------------- I \ iorth I + + * + + * <+ + *> V + * + * <+ * V + +> + + + + <* + +> * + + * + + ++++ <++++ **** V +> + + + ++++ + <++++ <+ **** ****> ++++> **** ++++ V V ------------------------------------------------------------------------- G/C= .060 G/C= .084 G/C= .060 G/C= .093 G/C= . 295 G/C= .142 G= 5. 4 11 G= 7. 6" G= 5. 4 II G= 8. 3" G= 26. 6" G= 12. 7" Y+R= 4. 0" Y+R= 4. 0" Y+R= 4. 0 11 Y+R= 4. 0" Y+R= 4. 0" Y+R= 4 .0" OFF= .0% OFF=l0.4% OFF=23.3% OFF=33.7% OFF=47.4% OFF=81.4% ------------------------------------------------------------------------- C= 90 sec G= 66.0 sec= 73.3% Y=24.0 sec= 26.7% Ped= .0 sec= .0% ------------------------------------------------------------------------------- Lane IWidth/1 g/C I Service Ratel Adj I Group Lanes Reqd Used @C (vph) @E Volume I HCM IL 190% Maxi v/c Delay S Queue ------------------------------------------------------------------------------- N Approach 49.8 D =====· ======================================== .================================ I 1211 I RT LT+TH 12/1 .194 I .252 .375 I .189 495 I 192 597 I 341 172 I 320 .288 I .925 20.0 I BI 135 ftl 65.9 *E+. 326 ft ·------------------------------------------------------------------------------ S Approach 36.9 D+ =====----=========-============-=====---====---=-=-=====--===================== I 1211 I RT LT+TH 12/1 .151 I .218 . 326 I .189 410 I 193 524 I 343 82 I 253 .156 I . 727 21.7 I C+[ 69 ft! 41.8 D+ 257 ft ·------------------------------------------------------------------------------ E Approach 35.6 D+ :====------=--====--====-======---===---====-----=--====----===-=====--======== TH+RTI 24/2 I LT 12/1 .424 I .166 .432 I 1417 I 1520 I· 1384 I .093 1 149 137 .911 I .820 32.5 I C I 494 ftl 66.7 *E+ 155 ft ·------------------------------------------------------------------------------ W Approach 54.9 D ·=-==---===----=========-============----==-======----==-======----==-======-== TH+RTI 24/2 I LT 12/1 . 514 I .206 .481 I 1605 I 1683 I 1736 ll.031 I .142 67 240 220 .870 53.8 l*D I 566 ft[ 64.0 *E+ 237 ft )reliminar Plat of Langley Meadows 05/18/06 rn 4th Street/Union Avenue NE 14:33:29 mos P.M. Peak Hour w/Langley Meadows File LM-PlP ,IGNAL97/TEAPAC[Ver 1.02.12] -Summary of Parameter Values Intersect ion Parameters 1ETROAREA NONCBD ,IMULATION PERIOD 15 ~EVELOFSERVICE C s JODELOCATION 0 0 Approach Parameters ,PPLABELS N E s w ;RADES . 0 .0 . 0 . 0 'EDLEVELS 5 5 5 5 'ARKINGSIDES NONE NONE NONE NONE 'ARKVOLUMES 0 0 0 0 lUSVOLUMES 0 4 0 4 tIGHTTURNONREDS 5 0 5 0 JPSTREAMVC .00 .00 .00 .00 Movement Parameters 10VLABELS RT TH LT RT TH LT RT TH LT RT TH LT TOLUMES 163 117 180 76 1210 126 80 97 136 157 1499 202 HDTHS 12.0 12.0 . 0 . 0 24.0 12.0 12.0 12.0 . 0 . 0 24.0 12.0 ..ANES 1 1 0 0 2 1 1 1 0 0 2 1 JTILIZATIONS .00 .00 .oo .00 .00 .00 .00 .00 .00 .00 .oo .00 '.RUCKPERCENTS 1. 0 . 0 1. 0 1.0 1. 0 . 0 . 0 . 0 . 0 . 0 1. 0 1. 0 'EAKHOURFACTORS .92 .92 .92 .92 .92 .92 .92 . 92 .92 .92 .95 . 92 ffiRIVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ,CTUATIONS YES YES YES YES YES YES YES YES YES YES YES YES <EQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 UNIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ,TARTUPLOST 2.0 . 2. 0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 rnDGAIN 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 :DEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 'ACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 JELAYFACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 ISTOPFACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 lROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM ,ATURATIONFLOWS 1595 1833 0 0 3514 1805 1610 1846 0 0 3496 1787 Phasing Parameters ,EQUENCES 88 ALL 'ERMISSIVES NO NO NO NO LEADLAGS NONE NONE JVERLAPS YES YES YES YES OFFSET .00 1 '.YCLES 90 110 10 PEDTIME . 0 0 lREENTIMES 5.37 7.60 5.37 8.33 26.59 12.74 'ELLOWTIMES 4.00 4.00 4.00 4.00 4.00 4.00 '.RITICALS 3 2 9 6 11 12 Preliminar Plat of Langley Meadows iE 4th Street/Union Avenue NE 2008 P.M. Peak Hour w/Langley Meadows File LM-PlP ,IGNAL97/TEAPAC[Ver 1.02.12] -Capacity Analysis Summary Intersection Averages: Degree of Saturation (v/c) .91 Vehicle Delay 47.6 05/18/06 14:33:07 Level of Service D 3q 88 •*/** Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 I \ forth I + + * + + * <+ + *> V G/C= .060 G= 5 .4" Y+R= 4. 0" + * + * <+ * V G/C= G= Y+R= + +> + + + + .084 7. 6" 4. O" <* + +> * + + * + + G/C= .060 G= 5. 4 11 Y+R= 4.QH G/C= G= Y+R= + ++++ ++++ + <++++ <++++ <+ **** V **** +> ****> ++++> + **** ++++ + V V .093 G/C= .295 G/C= .142 8. 3" G= 26 .6" G= 12. 7" 4. 0" Y+R= 4. 0" Y+R= 4. 0" OFF= .0% OFF=l0.4% OFF=23.3% OFF=33.7% OFF=47.4% OFF=Bl.4% C= 90 sec G= 66.0 sec= 73.3% Y=24.0 sec= 26.7% Ped= .0 sec= .0% I Lane [Width/I g/C I Service Ratel Adj I Group Lanes Reqd Used @C (vph) @E Volume I HCM / L /90% Maxi v/c Delay s Queue N Approach 51.1 D --------------==---=--==------===-----===---======--==-===--=================== I RT LT+TH I 1211 I 12/1 S Approach .194 I . 253 .375 I .189 495 I 192 597 I 341 172 I 323 .288 I .934 20.0 I B I 135 ftl 67.7 *E 329 ft 36.9 D+ ===--==--==-====-=======-================-===================================== I RT LT+TH 1 12/1 I .151 I 12/1 .218 E Approach .326 I .189 410 I 193 524 I 343 82 I 253 .156 I .727 21.7 I C+/ 69 ftl 41.8 D+ 257 ft 36.5 D+ ------=----~-===---=--==---=--===------==---==-===--======--==============-==== TH+RTI 24/2 I LT 12/1 W Approach TH+RT I 24/2 I LT 12/1 .428 I .166 .518 I .206 .432 I 1416 1 -1519 I· 1398 I .093 1 149 137 .920 I .820 .481 I 1605 I 1683 I 1749 1 1.039 I .142 67 240 220 .870 33.6 I C I 499 ft/ 66.7 *E+ 155 ft 57.1 E+ 56.2 /*E+/ 570 ftl 64.0 *E+ 237 ft Preliminar Plat of Langley Meadows 05/18/06 )uvall Avenue NE/NE 4th Street 14:35:23 :::urrent Year File LM-C2P SIGNAL97/TEAPAC[Ver 1.02.12] -Summary of Parameter Values Intersection Parameters VIETROAREA NONCBD SIMULATION PERIOD 15 t,EVELOFSERVICE C s ',"ODELOCATION 0 0 Approach Parameters \PPLABELS N E s w }RADES . 0 . 0 . 0 . 0 ?EDLEVELS 5 5 5 5 ?ARKINGSIDES NONE NONE NONE NONE ?ARKVOLUMES 0 0 0 0 3USVOLUMES 4 4 0 4 ZIGHTTURNONREDS 15 0 5 0 JPSTREAMVC .00 .00 .00 .00 Movement Parameters 10VLABELS RT TH LT RT TH LT RT TH LT RT TH LT JOLUMES 336 36 311 168 755 19 9 221 321 36 1028 254 HDTHS 12.0 12.0 12.0 11. 0 24.0 12.0 . 0 14.0 .0 . 0 24.0 12.0 :.ANES 1 1 1 1 2 1 0 1 0 0 2 1 JTILIZATIONS .00 .00 .00 .00 .00 .00 .00 .00 .oo .00 .00 .00 rRUCKPERCENTS 1. 0 . 0 1.0 1.0 1.0 . 0 . 0 .0 . 0 .0 1. 0 1. 0 ?EAKHOURFACTORS .92 .92 .92 . 92 .92 .92 .92 . 92 .92 . 92 .92 . 92 \RRIVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ~CTUATIONS YES YES YES YES YES YES YES YES YES YES YES YES rnQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 UNIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ,TARTUPLOST 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ,NDGAIN 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 [DEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 >ACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 )ELAYFACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 '1STOPFACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 3ROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM ,ATURATIONFLOWS 1569 1900 951 1517 3574 466 0 1452 0 0 3529 1787 Phasing Parameters ,EQUENCES 13 ALL 'ERMI S S IVES NO NO NO NO LEADLAGS NONE NONE JVERLAPS YES YES YES YES OFFSET .00 1 :YCLES 90 110 10 PEDTIME .0 0 3REENTIMES 38.98 16.79 22.23 [ELLOWTIMES 4.00 4.00 4.00 :RITICALS 8 12 5 05/18/06 14:35:02 Preliminar Plat of Langley Meadows Duvall Avenue NE/NE 4th Street Current Year File LM-C2P SIGNAL97/TEAPAC[Ver 1.02.12] -Capacity Analysis Summary Intersection Averages: Degree of Saturation (v/c) .75 Vehicle Delay 33.3 Sq 13 **/** I \ North I Phase 1 + + + + + + <+ + +> V <* * *> * * * * * * G/C= .433 G= 39. 0" Y+R= 4. 0" OFF= .0% Phase 2 Phase 3 + + ++++ <+ <**** ++++ **** V ++++> ++++> ++++ ++++ V V G/C= .187 G/C= .247 G= 16.8" G= 22. 2" Y+R= 4. 0" Y+R= 4. 0" OFF=47.8% OFF=70.9% Level of Service C C= 90 sec G= 78.0 sec= 86.7% Y=12.0 sec= 13.3% Ped= .0 sec= .0% ------------------------------------------------------------------------------- I Lane IWidth/1 g/C I Service Ratel Adj I Group Lanes Reqd Used @C (vph) @E Volume I HCM IL 190% Maxi v/c Delay S Queue ------------------------------------------------------------------------------- N Approach 20.3 C+ =============================================================================== RT TH LT 12/1 12/1 12/1 .298 .131 .433 .664 .433 .433 1010 730 339 1042 823 412 349 39 338 .335 .047 .820 6.7 14.8 34.9 A 147 ft B+ 28 ft C 241 ft ------------------------------------------------------------------------------- S Approach 47. 2 D ========================---==========-============-----=======-================ I LT+TH+RTI 14/1 I .463 I .433 I 543 I 629 I 593 j . 943 I 47 .2 j *D I 420 ft j ------------------------------------------------------------------------------- E Approach 45.2 D ========================-----========--==-========-------====================== RT TH LT 11/1 24/2 12/1 . 207 .284 .159 .247 .247 .247 250 664 64 375 883 101 183 821 21 .488 . 930 .183 30.0 49. 1 27.5 C 173 ft *D 389 ft C+ 25 ft ------------------------------------------------------------------------------- W Approach 25.5 ========================--==-========-============------======================= TH+RT[ 24/2 I .367 I .478 I 1607 I 1687_1_1156 I ,6§5 J __ l,_9_._~_l_B I 379 ft! LT I 12/1 I .244 I .178 j 166 I 311 I 296 [ .928 I 68.7 [*EI 306 ftl )reliminary Plat of Langley Meadows )uvall Avenue NE/NE 4th Street 2008 with Adjacent Developments File LM-H2P 3IGNAL97/TEAPAC[Ver 1.02.12) -Summary of Parameter Values Intersection Parameters 1ETROAREA NONCBD ,IMULATION PERIOD 15 ,EVELOFSERVICE C s WDELOCATION 0 0 Approach Parameters ,PPLABELS N E s rnADES .0 .0 . 0 >ED LEVELS 5 5 5 >ARKINGSIDES NONE NONE NONE >ARKVOLUMES 0 0 0 lUSVOLUMES 4 4 0 GGHTTURNONREDS 15 0 5 JPSTREAMVC .00 .00 .00 Movement Parameters 10VLABELS RT TH LT RT TH LT RT TH LT TOLUMES 360 39 343 184 850 20 10 237 344 HDTHS 12.0 12.0 12.0 11.0 24.0 12.0 .. 0 14.0 . 0 .ANES 1 1 1 1 2 1 0 1 0 JTILIZATIONS .00 .00 .00 .00 .00 .00 .oo .00 .oo '.RUCKPERCENTS 1. 0 . 0 1. 0 1.0 1.0 .0 . 0 . 0 .0 >EAKHOURFACTORS .92 .92 .92 .92 .92 . 92 .92 .92 .92 ffiRIVALTYPES 3 3 3 3 3 3 3 3 3 ,CTUATIONS YES YES YES YES YES YES YES YES YES tEQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 HNIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ,TARTUPLOST 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 mDGAIN 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 :DEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 'ACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 JELAYFACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 !STOP FACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 ;ROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM ,ATURATIONFLOWS 1569 1900 941 1517 3574 330 0 1449 0 Phasing Parameters lEQUENCES 13 ALL 'ERMI SS IVES NO NO NO NO LEADLAGS JVERLAPS YES YES YES YES OFFSET '.YCLES 90 110 10 PEDTIME ;REENTIMES 38.93 16.06 23.01 'ELLOWTIMES 4.00 4.00 4.00 '.RITICALS 8 12 5 RT 39 . 0 0 .00 . 0 . 92 3 YES 4.0 5.0 2.0 2.0 1900 1. 00 1. 00 1. 00 NORM 0 05/18/06 14:43:29 w . 0 5 NONE 0 4 0 .00 TH LT 1148 272 24.0 12.0 2 1 .00 .00 1. 0 1. 0 .92 .92 3 3 YES YES 4.0 4.0 5.0 5.0 2.0 2.0 2.0 2.0 1900 1900 1. 00 1.00 1. 00 1.00 1. 00 1. 00 NORM NORM 3529 1787 NONE NONE .00 1 .0 0 'reliminary Plat of Langley Meadows Juvall Avenue NE/NE 4th Street 1008 with Adjacent Developments File LM-H2P ;rGNAL97/TEAPAC[Ver 1.02.12] -Capacity Analysis Summary :ntersection Averages: 05/18/06 14:43:07 Degree of Saturation (v/c) .82 Vehicle Delay 43.0 Level of Service D+ ,q 13 '* /** I \ Jorth I Phase 1 + + + + + + <+ + +> V <* * *> * * * * * * G/C= .433 G= 38.9" Y+R= 4.0" OFF= .0% Phase 2 + + <+ **** ++++> ++++ V G/C= .178 G= 16.1" Y+R= 4.0" OFF=47.7% Phase 3 ++++ <**** ++++ V ++++> ++++ V G/C= .256 G= 23.0" Y+R= 4.0" OFF=70.0% C= 90 sec G= 78.0 sec= 86.7% Y=l2.0 sec= 13.3% Ped= .o sec= .0% ·------------------------------------------------------------------------------ Lane IWidth/1 g/C I Service Ratel Adj I Group Lanes Reqd Used @C (vph) @E Volume I HCM I L 190% Maxi v/c Delay S Queue ·------------------------------------------------------------------------------ N Approach 27.5 C+ =======-=========================----=====-=======-----====-=======---========= RT TH LT 12/1 12/1 12/1 .313 .132 .469 .655 .433 .433 994 729 334 1028 822 407 375 42 373 . 365 .051 .916 7.2 14.8 49. 2 A 162 ft B+ 30 ft D 266 ft ·------------------------------------------------------------------------------ S Approach 65.5 E+ LT+TH+RTI 14/1 I .490 J .433 j 541 J 627 j 637 jl.016 J 65.5 l*E+I 452 ftl ·------------------------------------------------------------------------------ E Approach 59.0 E+ ===========·=================================================================== RT TH LT 11/1 24/2 12/1 .217 .308 .161 .256 .256 .256 265 702 45 388 914 71 200 924 22 .515 1.011 .262 29.9 66.0 28.4 C 187 ft *E+ 432 ft C 25 ft ------------------------------------------------------------------------------- W Approach 30.2 C ;============================================================================== TH+RT I 2_4_/2 I . 4 00 I ~4 79 I 1610 I : 6 8 9 J____1:_~!'._?_~I . 7 64__1 __ 2_1. 4 I _c:+ I 42 3 ft I LT I 12/1 I .288 I .172 I 1 I 288 j 296 I .964 I 86.8 l*F I 377 ftl Preliminary Plat of Langley Meadows 05/18/06 Duvall Avenue NE/NE 4th Street 14:47:15 2008 with Langley Meadows File LM-P2P SIGNAL97/TEAPAC[Ver 1.02.12] -Summary of Parameter Values Intersection Parameters METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVI CE C s NODELOCATION 0 0 Approach Parameters APPLABELS N E s w GRADES . 0 .0 . 0 . 0 PEDLEVELS 5 5 5 5 PARKINGS IDES NONE NONE NONE NONE PARKVOLUMES 0 0 0 0 BUSVOLUMES 4 4 0 4 RIGHTTURNONREDS 15 0 5 0 UPSTREAMVC .00 .00 .00 .00 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 360 39 343 184 862 20 10 237 344 39 1162 272 WIDTHS 12.0 12.0 12.0 11. 0 24.0 12.0 . 0 14.0 . 0 . 0 24.0 12.0 LANES 1 1 1 1 2 1 0 1 0 0 2 1 UTILIZATIONS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 TRUCKPERCENTS 1. 0 . 0 1. 0 1. 0 1.0 . 0 . 0 . 0 .0 . 0 1.0 1. 0 PEAKHOURFACTORS .92 .92 .92 .92 .92 . 92 . 92 .92 . 92 .92 .92 .92 ARRIVAL TYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS YES YES YES YES YES YES YES YES YES YES YES YES REQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 MINIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 STARTUPLOST 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ENDGAIN 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 DELAYFACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 NSTOPFACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM SATURATIONFLOWS 1569 1900 941 1517 3574 330 0 1449 0 0 3529 1787 Phasing Parameters SEQUENCES 13 ALL PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET .00 1 CYCLES 90 110 10 PEDTIME .0 0 GREENTIMES 38.93 16.06 23.01 YELLOWTIMES 4.00 4.00 4.00 CRITICALS 8 12 5 Preliminary Plat of Langley Meadows Duvall Avenue NE/NE 4th Street 2008. with Langley Meadows File LM-P2P SIGNAL97/TEAPAC[Ver 1.02.12] -Capacity Analysis Summary Intersection Averages: 05/18/06 14:46:55 Degree of Saturation (v/c) .83 Vehicle Delay 44.0 Level of Service D+ Sq 13 **/** I \ North I Phase 1 + + + + + + <+ + +> V <* * *> * * * * * * G/C= .433 G= 38.9" Y+R= 4.0" OFF= .0% C= 90 sec Phase 2 + + <+ **** ++++> ++++ V G/C= .178 G= 16.1" Y+R= 4.0" OFF=47.7% Phase 3 · I ++++ <**** ++++ V ++++> ++++ V G/C= .256 G= 23.0" Y+R= 4.0" OFF=70.0% G= 78.0 sec= 86.7% Y=l2.0 sec= 13.3% Ped= .0 sec= .0% ------------------------------------------------------------------------------- I Lane 'Width/I g/C I Service Ratel Adj I Group Lanes Reqd Used @C (vph) @E Volume I HCM I L 190% Maxi v/c Delay S Queue ------------------------------------------------------------------------------- N Approach 27.5 C+ =============================================================================== RT TH LT 12/1 12/1 12/1 . 313 .132 .469 .655 .433 .433 994 729 334 1028 822 407 375 42 373 .365 .051 .916 7.2 14.8 49.2 A 162 ft B+ 30 ft D 266 ft ------------------------------------------------------------------------------- S Approach 65.5 E+ ------=====------=======------=======---==========--=====-----=====--======---- JLT+TH+RTJ 14/1 I .490 I .433 I 541 I 627 I 637 11.016 J 65.5 l*E+I 452 ftl ------------------------------------------------------------------------------- E Approach 62.2 E+ =-=========--------======-===========----====================================== RT TH LT 11/1 24/2 12/1 .217 .311 .161 .256 .256 .256 265 702 45 388 914 71 200 .515 937 1.025 22 . 2 62 29. 9 C 69.8 *E 28.4 C 187 ft 439 ft 25 ft ------------------------------------------------------------------------------- W Approach 30.4 C ===========----------===--------=====------------=-=-=========--=======----==== TH+RTI 24/2 I .4D4 I .479_Ll6~o J 1689_113~5_1_-_"7_2_3 I -~~-1 c+I 428 ftl LT I 12/1 I .244 I .178 I 166 I 311 I 296 I .928 I 68.7 l*E I 306 ftl ------------------------------------------------------------------------------- Preliminar Plat of Langley Meadows Hoquiam Avenue NE/NE 4th Street Current P.M. Peak Hour File LM-C3P SIGNAL97/TEAPAC(Ver 1.02.12) -Summary of Parameter Values Intersection Parameters METROAREA NONCBD SIMULATION PERIOD 15· LEVELOFSERVICE C s NODELOCATION 0 0 Approach Parameters 11.PPLABELS N E s GRADES . 0 .0 . 0 PEDLEVELS 5 5 0 PARKINGS IDES NONE NONE NONE PARKVOLUMES 0 0 0 BUS VOLUMES 0 4 0 RIGHTTURNONREDS 5 5 0 UPSTREAMVC .00 .00 .00 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT VOLUMES 47 0 16 28 754 0 0 0 0 WIDTHS 12.0 . 0 12.0 . 0 24.0 . 0 . 0 . 0 . 0 LANES 1 0 1 0 2 0 0 0 0 UTILIZATIONS .00 .00 .00 .00 . 00 .00 .00 .00 .00 rRUCKPERCENTS . 0 . 0 . 0 1. 0 1.0 . 0 . 0 . 0 . 0 PEAKHOURFACTORS .92 .92 .92 .92 . 92 .92 . 92 .92 .92 !\.RRIVALTYPES 3 3 3 3 3 3 3 3 3 !\.CTUATIONS YES YES YES YES YES YES YES YES YES REQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 .11INIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 STARTUPLOST 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ENDGAIN 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 E'ACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 )ELAYFACTORS 1. 00 1. 00 1.00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 ~STOPFACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 }ROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM 3ATURATI0NFLOWS 1610 0 1805 0 3530 0 0 0 0 Phasing Parameters SEQUENCES 11 11 PERMISSIVES NO NO NO NO LEADLAGS )VERLAPS YES YES YES YES OFFSET :YCLES 90 110 10 PEDTIME }REENTIMES 18. 49 63.51 \'ELLOWTIMES 4.00 4.00 :RITICALS 1 11 RT 0 . 0 0 .00 . 0 .92 3 YES 4.0 5.0 2.0 2.0 1900 1. 00 1. 00 1. 00 NORM 0 05/18/06 14:52:43 w . 0 5 NONE 0 4 0 .00 TH LT 1320 51 24.0 12.0 2 1 .00 .00 1. 0 1.0 .95 .92 3 3 YES YES 4.0 4.0 5.0 5.0 2.0 2.0 2.0 2.0 1900 1900 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 NORM NORM 3546 582 NONE NONE .00 1 .0 0 Preliminar Plat of Langley Meadows Hoquiam Avenue NE/NE 4th Street Current P.M. Peak Hour File LM-C3P SIGNAL97/TEAPAC[Ver 1.02.12] -Capacity Analysis Summary Intersection Averages: Sq 11 **/** I \ North I Degree of Saturation (v/c) .46 Vehicle Delay Phase 1 * + * + <* +> G/C= .205 G= 18.5" Y+R= 4.0" OFF= .0% Phase 2 ++++ ****> ++++ <++++ G/C= .706 G= 63.5" Y+R= 4.0" OFF=25.0% 6.7 05/18/06 14:52:15 Level of Service A C= 90 sec G= 82.0 sec= 91.1% Y= 8.0 sec= 8.9% Ped= .0 sec= .0% ------------------------------------------------------------------------------- I Lane !Width/I g/C I Service Ratel Adj I Group Lanes Reqd Used @C (vph) @E Volume I HCM I L 190% Maxi v/c Delay S Queue ------------------------------------------------------------------------------- N Approach 29.2 C =======-================-----====----====-------==---=====-----============---- RT LT 1 12/1 I .137 I .205 I 12/1 .124 .205 195 I 222 325 I 368 46 I 17 .139 I .046 29.4 l*C I 28.7 C 46 ftl 25 ft ------------------------------------------------------------------------------- E Approach 5.2 A ========================-================-----====-=======---==============---- TH+RT I 24/2 I . 292 I . 706 I 2491 I 2491 I 845 J . 339 I 5.2 I A I 156 ftl ------------------------------------------------------------------------------- W Approach 6.6 A ;=======================--=-=====-=-=====------===-==-====----=============---- TH LT I 24/2 I .422 I .706 I 2502 I 2502 I 1389 I 12/1 .198 .706 37S 411 . 55 .555 I .134 6.7 J*A I 257 ftl 4.5 A 25ft ------------------------------------------------------------------------------- Preliminar Plat of Langley Meadows 05/18/06 Hoquiam Avenue NE/NE 4th Street 14:56:10 2008 P.M. Peak Hour with Adjacent Developments File LM-H3P SIGNAL97/TEAPAC[Ver 1.02.12] -Summary of Parameter Values Intersection Parameters METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C s NODELOCATION 0 0 Approach Parameters APPLABELS N E s w GRADES . 0 . 0 . 0 . 0 PED LEVELS 5 5 0 5 PARKINGS IDES NONE NONE NONE NONE PARKVOLUMES 0 0 0 0 BUSVOLUMES 0 4 0 4 RIGHTTURNONREDS 5 5 0 0 UPSTREAMVC .00 .00 .00 .00 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 63 0 24 39 841 0 0 0 0 0 1458 70 WIDTHS 12. 0 . 0 12.0 . 0 24.0 . 0 . 0 .0 .0 . 0 24.0 12.0 LANES 1 0 1 0 2 0 0 0 0 0 2 1 UTILIZATIONS .00 .oo .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 TRUCKPERCENTS . 0 . 0 .0 1. 0 1.0 .0 . 0 . 0 . 0 . 0 1. 0 1.0 PEAKHOURFACTORS .92 .92 .92 .92 .92 .92 . 92 .92 .92 .92 .95 .92 ARRIVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS YES YES YES YES YES YES YES YES YES YES YES YES REQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 MINIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 STARTUPLOST 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ENDGAIN 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 DELAYFACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 NSTOPFACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM SATURATIONFLOWS 1610 0 1805 0 3525 0 0 0 0 0 3546 511 Phasing Parameters SEQUENCES 11 11 PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET .00 1 CYCLES 90 110 10 PEDTIME . 0 0 GREENTIMES 18.49 63.51 YELLOWTIMES 4.00 4.00 CRITICALS 1 11 Preliminar Plat of Langley Meadows Hoquiam Avenue NE/NE 4th Street 2008 P.M. Peak Hour with Adjacent Developnents File LM-H3P SIGNAL97/TEAPAC[Ver 1.02.12] -Capacity Analysis Summary Intersection Averages: Sq 11 **/** . I \ North I Degree of Saturation (v/c) Phase 1 * + * <* + +> G/C= .205 G= 18.5" Y+R= 4.0" OFF= .0% Phase 2 ++++ ****> ++++ <++++ G/C= .706 G= 63.5" Y+R= 4.0" OFF=25.0% .50 Vehicle Delay 7.3 05/18/06 14:55:46 Level of Service A C= 90 sec G= 82.0 sec= 91.1% Y= 8.0 sec= 8.9% Ped= .0 sec= .0% I Lane IWidth/1 g/C I Service Ratel Adj I Group Lanes Reqd Used @C (vph) @E Volume I HCM I L 190% Maxi v/c Delay s Queue N Approach 29.6 C ==--------=--------=------==--==--------=--------=====-=======--==-====-==----- RT LT I 1211 I .143 I .205 I 12/1 .127 .205 E Approach 195 I 222 325 I 368 63 I .190 I 2 6 . 070 29.8 l*C I 28.9 C 5.4 A 63 ftl 26 ft ~======-=======--============================--===========================----- TH+RTI 24/2 j .318 j .706 I 2487 I 2487 I 951 I .382 I 5.4 I A I 176 ftl W Approach 7.2 A ==-----------------=-----===-===----=------------=====-=======-===========--=== TH LT I 24/2 I .458 I 12/1 . 259 .706 I 2502 I 2502 I 1535 I .614 I .706 324 360 76 .211 7.3 /*A I 284 ft/ 4.9 A 28ft Preliminar Plat of Langley Meadows 05/18/06 Hoquiam Avenue NE/NE 4th Street 14:57:54 2008 p .M. Peak Hour with Langley Meadows File LM-P3P SIGNAL97/TEAPAC[Ver 1.02.12] -Summary of Parameter Values Intersection Parameters METRO AREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C s NODELOCATION 0 0 Approach Parameters APPLABELS N E s w GRADES . 0 .o . 0 . 0 PEDLEVELS 5 5 0 5 PARKINGS IDES NONE NONE NONE NONE PARKVOLUMES 0 0 0 0 BUSVOLUMES 0 4 0 4 RIGHTTURNONREDS 5 5 0 0 UPSTREAMVC .00 .00 .00 .00 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 75 0 29 47 841 0 0 0 0 0 1458 84 WIDTHS 12. 0 . 0 12. 0 . 0 24.0 . 0 .0 . 0 . 0 . 0 24.0 12.0 LANES 1 0 1 0 2 0 0 0 0 0 2 1 UTILIZATIONS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .oo TRUCKPERCENTS . 0 . 0 . 0 1. 0 1.0 . 0 . 0 . 0 . 0 . 0 1. 0 1. 0 PEAKHOURFACTORS .92 .92 .92 .92 .92 .92 .92 .92 .92 .92 .95 .92 ARRIVAL TYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS YES YES YES YES YES YES YES YES YES YES YES YES REQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 MINIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 STARTUPLOST 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ENDGAIN 2 . 0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 DELAYFACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1.00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 NSTOPFACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM SATURATIONFLOWS 1610 0 1805 0 3520 0 0 0 0 0 3546 505 Phasing Parameters SEQUENCES 11 11 PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET .00 1 CYCLES 90 110 10 PEDTIME .0 0 GREENTIMES 18.49 63.51 YELLOWTIMES 4.00 4.00 CRITICALS 1 11 Preliminar Plat of Langley Meadows Hoquiam Avenue NE/NE 4th Street 2008 P.M. Peak Hour with Langley Meadows File LM-P3P SIGNAL97/TEAPAC[Ver 1.02.12] -Capacity Analysis Summary Intersection Averages: Sq 11 **/** I \ North I Degree of Saturation (v/c) Phase 1 * + * <* + +> G/C= .205 G= 18.5" Y+R= 4.0" OFF= .0% Phase 2 ++++ ****> ++++ <++++ G/C= .706 G= 63.5" Y+R= 4.0" OFF=25.0% .50 Vehicle Delay 7.5 05/18/06 14:57:34 Level of Service A C= 90 sec G= 82.0 sec= 91.1% Y= 8.0 sec= 8.9% Ped= .0 sec= .0% I Lane !Width/I g/C I Service Ratel Adj I Group Lanes Reqd Used @C (vph) @E Volume I HCM IL 190% Maxi v/c Delay s Queue N Approach 29.8 C --------------------------=-==------------=-------==-==-=========-=-=====-=-==- RT LT 1 12/1 I .149 I .205 I 12/1 .129 .205 E Approach 195 I 222 325 I 368 76 I .230 I 32 . 086 30.2 l*C I 29.0 C 5.5 A 75 ftl 32 ft -------------------------=-------------------------=--=--==-==----==--===-===== TH+RTI 24/2 I .320 j .706 j 2484 I 2484 j 960 I .386 I 5.5 j A j 178 ftl W Approach 7.2 A ------------------------------------------------------=-----==----==--=-=-===== TH LT I 24/2 I .458 I . 706 I 2502 I 2502 I 1535 I . 614 I 12/1 .292 .706 320 356 91 .256 7. 3 I *A I 2 84 ft I 5 .1 A 34 ft Two-Way Stop Control Page I of I TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst C. V. Brown Intersection NE 7th/Hoauiam Ave. NE ~gency/Co. Langley Meadows 'urisdiction Renton Date Performed 5/18106 Analvsis Year 2006 Analysis Time Period P.M. Peak Hour Proiect ID Lana/et Meadows LM-C4P EasUWest Street: NE 7th Street North/South Street: Hoauiam Avenue NE Intersection Orientation: North-South Studv Period hrs): 1.00 Vehicle Volumes and Adjustments Maior Street Northbound Southbound IAovement 1 . 2 3 4 5 6 L T R L T R Jolume 8 43 0 0 73 3 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR 8 46 0 0 79 3 Percent Heaw Vehicles 0 --0 -- 111edian Tvpe UndiVided ~T Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LT TR Uostream Sianal 0 0 Minor Street Westbound Eastbound IAovement 7 8 9 10 11 12 L T R L T R Volume 0 0 0 0 0 10 •eak-Hour Factor. PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourlv Flow Rate, HFR 0 0 0 0 0 10 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 =lared Approach N N Storage 0 . 0 RT Channelized 0 0 Lanes 0 0 0 0 1 0 ~onfiguration LTR Delav. Queue Lem1th. and Level of Service \pproach NB SB Westbound Eastbound l,1ovement 1 4 7 8 9 10 11 12 Lane Configuration LT LTR V (Vph) 8 10 ~ (m) (vph) 1528 986 vie 0.01 0.01 95% queue length 0.02 0.03 Control Delay 7.4 8.7 LOS A A ~pproach Delay --8.7 P.pproach LOS --A HCS2ooo™ Copyright© 2000 University of Florida, All Rights Reserved Version 4.1 file://C:\WIND0WS\TEMP\u2kD I C4. Tl\1P 5/18/06 Two-Way Stop Control Page I of I TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analvst C. V. Brown Intersection NE 7th/Hoquiam Ave. NE o.aencv/Co. Langley Meadows urisdiction Renton Date Performed 5/18/06 llnalvsis Year 2008 w!Adjacent Develop. o.nalvsis Time Period ,..,_M. Peak Hour Project ID LancJ/et Meadows LM-H4P EastNVest Street: NE 7th Street North/South Street: Hoauiam Avenue NE Intersection Orientation: North-South Studv Period (hrs\: 1.00 Vehicle Volumes and Adiustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 9 69 0 0 96 3 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 HOU~V Flow Rate, HFR 9 74 0 0 104 0 Percent Heavv Vehicles 0 --0 -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 ~onfinuration LT LT Unstream Sinnal 0 0 Minor Street Westbound Eastbound 111ovement 7 8 9 10 11 12 L T R L T R Jolume 0 0 0 1 0 11 Peak-Hour Factor. PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR 0 0 0 1 0 11 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 1 0 :;on figuration LTR Delav. Queue Lenllth, and Level of Service il,pproach NB SB Westbound Eastbound Vlovement 1 4 7 8 9 10 11 12 Lane Configuration LT LT LTR V (vph) 9 0 12 :; (m) (vph) 1500 1538 940 ~le 0.01 0.00 0.01 95% queue length 0.02 0.00 0.04 Control Delay 7.4 7.3 8.9 LOS A A A llpproach Delay --8.9 llpproach LOS --A HCS2000™ Copyright© 2000 University of Florida, All Rights Reserved Venion 4.1 file://C:\WINDOWS\TEMP\u2kDIC4.TMP 5/18/06 Two-Way Stop Control Pagel of 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information l\nalvst C. V. Brown Intersection NE 7th/Hoquiam Ave. NE l\aencv/Co. Langley Meadows Jurisdiction Rennton Date Performed 5/18106 o.na lysis Year 2008 w!Project Analysis Time Period P.M. Peak Hour Project ID Langley Meadows LM-P4P East/West Street: NE 7th Street North/South Street: Hoouiam Avenue NE Intersection Orientation: North-South Studv Period hrs): 1.00 Vehicle Volumes and Adiustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 18 41 0 0 112 3 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR 19 44 0 0 121 3 Percent Heaw Vehicles 0 --0 -- Median Tvoe Undivided KT Channelized 0 0 Lanes 0 1 0 0 1 0 ConfiQuration LT TR Upstream Signal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 0 1 0 21 >'eak-Hour Factor PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourlv Flow Rate, HFR 0 0 0 1 0 22 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 1 0 Confiauration LTR Delav. Queue Lenath, and Level of Service O.pproach NB SB Westbound Eastbound lllovement 1 4 7 8 9 10 11 12 Lane Configuration LT LTR V (vph) 19 23 : (m) (vph) 1475 927 vie 0.01 0.02 95% queue length 0.04 0.08 Control Delay 7.5 9.0 ' LOS A A l\pproach Delay --9.0 l\pproach LOS --A HCS2ooo™ C'.opyright © 2000 University of Florida, All Rights Reserved Version 4. l file://C:\WIND0WS\TEMP\u2k4334.TMP 5/18/06 Two-Way Stop Control Page I of2 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Sunset Blvd.!Hoquiam Ave. cllnalvst C. V. Brown Intersection cllnencv/Co. Lanalev Meadows NE Date Performed 5/18/06 Jurisdiction Renton Analysis Time Period 1/-'. M. Peak Hour nalvsis Year 2006 Project ID Langley Meadows LM-C5P East/West Street: NE Sunset Blvd. North/South Street: Hoauiam Avenue NE lntersecton Orientation: East-West Study Period lhrsl: 1-00 Vehicle Volumes and Adiustments Maior Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R tlolume 0 442 77 23 515 0 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR 0 480 83 24 559 0 Percent Heavv Vehicles 0 --0 -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 1 1 0 Configuration TR L T ~!ream Siana! 0 0 . Minor Street Northbound Southbound Movement 7 . 8 9 10 11 12 L T R L T R Volume 35 0 7 0 0 0 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR 38 0 7 0 0 0 Percent Heavv Vehicles 0 0 0 0 0 0 Percent Grade (%) 5 0 Flared Approach N N Storage .0 0 RT Channelized 0 0 anes 0 1 0 0 0 0 ~onfiauration LTR Delav. Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 7· 8 9 10 11 12 Lane Configuration L LTR ~ (vph) 24 45 C (m) (vph) 1019 245 f.,/c 0.02 0.18 95% queue length 0.07 0.67 Control Delay 8.6 23.0 LOS A C Approach Delay --23.0 Approach LOS --C C'.opyright iO 2000 University of Florida, A.II Rights Reserved Version 4. J file://C:\WIND0WS\TEMP\u2k4 l CO.TMP 5/18/06 Two-Way Stop Control Page 1 of2 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Sunset Blvd./Hoquiam Ave. Analvst C. V. Brown Intersection VE ll,nencv/Co. Lanaley Meadows lurisdiction Renton Date Performed 5118106 o.nalvsis Time Period P. M. Peak Hour na lysis Year 2008 wlad·acenl develop. Project ID ~analev Meadows LM-H5P East/West Street: NE Sunset Blvd. North/South Street: Hoauiam Avenue NE Intersection Orientation: East-West Study Period (hrs): 1.00 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 473 100 35 552 0 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR 0 514 108 38 599 0 Percent Heavy Vehicles 0 --0 -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 1 1 0 ".":onfiauration TR L T Upstream Siana! 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume 44 0 12 0 0 0 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR 47 0 13 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 5 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 0 0 ~onfiauration LTR Oelav. Queue Lenath. and Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LTR V (vph) 38 60 C (m) (vph) 969 216 v/c 0.04 0.28 95% queue length 0.12 1.14 Control Delay 8.9 28.0 LOS A D P-pproach Delay --28.0 Approach LOS --D Copyright© 2000 Cnivwity of Florida, All Rights Reserved Version 4.J file://C:\WIND0WS\TEMP\u2k4 l CO.TMP 5/18/06 Two-Way Stop Control Page I of 2 TWO-WAY STOP CONTROL SUMMARY General Information Site Information IAnalvst C. V. Brown Intersection Sunset Blvd.!Hoquiam Ave. IAnencv/Co. Lanalev Meadows NE ''urisdiction Renton Date Performed 5118106 nalysis Year 2008 w/Project IAnalvsis Time Period P. M. Peak Hour Project ID Lanalev Meadows LM-P5P East/West Street: NE Sunset Blvd. North/South Street: Hoquiam Avenue NE Intersection Orientation: East-West Studv Period rhrs\: 1.00 Vehicle Volumes and Adjustments Maior Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 473 110 41 552 0 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourlv Flow Rate, HFR 0 514 119 44 599 0 Percent Heavy Vehicles 0 --0 -- Median Type Undivided RT Channelized 0 . 0 Lanes 0 1 0 1 1 0 Configuration TR L T Unstream Sinnal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume 44 0 14 0 0 0 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR 47 0 15 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade(%) 5 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 0 0 '.:onfiguration LTR Delav. Queue Lenath. and Level of Service , ~pproach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LTR Iv (vph) 44 62 C (m) (vph) 960 214 Ivie 0.05 0.29 95% queue length 0.14 1.20 Control Delay 8.9 28.6 LOS A D Approach Delay --28.6 [Approach LOS --D C.Opyright © 2000 Cnin:rsity of Florida, All Rights Reserved Version 4.1 file://C:\WIND0WS\TEMP\u2k4ICO.TMP 5/18/06 Preliminar Plat of Langley Meadows 05/18/06 Duvall Avenue NE/NE Sunset Boulevard 15:02:39 ::urrent Year File LM-C6P SIGNAL97/TEAPAC[Ver 1.02.12] -Summary of Parameter Values Intersection Parameters '!ETROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C s SIODELOCATION 0 0 Approach Parameters 1\.PPLABELS N E s w 3RADES .0 . 0 . 0 . 0 E'EDLEVELS 5 5 5 5 E'ARKINGS IDES NONE NONE NONE NONE E'ARKVOLUMES 0 0 0 0 3USVOLUMES 0 4 0 4 ~IGHTTURNONREDS 15 0 0 0 JPSTREAMVC .00 .00 .00 .00 Movement Parameters 'IOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT TOLUMES 269 579 83 72 564 138 59 252 142 128 439 255 HDTHS . 0 24.0 12.0 .o 24.0 12.0 .0 24.0 12.0 . 0 24.0 12.0 :ANES 0 2 1 0 2 1 0 2 1 0 2 1 JTILIZATIONS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CRUCKPERCENTS 1.0 .0 1. 0 1.0 1. 0 . 0 . 0 .0 . 0 . 0 1. 0 1. 0 'EAKHOURFACTORS .92 .92 .92 .92 .92 . 92 .92 .92 .92 .92 .92 . 92 \RRIVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 \CTUATIONS YES YES YES YES YES YES YES YES YES YES YES YES ~EQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 UNIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ,TARTUPLOST 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ,NDGAIN 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 [DEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 >ACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 )ELAYFACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 ifSTOPFACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 ,ROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM lATURATIONFLOWS 0 3432 1031 0 3485 1805 0 3506 1805 0 3431 1787 Phasing Parameters ,EQUENCES 34 ALL 'ERMI S S IVES NO NO NO NO LEADLAGS NONE NONE lVERLAPS YES YES YES YES OFFSET .00 l '.YCLES 90 110 10 PEDTIME .0 0 sREENTIMES 10.64 25. 93 17.32 20.11 :ELLOWTIMES 4.00 4.00 4.00 4.00 '.RITICALS 9 2 12 5 Preliminar Plat of Langley Meadows Duvall Avenue NE/NE Sunset Boulevard Currenc Year File LM-C6P SIGNAL97/TEAPAC[Ver 1.02.12] -Capacity Analysis Summary Intersection Averages: 05/18/06 15:02:13 Degree of saturation (v/c) .76 Vehicle Delay 40.0 Level of Service D+ Sq 34 **/** I \ '<orth I ----------------------· -------------------------- Phase 1 <* + +> * + + * + + G/C= .118 G= 10 .6 11 Y+R= 4. 0" OFF= .0% Phase 2 * * + * * + <* * +> V + +> + + + + G/C= .288 G= 25. 9 11 Y+R= 4. 0" OFF=l6.3% Phase 3 **** G/C= G= Y+R= ++++ V .192 1 7. 3" 4. Q II OFF=49.5% Phase 4 ++++> ++++ V G/C= G= Y+R= **** <**** .223 20. l" 4. 0" OFF=73.2% C= 90 sec G= 74.0 sec= 82.2% Y=l6.0 sec= 17.8% Ped= .0 sec= .0% I Lane /Width// g/C / Service Rate/ Adj / Group Lanes Reqd Used @C (vph) @E Volume I HCM / L /90% Max/ v/c Delay S Queue N Approach 42.1 D+ ·----=------=------=---=---=------=-------------==-----==--=====-============== TH+RTI 24/2 I .313 I .288 I LT 12/1 .181 .288 S Approach 803 I 205 989 I 293 9051 .9151 90 .303 43.7 l*D+/ 403 ftl 25.6 C+ 81 ft 25.9 C+ ==---=-==--==-===-======--=====-=======----===--=====--================-======= TH+RT I 24/2 I .175 I . 451 I 1486 I 1580 I LT 12/1 .172 .118 1 197 E Approach 338 I .214 I 154 . 723 15.1 I B I 116 ft/ 49.7 *D 170 ft 43.6 D+ ~----=-------------=-------=---------------------=------=------=---=-======-=== TH+RTI 24/2 I .258 I .223 I LT 12/1 .170 .192 W Approach TH+RT I 24/2 I . 243 I . 223 I LT 12/1 .235 .192 546 I 196 537 I 194 779 1-342 767 I 339 691 I .887 I 150 .432 616 I .803 I 277 .805 45.9 l*D I 337 ftl 32,9 C 151 ft 41.9 D+ 3 9 . 3 I D+ I 3 0 0 ft I 47.8 *D 281 ft Preliminar Plat of Langley Meadows Duvall Avenue NE/NE Sunset Boulevard 2008 P.M. Peak Hour with Adjacent Developments File LM-H6P. SIGNAL97/TEAPAC[Ver 1.02.12] -Summary of Parameter Values Intersection Parameters METROAREA SIMULATION PERIOD LEVELOFSERVICE NODE LOCATION NONCBD 15 C S 0 0 Approach Parameters A.PPLABELS 3RADES PEDLEVELS PARKINGS IDES PARKVOLUMES BUSVOLUMES RIGHTTURNONREDS JPSTREAMVC N .0 5 NONE 0 0 15 .00 Movement Parameters "IOVLABELS vOLUMES iilIDTHS :.ANES JTILIZATIONS rRUCKPERCENTS ?EAKHOURFACTORS 'ffiRIVALTYPES '.CTUATIONS ~EQCLEARANCES 1INIMUMS 3TARTUPLOST ,NDGAIN EDEALSATFLOWS •ACTORS )ELAYFACTORS ,STOPFACTORS ;ROUPTYPES 3ATURATIONFLOWS RT 288 . 0 0 .00 1. 0 .92 3 YES 4.0 5.0 2.0 2.0 1900 1. 00 1. 00 1. 00 NORM 0 TH 620 24.0 2 .00 . 0 . 92 3 YES 4.0 5.0 2.0 2.0 1900 1.00 1. 00 1. 00 NORM 3431 LT 89 12. 0 1 .00 1. 0 .92 3 YES 4.0 5.0 2.0 2.0 1900 1. 00 1. 00 1. 00 NORM 1009 Phasing Parameters 3EQUENCES 'ERMI S S IVES lVERLAPS cYCLES 3REENTIMES cELLOWTIMES cRITICALS 34 NO YES 90 10.64 4.00 9 ALL NO YES 110 25.93 4.00 2 RT 77 .0 0 .DO 1.0 .92 3 YES 4.0 5.0 2.0 2.0 1900 1. 00 1. 00 1. 00 NORM 0 NO YES 10 17.32 4.00 12 E .0 5 NONE 0 4 0 .00 TH 611 24.0 2 .00 1.0 . 92 3 YES 4.0 5.0 2.0 2.0 1900 1. 00 1. 00 1. 00 NORM 3485 LT 148 12.0 1 .DO .0 .92 3 YES 4.0 5.0 2.0 2.0 1900 l. 00 1. 00 1. 00 NORM 1805 NO YSS 20.11 4.00 5 RT 63 . 0 0 .00 . 0 .92 3 YES 4.0 5.0 2.0 2.0 1900 1. 00 1. 00 1. 00 NORM 0 s . 0 5 NONE 0 0 0 .00 TH 270 24.0 2 • 0 0 . 0 .92 3 YES 4.0 5.0 2.0 2.0 1900 1. 00 1. 00 1. 00 NORM 3506 LT 152 12.0 1 .00 . 0 .92 3 YES 4.0 5.0 2.0 2.0 1900 1. 00 1. 00 1. 00 NORM 1805 LEADLAGS OFFSET PEDTIME RT 137 . 0 0 .00 . 0 .92 3 YES 4.0 5.0 2.0 2.0 1900 1. 00 1. 00 1. 00 NORM 0 05/18/06 15:05:20 w .0 5 NONE 0 4 0 .00 TH LT 488 273 24.0 12.0 2 1 . 00 . 00 1.0 1.0 . 92 . 92 3 3 YES YES 4.0 4.0 5.0 5.0 2.0 2.0 2.0 2.0 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM 3435 1787 NONE .00 .0 NONE 1 0 Preliminar Plat of Langley Meadows Duvall Avenue NE/NE Sunset Boulevard 2008 P.M. Peak Hour with Adjacent Developments File LM-H6P SIGNAL97/TEAPAC[Ver 1.02.12] -Capacity Analysis Summary Intersection Averages: Sq 34 **/** I \ North I Degree of Saturation (v/c) .82 Vehicle Delay 48.1 ----------------------·--------------------------- Phase 1 Phase 2 Phase 3 Phase 4 ------------------------------------------------- <* + +> * + + * + + * * + * * + <* * +> V + +> + + + + **** ++++ V ++++> ++++ V **** <**** ------------------------------------------------- G/C= .118 G/C= .288 G/C= .192 G/C= .223 G= 10. 6" G= 25. 9" G= 17.3" G= 20 .1" Y+R= 4 . 0 " Y+R= 4. 0" Y+R= 4. 0" Y+R= 4. 0" OFF= .0% OFF=16. 3% OFF=49.5% OFF=73.2% ------------------------------------------------- 05/18/06 15:05:01 Level of Service D C= 90 sec G= 74.0 sec= 82.2% Y=l6.0 sec= 17.8% Ped= .0 sec= .0% ------------------------------------------------------------------------------- I Lane IWidth/1 g/C I Service Ratel Adj I Group Lanes Reqd Used @C (vph) @E Volume I HCM I L 190% Maxi v/c Delay S Queue ------------------------------------------------------------------------------- N Approach 53.5 D ---==--====---====-=====-----=---====-----=----===-----=--====---==========--== TH+RTI 24/2 I .330 I .288 I LT 12/1 .189 .288 803 I 200 988 I 287 971 I .983 I 97 . 333 56.2 l*E+/ 433 ftl 25.9 C+ 87 ft ------------------------------------------------------------------------------- S Approach 27.6 C ----------=-----------==-----------==-----------==-----=---===---==========--== TH+RTI 24/2 I .180 I .451 I 1486 I 1580 I LT 12/1 .177 .118 1 197 361 I .228 I 165 . 775 15.2 I BI 124 ftl 54.8 *D 182 ft ------------------------------------------------------------------------------- E Approach 53.2 D --===-=====----=========---===-======-----=---====----==-=====---==========-=== TH+RTI 24/21 .272 I LT 12/1 .175 .223 I .192 546 I 196 779 I 342 I 748 I .960 I 161 .464 57.5 l*E+I 365 ft/ 33.2 C 163 ft ------------------------------------------------------------------------------- W Approach 48.6 D ===========================================---====-=====-====================== TH+RT I 24/2 I . 258 I . 223 I LT 12/1 .245 .192 537 I 194 767 I 339 679 I 297 .885 I .863 45.9 I DI 331 ftl 54.9 *D 302 ft Preliminar Plat of Langley Meadows Duvall Avenue NE/NE Sunset Boulevard 2008 P.M. Peak Hour with Langley Meadows File LM-P6P SIGNAL97/TEAPAC[Ver 1.02.12] -Summary of Parameter Values Intersection Parameters METROAREA NONCBD SIMULATION PERIOD 15· LEVELOFSERVICE C s NODELOCATION 0 0 Approach Parameters APPLABELS N E s GRADES .0 .0 . 0 PEDLEVELS 5 5 5 PARKINGS IDES NONE NONE NONE PARKVOLUMES 0 0 0 BUSVOLUMES 0 4 0 RIGHTTURNONREDS 15 0 0 UPSTREAMVC .00 .00 .00 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT VOLUMES 288 628 89 77 611 148 63 276 152 WIDTHS . 0 24.0 12.0 . 0 24.0 12.0 . 0 24.0 12.0 LANES 0 2 1 0 2 1 0 2 1 UTILIZATIONS .00 .oo .00 .00 .00 .00 .00 .00 .00 TRUCKPERCENTS 1.0 . 0 1. 0 1.0 1. 0 . 0 . 0 .0 . 0 PEAKHOURFACTORS .92 .92 .92 .92 .92 .92 .92 .92 .92 i\RRIVALTYPES 3 3 3 3 3 3 3 3 3 A.CTUATIONS YES YES YES YES YES YES YES YES YES REQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 MINIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 STARTUPLOST 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ENDGAIN 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 DELAYFACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 NSTOPFACTORS 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1.00 1. 00 3ROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM SATURATIONFLOWS 0 3433 1002 0 3485 1805 0 3508 1805 Phasing Parameters SEQUENCES 34 ALL PERMISSIVES NO NO NO NO LEADLAGS JVERLAPS YES YES YES YES OFFSET :CYCLES 90 110 10 PEDTIME 3REENTIMES 10.64 25.93 17.32 20.11 \:"ELLOWTIMES 4.00 4.00 4.00 4.00 :::RITICALS 9 2 12 5 RT 137 . 0 0 .OD . 0 .92 3 YES 4.0 5.0 2.0 2.0 1900 1. 00 1. 00 1. 00 NORM 0 05/18/06 15:07:27 w .0 5 NONE 0 4 0 .oo TH LT 488 273 24.0 12.0 2 1 .oo .00 1. 0 1. 0 .92 .92 3 3 YES YES 4.0 4.0 5.0 5.0 2.0 2.0 2.0 2.0 1900 1900 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 NORM NORM 3435 1787 NONE NONE .00 1 .0 0 Preliminar Plat of Langley Meadows Duvall Avenue NE/NE Sunset Boulevard 2008 P.M. Peak Hour with Langley Meadows File LM-P6P SIGNAL97/TEAPAC[Ver 1.02.12] -Capacity Analysis Summary Intersection Averages: Sq 34 **/** I \ North I Degree of Saturation (v/c) .82 Vehicle Delay 48.6 ---------------------·--------------------------- Phase 1 <* + +> * + + * + + G/C= .118 G= 10. 6" Y+R= 4. 0" OFF= .0% Phase 2 * * + * * + <* * +> Phase 3 V ++++ G/C= G= Y+R= + +> + + + + .288 25. 9" 4. 0" OFF=l6.3% **** V G/C= .192 G= 1 7. 3" Y+R= 4. 0 II OFF=49.5% Phase 4 ++++> ++++ V G/C= G= Y+R= **** <**** .223 20. l" 4. 0" OFF=73.2% 05/18/06 15:07:09 Level of Service D C= 90 sec G= 74.0 sec= 82.2% Y=l6.0 sec= 17.8% Ped= .0 sec= .0% I Lane I Width/ I g/C I Service Rate,. Adj I Group Lanes Reqd Used @C (vph) @E Volume I HCM I L 190% Maxi v/c Delay S Queue N Approach 55.3 E+ =====-======-=====================-============================================ TH+RT I 24/2 I . 332 I . 288 I LT 12/1 .190 .288 S Approach 803 I 198 989 I 285 980 I .991 I 97 .336 58.2 /*E+/ 437 ft/ 25.9 C+ 87 ft 27.5 C+ =-------=--=--==---=-==---=--==------=------=------==-----==--=====-=======-=== TH+RTI 24/21 .181 I .451 11487, 1581 I LT 12/1 .177 .118 1 197 E Approach 368 I .233 I 165 . 775 15.2 I B I 126 ft/ 54.8 *D 182 ft 53.2 D =-------=-----==---=--=---=-===------=-----==---=--==--=-===-==-=====--==-===-= TH+RTI 24/2 I .272 I LT 12/1 .175 W Approach .223 I .192 546 I 196 779 I 342 748 I .960 I 161 .464 57.5 /*E+I 365 ftl 33.2 C 163 ft 48.6 D =--------------=---=--=------==------=------=------==-----==--==-==--======-=== TH+RT I 24/2 I . 258 I LT 12/1 .245 .223 I .192 537 I 194 767 I 339 6791 .8851 297 .863 45.9 I DI 331 ft/ 54.9 *D 302 ft Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analvst C. V. Brown Intersection NE 8th/Duvall Ave. NE Aoencv/Co. Langley Meadows 'urisdiction Renton Date Performed 5118/06 Analvsis Year 2006 Analvsis Time Period P.M. Peak Hour Proiect ID Lanalev Meadows LM-C7P East/West Street: NE 8th Street North/South Street: Duvall Avenue NE Intersection Orientation: North-South Studv Period /hrs): 1.00 Vehicle Volumes and Adiustments Maior Street Northbound Southbound IAovement 1 2 3 4 5 6 L T R L T R Jolume 26 378 0 0 677 30 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourlv Flow Rate, HFR 28 410 0 0 735 32 Percent Heavv Vehicles 0 --0 -- Median Tyoe Undivided RT Channelized 0 0 Lanes 1 2 0 0 2 0 ":onfiauration L T T TR U=tream Sinnal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R llolume 0 0 0 15 0 64 Peak-Hour Factor PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourlv Flow Rate, HFR 0 0 0 16 0 69 Percent Heavy Vehicles 0 0 0 0 0 0 cercent Grade (%) 0 5 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 1 0 1 r.onfiauration L R Delau Queue Lennth-and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 6 9 10 11 12 Lane Configuration L L R (vph) 28 16 69 c (m) (vph) 856 230 620 ~le 0.03 0.07 0.11 95% queue length 0.10 0.22 0.38 Control Delay 9.3 21.8 11.5 LOS A C B Approach Delay --13.5 Approach LOS --B HCS2000™ C.Opyright (Q 2000 Cniversity ofFlorida, All Rights Reserved Version 4.1 file://C:\WIND0WS\TEMP\u2k8302.TMP 5/18/06 Two-Way Stop Control Page I of I Tl/l/0-WAY STOP CONTROL SUMMARY General Information Site Information l\nalyst C. V. Brown Intersection NE 8th/Duvall Ave. NE ~aencv/Co. Lanaley Meadows Jurisdiction Renton Date Performed 5/18/06 ~nalysis Year 2008 w/Adiacent Develoo. !Analysis Time Period P.M. Peak Hour Project ID Langley Meadows LM-H7P East/West Street: NE 8th Street North/South Street: Duvall Avenue NE Intersection Orientation: North-South Study Period (hrs): 1.00 Vehicle Volumes and Adiustments Major Street Northbound Southbound VIovement 1 2 3 4 5 6 L T R L T R Volume 28 405 0 0 725 32 Peak-Hour Factor PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR 30 440 0 0 788 34 "ercent Heavy Vehicles 0 --0 -- Median Tvoe Undivided RT Channelized 0 0 Lanes 1 2 0 0 2 0 Confiauration L T T TR Uostream Sianal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 0 16 0 69 Peak-Hour Factor PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourlv Flow Rate, HFR 0 0 0 17 0 74 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 5 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 1 0 1 Configuration L R Delav. Queue Lenath. and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L . L R V (Vph) 30 17 74 C (m) (vph) 816 206 595 vie 0.04 0.08 0. 12 95% queue length 0.11 0.27 0.43 Control Delay 9.6 24.0 11.9 LOS A C a ll.pproach Delay --14.2 ll.pproach LOS --a ffCS2000™ Copyright© 2000 Umversity of Florida, A.11 Rights Reserved Vcrsioa 4.) file:/ /C :I WIND0WSITEMP1u2k80. TMP 5/18/06 Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information <>,nalvst C. V. Brown Intersection NE 8th/Duvall Ave. NE <>,gency/Co. Langkey Meadows JurisdicUon Renton Date Performed 5118/06 Analvsis Year 2008 w!Develop <>,nalysis Time Period P.M. Peak Hour Proiect ID Lanalev Meadows LM-P7P East/West Street: NE 8th Street North/South Street: Duvall Avenue NE Intersection Orientation: North-South Studv Period (hrs): 1.00 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 28 414 0 0 735 32 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR 30 449 0 0 798 34 Percent Heavy Vehicles 0 --0 -- Median Tvoe Undivided RT Channelized 0 0 Lanes 1 2 0 0 2 0 ~onfiguration L T T TR Uostream Signal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R volume 0 0 0 16 0 69 Peak-Hour Factor PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourlv Flow Rate, HFR 0 0 0 17 0 74 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 5 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 1 0 1 . Configuration L R Delav, Queue Len11th and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L R IV (vph) 30 17 74 C (m) (vph) 809 201 591 vie 0.04 0.08 0.13 95% queue length 0. 12 0.28 0.43 Control Delay 9.6 24.6 12.0 LOS A C B °'pproach Delay --14.3 Approach LOS --B HCS2000™ Copyright© 2000 Unrversity of Florida, All Right& Reserved Version 4. J file//C:\WIND0WS\TEMP\u2k3240.TMP 5/18/06 Two-Way Stop Control Page I of 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analvst C. V. Brown Intersection NE 7th Place/Duvall Ave. NE Anencv/Co. Lanq/ey Meadows Jurisdiction Renton late Performed 5/18106 o.nalvsis Year 2006 Analvsis Time Period P.M. Peak Hour Proiect ID Lanq!ey Meadows LM-C8P East/West Street: NE 7th Place North/South Street: Duvall Avenue NE Intersection Orientation: North-South Studv Period Chrsl: 1.00 Vehicle Volumes and Adiustments Maior Street Northbound Southbound v10vement 1 2 3 4 5 6 L T R L T R i/olume 0 397 11 0 741 0 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.!)2 Hourlv Flow Rate, HFR 0 431 11 0 805 0 e>ercent Heavy Vehicles 0 --0 -- Median Tvoo Undivided RT Channelized 0 0 Lanes 0 2 0 1 2 0 Confiauration T TR L T Uruatream Sianal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R i/olume 1 0 7 0 0 0 Peak-Hour Factor PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR 1 0 7 0 0 0 >'ercent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) -5 0 Flared Approach N N Storage 0 0 RT Channelized 0 I 0 Lanes 0 1 0 0 0 0 Confiauration LTR Delav Queue Length. and Level of Service 11.pproach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LTR V (vph) 0 8 C (m) (vph) 1129 661 v/c 0.00 0.01 95% queue length 0.00 0.04 Control Delay 8.2 10.5 LOS A B Approach Delay --10.5 "'.pproach LOS --B HCS200o™ C.opyright © 2000 Cnivmity ofFlorida, All Righb Reserved Version 4. 1 file/IC \WIND0WS\TEMP\u2k81F4.TMP 5/18/06 Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information ~nalvst C. V. Brown Intersection NE 7th Place/Duvall Ave. NE Anencv/Co. Langley Meadows Jurisdiction Renton Date Performed 5118/06 Ana lvsis Year 2008 w!Adjacent develop. Analvsis Time Period P.M. Peak Hour Proiect ID Lanalev Meadows LM-H8P East/West Street: NE 7th Place North/South Street: Duvall Avenue NE Intersection Orientation: North-South Studv Peliod fhrs): 1.00 Vehicle Volumes and Adiustments Maior Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R volume 0 425 12 1 793 0 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourlv Flow Rate, HFR 0 461 13 1 861 0 Percent Heavv Vehicles 0 --0 -- Median Tvoe Undivided RT Channelized 0 0 anes 0 2 0 1 2 0 Configuration T TR L T ,.,.,,tream Siana! 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R <10Jume 1 0 8 0 0 0 Jeak-Hour Factor. PHF 0.92 0.92 0.92 0.92 0.92 0.92 -Jourly Flow Rate, HFR 1 0 8 0 0 0 "ercent Heavy Vehicles 0 0 0 0 0 0 "ercent Grade(%) -5 0 ·Jared Approach N N Storage 0 0 '!T Channelized 0 0 Lanes 0 1 0 0 0 0 :::onfiguration LTR Delav. Queue Len11th, and Level of Service 11.pproach NB SB Westbound Eastbound li1ovement 1 4 7 8 9 10 11 12 Lane Configuration L LTR V (vph) 1 9 ::: (m) (vph) 1099 647 vie 0.00 0.01 ~5% queue length 0.00 0.04 ::antral Delay 8.3 10.6 LOS A B O.pproach Delay --10.6 Approach LOS --B HCS2000™ Copyright© 2000 Cnivcrsity of Florida, All Rights Reserved Version 4.1 file://C:\WIND0WS\TEMP\u2k81F4.TMP 5/18/06 Two-Way Stop Control Page 1 of I TWO-WAY STOP CONTROL SUMMARY General Information Site Information ~nalvst C. V. Brown Intersection NE 7th Place/Duvall Ave. NE ~oencv/Co. Langley Meadows Jurisdiction Renton Date Performed 5118/06 IAnalvsis Year 2008 w!Deve/opment Analvsis Time Period IP.M. Peak Hour Proiect ID Lanolev Meadows LM-P8P ~astNVest Street: NE 7th Place North/South Street: Duvall Avenue NE Intersection Orientation: North-South Study Period firs): 1.00 Vehicle Volumes and Adiustments Maior Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 425 12 11 793 0 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 -lourlv Flow Rate, HFR 0 461 13 11 861 0 Percent Heavv Vehicles 0 --0 -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 1 2 0 ~onfiouration T TR L T Uru:tream Siana! 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R '-'olume 1 0 17 0 0 0 ~eak-Hour Factor. PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourlv Flow Rate, HFR 1 0 18 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) -5 0 =1ared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 0 0 sonfiouration LTR Delav. Queue Lenath, and Level of Service ll.pproach NB SB Westbound Eastbound "1ovement 1 4 7 8 9 10 11 12 Lane Configuration L LTR II (vph) 11 19 C (m) (vph} 1099 703 )IIC 0.01 0.03 95% queue length 0.03 0.08 Control Delay 8.3 10.3 LOS A B Approach Delay --10.3 Approach LOS --B HCS2000™ Copyright© 2000 University of Florida, All Rights Reserved Veniion 4.1 file://C:\WIND0WS\TEMP\u2k81F4.TMP 5/18/06 Two-Way Stop Control Page I of I TWO-WAY STOP CONTROL SUMMARY General Information Site Information O.nalvst C. V. Brown Intersection Site Access on Hoauiam Ave. l\aencv/Co. Langley Meadows Jurisdiction Renton Date Performed 5/18/06 Analvsis Year 2008 w!Deve/opment IAnalvsis Time Period "'.M. Peak Hour Proiect ID Langley Meadows LM-P9P East/West Street: Site Access North/South Street: Hoauiam Avenue NE Intersection Orientation: North-South Studv Period hrs): 1.00 Vehicle Volumes and Adiustments Mai or Street Northbound Southbound '"ovement 1 2 3 4 5 6 L T R L T R "olume 0 78 22 26 107 0 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourlv Flow Rate, HFR 0 84 23 28 116 0 Percent Heavv Vehicles 0 --0 -- Median Tvne Undivided RT Channelized 0 0 anes 0 1 0 0 1 0 r.onfiauration TR LT Uostream Siana! 0 0 Minor Street Westbound Eastbound "ovement 7 8 9 10 11 12 L T R L T R llolume 17 0 11 0 0 0 Peak-Hour Factor PHF 0.92 0.92 0.92 0.92 0.92 0.92 Houriv Flow Rate, HFR 18 0 11 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 =n Channelized 0 0 Lanes 0 0 0 0 1 0 r.onfiauration LR T Delav Queue Lenath. and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR T Iv (vph) 28 29 0 C (m) (vph) 1497 764 619 Ivie 0.02 0.04 0.00 95% queue length 0.06 0.12 0.00 Control Delay 7.5 9.9 10.8 LOS A A B Approach Delay --9.9 Approach LOS --A Hcs2000™ Copyright© 2000 Univi.:rsity of Florida, All Rights Resc;rved Version 4.) file://C:\WIND0WS\TEMP\u2k4384.TMP 5/18/06 "ti S' :! .. ·~ .., .. -ii. 'i' --o .,, ~ ),. -t;) ~ i ~ ),. ~ ii~ ~ s: -.. -:::, (Q <: ..... .,._ r ; !t C ... :, :ii en "' -i: C: 0 Cl»~; s: co (Q " -"' -9G> "> C ii !. :, "' u, ( +- C <ll E "' > 0 E QI C C L :::J +- <II -QI C ·-"' +- 'I- "' ....J QI C C L :::J ..... • > :i: Cl -0 +- 0 ... N lEf T TURN STORAGE GU I 0£l INES Unsi9nol il!;.ed intersection. T WO • I am!! h l ghwoy 25,--r----r-r~--,.---r---~-r......,~....-,.......~~.....-~---,~~~~~~---~~~~ 20+----t~--11--~~-+-~~~l--~~-1-~~~+-~~--l er,. 0 1i -:, KEY: ~ ~ Below curve, storage not needed for copac i ty. Above curve, storage recommended. 154--~--',~+---+~--+ ........ ~~-i-~~~--4-~~~+--~~--1~~-r-,~~~~~~~--,.......j 10.r-~~~~~:::;~~~~~::-~~-f-~~~1--~~-i~~~-t~~~-J-~~__J s I l I '-s:J >-..J :::-:,.. ~ I I I I 0 +---......... -+-~-------+------...... --+..c---.j ................. .__-J-.___......j __ --J 300 400 500 600 . 700 800 900 1000 I I 00 1200 Total OHV• •OHV is total volume from both directions. ••Speeds ore posted speed I imits., ( ( I > :c Cl 0 w ~ ::i ...J 0 > 80 ~ 60 ::i I- 1- ::c o 40 0:: 0::: ::i 0 :c 20 0 RIGHT-TURN LANE GUIDELINES Right-Turn Pocket or Toper <Figure 910-12ol Recommended Radius Only Recommended I Figure 910 -7 I 100 200 300 Right-Turn Lone !Figure 910-12bl Recommended 400 500 600 700 PEAK HOUR APPROACH VOLUME <OOHVl• • For two lone highways, use the peok hour approach volume ( through + right turn l • For multi lone, high speed (posted at 45 mph or obovel highways, use the right lone peak hour approach volume (through+ right turn!. Note: When alt three of the fol rowing conditions ore met, the right .turn DDHV is reduced by 20 VPH. 1. Posted speed 45 mph or under. 2. T,ght-turn volume greater thoh 40 VPH. 3. Totol approach volume less thon 300 VPH. lntersectlon5 At Grade Paga910-26 Right-Turn Lane Guidelines Figure 910-11 (Metric) Design Manual August 1997 Geotechnical Engineering Repor11::v1::LopM . c1ry of ~M'kANNING '"ON JAN 2 6 2007 Brookfield North Preliminary Plat RECEIVED Renron, Washington February 1, 2005 Prepared For: Cambridge Homes 1800 N.E. 44th Street, Suite 200 Renton, Washington 98056 Prepared By: Dennis Joule, P.E. 31700 S.E. 46th Street Fall City, Washington 98024 Consultant In Geotechnical Engineering ~ North Scale: 1 "=80' 450' / / I P-5/-S/~m Wa1¥1Tract / / ,--- I l'.ot 7 I TP-3 I --+--- ! ----- I I Lot 6 I _I --1 I , "' I I 1\ I I \ I ! \\ ,1 I '1 i I ' - ...... .... ::,: I I a i ,ij ':lS \ Loi 5 TP-2/ I I I ,--, ,--, "-) r.,.j Lo/4 ;;i r\ / Loh-~ I \ ~ J/ '1V I :=----·' : V) \ i / __ ----~-\1 TP 1 ------s~ _Lotz I / Lot 12 Lott Hoquiam Avenue N.E. TP-1 I Indicates Location of/he Backhoe Test Pits \\ \ ) I I I GEOTECHN!CAL INVEST/GA TION Brookfield North Preliminary Plat Ren!on, Weshington Dennis Joule, P.E 31700 5.E 46thStN,t F,U City, WuhinzL:,n 98~2( (U5)2U~MJ INTRODUCTION GEOTECHNICAL ENGINEERING REPORT Brookfield North Preliminary Plat Renton, Washington February 1, 2005 The project site, located northeast of the intersection of Hoquiam Avenue N.E. and N.E. 11th Court, is about two acres in area and approximately rectangular in plan. The planned development consists of creating fifteen single-family residential building lots, Tract "A" for storm water facilities, sidewalk, and utilities. INFORMATION PROVIDED A site plan, showing the site location, dimensions, topography, existing buildings, and proposed lot layout was provided by Offe Engineers, Civil Engineers of Renton. This information was used in preparing the drawing on the opposite page, which also shows the locations of the backhoe test pits. SCOPE The scope of work in this investigation included the following: 1. Subsurface exploration by means of five backhoe test pits, 2. Engineering evaluation and analysis of field data and published documents for the purpose of providing recommendations regarding the geotechnical aspects of site development, and 3. Preparation of this report in accordance with Chapter 18 of the U.B.C., presenting the findings and recommendations. Pagel FINDINGS Surface Conditions Project 1884 February 1, 2005 The western two thirds of the property is essentially flat (two percent slope to the northeast) with minor ground undulations. The eastern one-third slopes down toward the northeast at from ten to twenty five percent. At the time of the field investigation there were two existing residences, two sheds, and associated landscaping in the southwest portion of the site. The remainder of the site supported native grass and berry bushes, with some alder and fir trees. Geology The soils and land types of the King County Area formed largely in deposits of glacial drift laid down during the Vashon period of the Fraser glaciation late in the Pleistocene. This site is mapped as Vashon till (Vt)(Galster and Laprade 1991). The Vashon till consists of very dense, consolidated lodgement till that ranges in thickness to nearly one hundred feet and has a mantle of ablation till about three foot thick. The ablation till is loose, and it is in this material that soils of the Alderwood series formed. Subsurface Conditions The site is mapped by the U.S. Soil Conservation Service as Alderwood gravelly sandy loam (AgC). Within the twelve-foot maximum depth of exploration, the site is underlain by medium dense to dense very silty sand and firm to hard fine sandy silt, over moderately consolidated glacial till. Soil color mottling indicates that a high seasonal perched water table could be as shallow as about one foot below the surface. Specific soil and water table data is contained in the test pit logs in Appendix 'A'. CONCLUSIONS Seismic Considerations and Soil Liquefaction As with all land in the Puget Sound region, this property lies in Seismic Zone 3. Seismic hazards can be divided into two general categories, hazards due to ground rupture and hazards due to ground shaking. Since no faults are known to pass through the site, the possibility of earthquake induced ground rupture appears to be remote. Page 2 Project 1884 February 1, 2005 Even if severe ground shaking were to occur at the site, the soils encountered in the exploration will not liquefy because they do not have the characteristics of materials prone to liquefaction under dynamic loads. The sands encountered are too dense, and their hydraulic conductivity allows dissipation of excessive pour pressure. The silts are too compact, and can rely on the cohesive component of their shear strength. The underlying moderately consolidated glacial till is slightly cemented and too dense. Slope Stability The slopes within the eastern third of the site were field mapped and no evidence of deep-seated instability was observed. These slopes have certainly been subject to seismic activity in the past, therefore, the present stability of the slopes provides some evidence of future stability. Slope problems generally associated with the Alderwood soil profile occurs when thin sheets of the loose overlying soil slides off of the underlying more dense material. Within this property the slopes are mild (generally about fifteen to twenty percent) and the residential buildings are to be founded on the underlying medium dense soil and moderately consolidated glacial till. Compressible Soils No compressible soils were encountered. Seasonal Perched Groundwater The moderately consolidated glacial till underlying this property is relatively impermeable. Water landing on the site as rain, or water entering as off-site drainage percolates through the near surface permeable surface soils. It is then trapped on top of the less permeable soil and glacial till and must travel laterally on top of this layer. This groundwater should be anticipated in excavations made during or just following the wet season. See the test pit logs in Appendix 'A' for more specific groundwater information. RECOMMENDATIONS Removal of Existing Buildings The existing residences are to be razed or moved off the property. Removal of the buildings should include the removal of the concrete foundations and slabs, and existing buried utilities. Page 3 Moisture Sensitivity of On-Site Soils Project 1884 February 1, 2005 Near surface on-site soils are slightly plastic and sensitive to soil-water content. These materials tend to retain moisture, and become soft and muddy during wet weather. It may be difficult to operate construction equipment within this site when the soils are wet. If there are isolated areas where the ground is softened or loosened by construction activity, two to four inch crushed rock should be imported and placed in the soft areas to stabilize the ground. Site Preparation Depressions and loose soil zones resulting from the removal of buildings, trees, large shrubs, or underground structures (that may be encountered during construction) should be carefully backfilled with thoroughly compacted on-site inorganic soil or approved import soil. The surface of the site within the proposed building and pavement areas should be stripped to remove vegetation and organic topsoil. Soil containing more than two percent by weight organic matter should be considered organic. Stripping depths should be decided in the field at the time of construction but for planning purposes an average stripping depth of six inches may be assumed. Strippings may be stockpiled for subsequent use in landscaped areas. Excavation and Slopes Cut or fill banks should not exceed slopes of 2: 1. These slopes should immediately be covered with visqueen. The visqueen should remain until they can be landscaped. Soil stockpiles should be covered with visqueen to prevent saturation and erosion. Grading and Compaction If any import fill is required it should be inorganic, of low expansion potential, and should contain no rocks or lumps larger than 4 inches in greatest dimension. Stripped soil surfaces in those areas to receive structural fill, foundations, slabs-on-grade, or pavements, should be scarified to a depth of at least six inches. The soil should be moisture conditioned (or allowed to dry) to produce a moisture content of two percent above the optimum value and then compacted to a density equivalent to at least 90 percent of the maximum value as determined by ASTM Test D1557-70. (U.B.C. Standard 70-1: Field-tests by U.B.C. Standards 70-2, 70-3, 70-4, or 70-5). Page 4 Project 1884 February 1, 2005 Structural fill using on-site or import inorganic soil should be placed in layers not exceeding eight inches in loose thickness, conditioned with water (or allowed to dry) and compacted to the requirements described previously. Where the fill is to be placed on slopes exceeding ten percent the stripped ground is to benched prior to fill placement. Level benches are to be cut into the hillside at least five feet wide. Fill is to be placed in horizontal lifts. Utility Trenches Utility trench excavation can be performed with conventional mechanical equipment to depths up to twelve feet. Refer to the section regarding Seasonal Perched Groundwater. Trench excavations up to four feet deep should be capable of standing either unbraced or with minimal bracing for short construction periods. For the purposes of this section of the report, backfill is material placed in a trench starting one foot above the pipe or conduit or at the top of concrete formed around the pipe or conduit; and bedding is all material placed in a trench below the backfill. Unless concrete bedding is required around utility pipe or conduits, free draining sand should be used as bedding. Sand bedding should be compacted by mechanical means to a density equivalent to at least 95 percent of the compaction test maximum (ASTM Dl557-70). Trench backfill should be placed in horizontal layers not exceeding 6 inches in loose thickness and compacted by mechanical means at least 90 percent of the compaction test maximum (ASTM D 1557-70). Retaining Walls Retaining wall constructed as part of the foundation system cannot be allowed to "rotate", developing "active" soil pressures. Therefore an "at rest" lateral soil coefficient of 0.5 should be used. Retaining walls may be designed using the equivalent fluid pressure method. For non- compacted granular soil an average backfill soil unit weight of 100-lb/cu ft may be assumed (lateral pressure would then be 50-lb/cu ft). The lateral coefficient of sliding between the concrete base and the soil may be designed at 0.30 for the silty fine sands and 0.40 for the underlying moderately consolidated glacial till. Rockeries Rockeries are not earth retaining structures. Rockeries may be used as slough walls against stable earth cuts only. It is recommended that rockeries not be constructed over six feet high within this site. Page 5 Embedded Post or Columns Project 1884 February 1, 2005 When designing posts or poles as embedded columns in accordance with U.B.C. Section 1806.8.2.1, lateral bearing (S 1 or S3) may be taken at 150 lb/ft2 /ft depth below ground surface. Building Foundations When determining minimum earthquake forces for structures in accordance with U.B.C. Section 1629.1, consider the site to be underlain by soil Profile Type S0 . The proposed single-family residential buildings may be supported on conventional shallow foundations bearing on firm natural soil or compacted structural fill. Reinforced concrete continuous footings may be designed to impose pressures on foundation soils up to 2000 pounds per square foot from dead plus normal live loading provided the resulting foundation width is not less than 12 inches for one story, 15 inches for two story, and 18 inches for three story portions of the structure. Individual reinforced concrete foundations, such as may be used for supporting columns, may also be designed to impose pressures of up to 2000 pounds per square foot from dead plus normal live loading, but should be at least 24 inches in minimal plan dimension. As a minimum, isolated concrete pads should have two #4 bars. These bars shall form a cross (as seen in plan view), and shall be set mid depth in the concrete. Foundations should be embedded at least twelve inches below existing grade or adjacent finished grade, whichever is lower. Residential Buildings -Total Differential Settlement There are no compressible soils within the building areas. Soils are uniform in compactness and thickness within each building pad. Therefore, the total differential settlement for buildings designed and constructed in accordance with the recommendations presented in this report should be negligible. Settlement should occur during the initial framing period. Concrete Slabs-On-Grade Concrete floor slab should be constructed on compact soil subgrades prepared as described in the sections under Grading and Compaction. Page 6 Project 1884 February J, 2005 Where floor dampness must be minimized, a minimum 4-inch section of capillary break material covered with a membrane vapor barrier should be placed between the floor slab and the compact soil subgrade. The capillary break should be free draining, clean gravel or rock, such as 3/8" pea gravel. The membrane vapor barrier should be at least IO-mil thick polyethylene or its equivalent. Where floor dampness is not objectionable, concrete slabs may be laid directly on the compact soil sub grade. Footing and Retaining Wall Drains Footing drains are required for all footings and retaining walls. A perforated drainpipe should be placed at the upslope base of the footing. The drainpipe should be covered with at least a twelve-inch wide zone of washed 1/2" to l" drainrock. The drainrock layer should be about twelve inches thick for footings and should extend at least half way up the back of retaining walls. The drainrock should be covered with filter fabric paper, and a layer of native soil should be placed over filter fabric as a soil cap. Soil Infiltration Data Due to the shallow seasonal perched groundwater table and the underlying moderately consolidated glacial till, this site is not considered suitable for the use of storm water infiltration facilities. Storm Water Vault Drainage The storm water vault in Tract 'A' should be provided with footing drains to prevent hydrostatic lift due to seasonal groundwater. The footing drains should be constructed as discussed above. Where the footing drains cannot drain by gravity to an outfall, an internal hydrostatic relief system must be installed. An internal hydrostatic relief system consists of discharging the footing drain to the inside bottom of the vault (the pipe must pass through the vault wall). A check valve is installed at the end of the pipe allowing water to flow into the vault but not out. If this system is used it is recommended to have a gravity-drained system as deep as possible and the vault drained system below that. Page 7 Surface Drainage and Landscaping Project 1884 February 1, 2005 Surface drainage gradients should be planned to prevent ponding and to direct surface water away from buildings, slabs, edges of pavements, and towards suitable collection and discharge facilities. Landscaped ground should slope down away from building foundations at a minimum five percent slope for at least five feet from the footings. Drainage pipe should be provided to catch and dispose of downspout rainwater, discharge should be into the approved storm sewer. LIMITATIONS Changes in development plans will render these specific recommendations invalid unless such changes are reviewed by this office and these recommendations modified accordingly. Subsurface exploration of any site is necessarily confined to selected locations, and conditions may and often do vary between these locations. Should varied conditions come to light during project development these conditions should be reported to this office for evaluation. Report Prepared By: Page 8 Appendix A Test Pit Logs SOIL LOG -TEST PIT No. 1 PROJECT: Brookfield North Preliminary Plat EXCAVATED BY: Komatsu WB 140 Extendahoe DEPTH TO GROUNDWATER: None DATE: 1-29-05 HOLE ELEVATION: 466' LOGGED BY: DJ SOIL DESCRIPTION COLOR MOISTURE ! CONSISTENCY , SOIL TYPE i DEPTH 'PENITR .. TORVANE Oroanic Tonsoil Ve-· Siltv Fine SAND Very Silty Fine Grained SAND with some small gravel Fine Sandy SILT with some rounded gravel (Moderately Consolidated Glacial Till) Bottom Hole 8' *Required the backhoe to scratch and chip Brown Gray-Brmvn Mottled Orange Gray Mottled Orange Moist Moist Damp Loose ' Medium ! Dense I ' I ! Hard* ' ' I I to excavate I . SML SML MLS ! I -1-' I i ' -2-: I I ' I ' ' -3-' I ' I ! -4-4.5+ TSF ' -5- ! I -6- -7 - -8- -9 - ! -10- -11- I ! -12- ' -13- -14- i -15-i ' ' ' -16- -17- -18- -19- -20-! ' ! CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS CLASSIFICATION SYSTEM -PENITR. INDICATES READINGS TAKEN WITH A SOILTEST POCKET PENITROMETER INSTRUMENT - TORVANE INDICATES READINGS TAKEN WITH A SOIL TEST HAND TORVANE INSTRUMENT SOIL DENNIS JOULE, P.E. CIVIL ENGINEER SOIL LOG -TEST PIT No. 2 PROJECT: Brookfield North Preliminary Plat EXCAVATED BY: Komatsu WB 140 Extendahoe DEPTH TO GROUNDWATER: Small Amount of Seepage At 1.5' DATE: 1-29-05 HOLE ELEVATION: 464' LOGGED BY: DJ SOIL DESCRIPTION I COLOR MOISTURE I CONSISTENCY ' SOIL TYPE DEPTH I PENITR.. TORVANE Organic Topsoil -Very Silty Fine SAND ! Brown Moist II Loose SML i -1-1----------------------------+---------'- Very Silty Fine Grained SAND (Seepage into test pit) Gray-Brown Moist , Medium Mottled Dense Orange Very Silty, Slightly Cemented, Fine to Medium Gray Grained SAND with some rounded gravel (Moderately Consolidated Glacial Till) Bottom Hole 11' *Required the backhoe to scratch and chip to excavate Damp I Very . Dense* SML SML : -2- -3- -4- -5- -6- -8- ' -9 - I -10-' -11- -12-1 -13- -14- -15- 1 ' I -16- ! -17- -18- -19- 1 -20- 1 1 i CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS CLASSIFICATION SYSTEM -PENITR. INDICATES READINGS TAKEN WITH A SOIL TEST POCKET PENITROMETER INSTRUMENT - TORVANE INDICATES READINGS TAKEN WITH A SOIL TEST HAND TORVANE INSTRUMENT SOIL DENNIS JOULE, P.E. CIVIL ENGINEER SOIL LOG -TEST PIT No. 3 PROJECT: Brookfield North Preliminary Plat EXCAVATED BY: Komatsu WB 140Extendahoe DEPTH TO GROUNDWATER: None DATE: 1-29-05 HOLE ELEVATION: 461' LOGGED BY: DJ SOIL DESCRIPTION COLOR MOISTURE CONSISTENCY I SOIL TYPE I DEPTH Organic Topsoil -Very Silty Fine SAND J. Red Brown Moist Loose I SML 1-~~~~~~~~~~~~~~~~~--~~~~:--1 ~~---+--1- 1 Gray Moist I Medium : SML Very Silty Fine Grained SAND Mottled i Dense I -2- Orange -3- -4- I -5- 1 ---------------~------I -6-------------~ Very Silty, Slightly Cemented, Fine Grained SAND with some rounded gravel (Moderately Consolidated Glacial Till) Bottom Hole IO' *Required the backhoe to scratch and chip to excavate Gray Damp Very Dense* SML -7 - -8- -9 - 1 -10- -11- -12- -13- -14- , -15-I ' -16- -17-: -18- -19- -20- PENITR.. TORVANE CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS CLASSIFICATION SYSTEM -PENITR_ INDICATES READINGS TAKEN WITH A SOIL TEST POCKET PENITROMETER INSTRUMENT - TORVANE INDICATES READINGS TAKEN WITH A SOIL TEST HAND TORVANE INSTRUMENT SOIL DENNIS JOULE, P.E. CIVIL ENGJ.l\'EER SOIL LOG -TEST PIT No. 4 PROJECT: Brookfield North Preliminary Plat EXCAVATED BY: Komatsu rVB 140 Extendahoe DEPTH TO GROUNDWATER: Small Amount of Seepage At 5' SOIL DESCRIPTION Organic Topsoil -Very Silty Fine SAND Very Silty Fine Grained SAND (Seepage into test pit) (Increased Gravel Content below 5') I ' I ! COLOR Brown Gray-Brown Mottled Orange Very Silty, Slightly Cemented, Fine to Medium Gray Grained SAND with some rounded gravel (Moderately Consolidated Glacial Till) Bottom Hole 12' *Required the backhoe to scratch and chip MOISTURE CONSISTENCY Moist Loose Moist i Medium Dense Damp i Dense i Very ! Dense* ' i ' ' DATE: 1-29-05 HOLE ELEVATION: 462' LOGGED BY: DJ SOIL TYPE DEPTH , PENITR. TORVANE SML ' I I -1- SML -2- -3- -4- -5- -6- -7 - SML -8- -9 - i ' -10-! ' ' -11- -12- I ! -13- ! -14-i -15- I -16- ' -17- -18- I i -19- ' I -20- to excavate 1 : CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS CLASSIFICATION SYSTEM -PENITR. INDICATES READINGS TAKEN WITH A SOIL TEST POCKET PENITROMETER INSTRUMENT - TORVANE INDICATES READINGS TAKEN WITH A SOIL TEST HAND TORVANE INSTRUMENT SOIL DENNIS JOULE, P.E. CIVIL ENG INFER SOIL LOG -TEST PIT No. 5 PROJECT: Brookfield North Preliminary Plat EXCAVATED BY: Komatsu WB 140Extendahoe DEPTH TO GROUNDWATER: Small Amount of Seepage At 2' DATE: 1-29-05 HOLE ELEVATION: 446' LOGGED BY: DJ SOIL DESCRIPTION Organic Topsoil -Very Silty Fine SAND Very Silty Fine Grained SAND (Seepage into test pit) , COLOR MO:STURE CONSISTENCY , SOIL TYPE I DEPTH Brown Moist i Loose j SML ----1------;----~ I Medium I SML Gray-Brown Moist Mottled -1- I Dense ! I I -2- Orange -3- -4- -5- i -6- i I I 1-------------~-------~----+------7 Very Silty, Slightly Cemented, Fine to Medium Gray Damp Dense SML ' ' I ' ' Grained SAND with some rounded gravel -8-: i ------(Moderately Consolidated Glacial Till) Very -9 - Dense* -10- , PENITR.. TORVANE I -11-I Bottom Hole 12' ' -12-I I I -13- -14- -15- 1 I -16-, I ' -17- -18- -19- -20- *Required the backhoe to scratch and chip I ! • 1 . to excavate ! i i ! CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS CLASSIFICATION SYSTEM -PENITR. INDICATES READINGS TAKEN WITH A SOIL TEST POCKET PENITROMETER INSTRUMENT - TORVANE INDICATES READINGS TAKEN WITH A SOIL TEST HAND TORVANE INSTRUMENT SOIL DENNIS JOULE, P.E. CIVIL El\'(;J:VEER Brookefield North 15 Lot Preliminary Plat 1160 Hoquiam Avenue NE PRELIMINARY DRAINAGE REPORT January 15, 2007 Prepared for Cambridge Investments, LLC Attn: Dale Huffman 1800 NE 44t11 Street, Suite 200 Renton, WA 98056 Submitted by Offe Engineers, PLLC 13932 SE 159th Place Renton, WA 98058 and Site Development Associates, LLC 10116 Main Street, Suite 106 Bothell, WA 98011 This Preliminary Drainage Report was prepared for: Cambridge Investments, LLC 1800 NE 44th Street, Suite 200 Renton, WA 98056 Prepared by: Offe Engineers 13932 SE 159t11 Place Renton, WA 98058 and Site Development Associates, LLC 10116 Main Street, Suite 106 Bothell, WA 98011 January 15, 2007 lob number: 107-006-04 Page 2 c:\offe engineers\1 projects\dale huffman\brookefield north\coorespondence\tir\report\storm report.doc Project Description The purpose of this report is to present a preliminary drainage report and downstream analysis for the proposed Brookefield North Subdivision in accordance with the City of Renton requirements. The project was recently annexed into the City of Renton. The Brookefield North project is proposing a 15 lot single-family residential subdivision. The project is located at XXX and XXX Hoquiam Avenue NE in Renton. The site is compromised of two tax parcels, 1023059399 and 1023059218, with a total project area of 2.17 acres. See Figure 1 for a vicinity map of the project and Figure 2 in Appendix A for an existing site survey of the project. Figure 3 shows the proposed siteplan for the development. The site is bound by the Brookefield II residential development to the south, an undeveloped property with single-family homes to the north and Hoquiam Avenue NE to the west. Hazen High School is located across Hoquiam Avenue NE from the site. Review of Resources Critical Drainage Area Map • May Creek Subbasin • Cedar River/lake Washington Watershed Flood plain/floodway (FEMA) Maps • There is no mapped floodplain in the immediate area per the available FEMA map. The site is located in Zone X per the Rood Insurance Rate Map (FIRM) map number 53033C0669 F. See Appendix B for a copy of the FIRM map. The map also indicates that the area is outside of the 500-year flood plain. Sensitive Areas • Wetlands -There are no apparent wetlands on the property. • Streams and 100 Year Flood Plains -There are no apparent streams or floodplains that go through the property. Honey Creek is located northeasterly of the property by approximately 200 feet. • Erosion Hazard Areas -A small easterly portion of the property is in an erosion hazard area. Additional erosion and sediment control measures will be required in this area. • Landslide Hazard Areas -There are no landslide hazard areas for the project. • Seismic Hazard Areas -The area is not mapped as a seismic hazard area. • Coal Mine Hazard Areas -None mapped in this area. Page 3 c:\offe engineers\1 projects\dale huffmanlbrookefield northlcoorespondenceltir\reportlstorm report.doc U.S. Department of Agriculture, King County Soils Survey • The soils on the site are classified as Alderwood gravelly and loam, 5 to 15 percent slopes. These soils types are described in 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. Alderwood soils are characterized as gravelly sandy loam to a depth of 12 inches and gravelly, sand loam with organics between 12 and 27 inches. This gravelly, sand loam structure is underlain by weekly to strongly consolidated till to a depth of 60 inches. Permeability is moderately rapid in the surface layers and very slow in the till layer, runoff is slow to medium, and the potential for erosion is moderate. Flow Control Applications Map • The site is located in a Level 1 area according to the Flow Control Map, but it is our understanding that a Level 2 flow control standard must be used for detention design. Water Quality Applications Map • The site is located in a Basic Water Quality Treatment Area. Landslide Hazard Drainage Area Map • The site is not located in a landslide hazard drainage area. Field Inspection Offe Engineers has visited the site on January 10, 2007. A representative of Site Development Associates, LLC (SDA) made a site visit to the property on December 2, 2004. The weather conditions were dry, 45 degrees and slightly overcast. The existing site is relatively flat towards Hoquiam Avenue NE, but has a gentle gradient eastward towards Honey Creek. At the eastern edge of the property, much steeper slopes develop down to the creek. The lots have two existing single-family houses on the property, and the back portion of the lots remain undeveloped. The undeveloped lot is covered with trees and dense undergrowth. The existing surface water runoff from the site primarily drains eastward towards Honey Creek as overland flow. No specific drainage swales were evident on the property until the steeper eastern portion of the site. There is an existing swale and system of culverts located on the eastern side of Hoquiam Ave. NE, which collects and conveys storm water runoff from the roadway northward. Page 4 c:\offe engineers\1 projects\dale huffman\brookefield north\coorespondenceltir\report\storm report.doc Review of the 8 Core Requirements and 5 Special Requirements of the 2005 King County Surface Water Design Manual Offe Engineers has reviewed the Core and Special Requirements in Chapter 1 of the King County Surface Water Design Manual, and addresses each of the requirements as follows: Core Requirement No. 1 -Discharge at Natural Location Currently the site discharges storm water at the northeast corner of the property, which makes its way down to Honey Creek. The proposed project will continue to discharge to at the same location as existing conditions. Core Requirement No. 2 -Offsite Analysis The site currently drains gradually eastward over pasture, and lightly forested areas, and then runs down a fairly steep embankment to Honey Creek. Honey Creek runs in a northwesterly direction through a series private properties, where it then runs underneath Hoquiam Avenue NE through a culvert. The exact location of the culvert could not be determined in the field because of the dense overgrowth throughout the area. Honey Creek then continues easterly through private property, until it reaches Duvall Avenue NE, where a large diameter culvert collects the water, and conveys it beyond the shopping mall to the east. During the offsite analysis, no downstream issues where visible. See the attached off-site analysis drainage system map, and associated site photographs for a more detailed description of the drainage system downstream of the proposed project. This information is presented in Appendix B of this report. Core Requirement No. 3 -Flow Control The proposed project is located in a Level 2 Flow Control Area. The Level 2 Flow Control requires the developed flow durations to the predeveloped flow durations ranging from 50% of the 2-year peak flow up to the full SO-year peak flow. This detention method is outlined in the 1998 King County Surface Water Design Manual. Preliminary detention calculations for the proposed project can be found in Appendix C. Core Requirement No. 4 -Conveyance System The proposed on-site conveyance improvements will include curb, catch basins and a pipe network for collection of surface runoff from landscape, driveways, roadways, and sidewalks. Roof downspouts will be connected via tight line to the conveyance system. As part of the final engineering design for this project, it will be required to demonstrate that the storm drainage system can convey the peak flow from 25-year storm event, and that the 100-year storm event does not create or aggravate a "severe flooding problem". Page 5 c:\offe engineers\1 projects\dale huffmanlbrookefield north\coorespondenceltirlreportlstorm report.doc Core Requirement No. 5 -Erosion and Sediment Control A Temporary Erosion and Sediment Control Plan implementing the Best Management Practices will be designed as part of the final engineering plans for the project in accordance with City of Renton requirements. Core Requirement No. 6 -Maintenance and Operations The Maintenance and Operations Manual for the Brookefield North Subdivision will be included in the Final Storm Drainage Report as part of the final engineering design for the project. Core Requirement No. 7 -Financial Guarantees and Liability The Financial Guarantees and Liabilities will be required prior to the project being finalized by the City of Renton. Core Requirement No. 8 -Water Quality The project will provide the required water quality facility as part of the final engineering design. The site is located in the basic water quality treatment area. Preliminary water quality calculations for the project are provided in Appendix C. Special Requirement No. 1 -Adopted Area-Specific Requirements The project is located within the May Creek drainage basin. Special Requirement No. 2 -Floodplain/Floodway Delineation This requirement does not apply. Special Requirement No. 3 -Flood Protection Facilities This requirement does not apply. Special Requirement No. 4 -Source Controls This requirement does not apply because the project is located in the basic water quality treatment area. Special Requirement No. 5 -Oil Control This requirement does not apply. Page 6 c:\offe engineers\1 projects\dale huffman\brookefield north\coorespondence\tir\reportlstorm report.doc Appendix A Figures 1. Vicinity Map 2. Existing Site Survey 3. Proposed Siteplan 4. Existing Soils Map 5. Soils Index Map Output Page 1 of 1 (@) King County ::>~6Y/!R1~1/! ~---- ---- $169/()00/0 5169100013 SE11flltsr 0323059143 0323059131 DJ230S!il061 0323059132 iMAP '_IJ'd.:l~::>!,1::.'[>6 OJlJ'-1:'.:i!sl'-'2 / !.13<:.'3[1:J!,128() ~ ~ '_1323LJS9V1 I ~() 03230592!9 I 0J230592S5 ~~"\)-~ ,~,· OJ230S1RCT ,~ ~,i.<1'- "'' SE 11'ffli Sf II 0323059229 03230:591 '1 0323059228 03230:590a7 03230591415 03230:59161 ti I 0293850250 029385023') 0293BSIJ21fl 102305927.fJ SE112JHST 102)0S.90!il ~{ 102305924'8 3(490001.W \ 1W 1023059256 1023059002 10230:5.9361 3-«900011-0 3'4900009tl 3<<-SO 3 .. 0000080 \ Ill 3«!>000310 3<<""6lJOOO r-----:'::u,:,n~u:::s::,e,:",,,',-----l-':,:0::;2~305~"°::.,'"!..-, !I 3f.f~320 SE U3JMST en an1 .-. !-w 1023059219 3"101SO '3<<!>000310 :i ·-__ ..... ,,f'l,f+..e,T, ~ J.f49000260 R t I 1023LJ5lJO----JO 11~1<10160 \ ~ 3<4J!3! 11 n , 113 ;JH)HO nJ!4UJ1 SE ft.fTHA. ~ 1Q23059396 1023059292 '13/.f100•W \ I ' l!lro.J 1D23059084' 113l·f1D05o 113100120 -'3449000190 .... 1023059146 ,023059201 tE ""1fST 11Ju1.oorn 113 Nrno,o 11JU1fJ110 11Ju10180 \ I :34..,goru 200 344 ..,,....,,.2.,, ... 1131410130 ". :,vi.v .-102.3059412 11':JU002!0 113N(JfJ2JO 113NOD190 -, 3449000220-3«90002!..,_ __ I 1131<t00<81J \ • HE 11TH ST 1023059247 1131400100 \ 113N00280 113/.fOUJ50 ! 113!40011D \\ 1131400290 n]l400J3fJ ~ 1137W016tJ R 113ND0150 nJi~9111 11314004!0 n3!-l'OU•fW ~ ', !J 113l«JOHO l • 1131<0013" \, 113l.f(}(J01D 1131400120 \ 11 Jl•W0060 11314-00HD 1023059362 1023059364 nJf.fO!.l()SO 102'305936f 1023059363 1023059365 102~9'51 1023059203 1023059381 NE 10THA. 102JOS9fJ51 { 1023059302 , 1023059366 9:: 116THST \ 1023"S9310 102305gJB(J 1023059"14 \ 1431650220 II ,0230s.2 ... I 14'31650200 14'316S019CJ ~ 4215S00010 1023059413 42Hi500080 ,12rnoooao l612SOOno 16125001W nl2305996fJ 1U::'JU59092 0 \\102305!1360 102305935B l 1023059359 l e information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County akes no representations or warranties, express or implied, as to accuracy. completeness. timeliness, or rights to the use of such information. King County hall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to. lost revenues or lost profits resulting from he use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King ounty. Date: 1-25-2007 Information htt "//www.metrokc. ov/GIS/iMAP http:/ /www5 .metrokc. gov/ servlet/ com.esri .esrimap, Esrimap ?ServiceN ame=overview &CI ient Version=.,. l /25/2007 ~ ~-----, 6 ! -· ·--i--- " ! HOQUIAM AVE NE -"· ---:=i ·-,...i +' HOQUIAM AVE NE January 4, 2007 Brookefield North 11236 142nd Avenue SE Renton Location 11236 · 142nd Avenue SE 11246 -142nd Avenue SE Existing Conditions KCRTS input Pro · Condition LOTS Proposed homes driveway (15x20) (PGIS) decks I patios I walks lawn / landscaoina Right-of way Detention Tract Proposed Conditions KCRTS input DescriQtion (Existing) existing residence outbuildings/ sheds asphalt driveway (PGIS) concrete walkways lawn, pasture, landscaping Sparse trees -cleared understory existing residence outbuildings/ sheds asphalt driveway (PGIS) concrete walkways lawn, pasture, landscaping Total Area Acres nn Forest TIii Pasture nn Grass Impervious TOTAL 1800 300 120 3150 road/curb/gutter (PGIS) sidewalk lawn / landscaping lawn / landscaping Total Area Acres Till Forest Till Pasture Till Grass Impervious TOTAL Existing Area (sq. ft.) 1350 (impervious -typ.) 468 630 128 9,400 (pervious -typ.) 74929 1220 (impervious -typ.) 0 1067 148 5365 (pervious -typ.) 94705 2.17 square feet acres 74,929 1.72 7,050 0.16 7,715 0.18 5,011 0.12 94 705 2.17 27000 (impervious -typ.) 4500 1800 47250 (pervious -typ.) 3812 3045 1067 6231 94705 2.17 square feet acres 0.00 0.00 54,548 1.25 40,157 0.92 94,705 2.17 WETVAULT DESIGN Project Name: Project Number: Brookefield North 107-006-04 DRAINAGE CRITERIA: RAINFALL METHOD: City of Renton -King County Standards King County Runoff Time Series (KCRTS) METHOD OF ANALYSIS: (Section 6.4.1.1 KCSWDM) Step 11 Detennine volume factor f. f = 3 Basic: f = 3, Large: f = 4.5 Step 21 Detennine rainfall R for mean annual storm R = 0.039 ft See Figure 6.4.1.A Step 31 Calculate runoff from mean annual stonn Vr = (0.9Ai + 0.25Atg + 0.10 Alf+ O.Q1 Aog) * R Ai = Area of impervious surface Atg = Area of till grass Alf = Area of till forest Aog= R= Vr= Area of outwash grass Rainfall from mean annual storm Vol. runoff from mean annual storm Step 41 Calculate wetpool volume Vb= fVr f = Volume factor Vr = Vol. runoff from mean annual storm Vb = Volume of wetpool Step 51 Detennine wetpool dimensions a) Determine geometry of first cell Volume in first cell Depth h (1st cell, excl. sed. storage) Required surface area Provided 1st cell dimensions: width length Provided 1st cell surface area b) Determine geometry of second cell Volume in second cell Depth h (2nd cell, excl. sed. storage) Required surface area Provided 2nd cell dimensions: width length Provided 2nd cell surface area c) Length to width ratio 40,157 sf 54,548 sf 0 sf ----0 sf ----"-0.039 ft 1941 cf 3 1941 cf 5824 cf 1747 cf 3.0 ft 582 sf 32 ft 20 ft 640 sf 4077 cf 3.0 ft 1359 sf 32 ft 76 ft 2432 sf 3.00 :1 By: wph Date: 1/18/2005 From Step 2 From Step 1 From Step 3 25-35% of total vol., try 30% 3 to 6 feet Aprov'd > Areq'd 65-75% of total vol., try 70% 3 to 6 feet Aprov'd > Areq'd Must exceed 3:1 Appendix B Off-site Analysis 1. Photograph location map 2. Photographs 3. FEMA Flood Insurance Rate Map 'I u=~~ 1, -!,L!:L--~::::JE,-:;;;;:::=- 1 D Li/~=:_----\ I JI . 1 / / / (_ f \ \ \ '--- ( • ! a r ~ ~ :l a " i,~ ! a D '\r )\ /L '9,J ---. Photo A -Looking eastward from the back yard Photo B -Property looking eastward from the back yard Verdie Querin Site Photographs -December 2, 2004 Photo C -Property looking eastward Photo D -Property looking eastward Verdie Querin Site Photographs -December 2, 2004 Photo E -Looking eastward towards Honey Creek (below in ravine} Photo F -Looking north along Honey Creek Verdie Querin Site Photographs -December 2, 2004 ·-·. Photo H -Looking eastward from 142nd Avenue SE Verdie Querin Site Photographs -December 2, 2004 t'l Photo I -Looking westward from private driveway along Honey Creek Photo J -Looking southward from NE Su nset Blvd Verdie Querin Site Photographs -December 2, 2004 2 .... Photo K -Looking eastward from Duvall Avenue NE towards Honey Creek .,\./i t '/' -~· Photo L -Culvert running westward below Duvall Avenue NE collecting Honey Creek Verdie Querin Site Photographs -December 2, 2004 fJ_J_ , '-'.~ '•'':: ~~ "'·' ~2; ,_ ~i Uo:: :,- ~ ,:.i.~ ': 1l:. ' ·li:i 'f!1 i ~ ,. ,,ti .I ~ ' i I j ~ ···--+' I' i i~ ! i SOUTH 1/2 Of THE NE 1/4 OF SECTIO"I 10. TOWNSHIP 23 N, RANGE 5 EAST, W.M_ :IBEEJNVENTORY EXISTING SIGNIFICANT TREES ALDER N/A 32 APPLE (FRUIT) N/A 3 BIRCH 0 CHERRY (FRUIT) N/A 0 COTTONWOOD N / A 20 FIR 2 HEMLOCK MAPLE POPLAR CEDAR 4 1 0 1 0 SIGNIFICANT TREES RETENTION 4 * 0.25 = 1 TREE ; '"cl'"f"c~,., <·~~-e,,s·, ~" the• V<' <"<•<"'~~,·~ pru,rc• S,n C.•o' c':,>_ .,,.,·~ tc, .,,. rd,,,,.,,·d [>J(r,~C TOLL_ :o 8l ~ ,-,- ~ > < 0 0 " ' ., ' .. -·-:( () :• \ ' ·- NI:. 11 lH ,-_GI.JI~ I ,::: ·e:r .r-01r/.i 8 """ .. "" ,;, <[HrlllH'. \>f.~N .. '<tlJN •<e ••••o,:""'' w, ,, '"'"' " ,,. 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Zz z Gl ·f • ' . ~ -. :;; = I 9 I! hi ... : : ! BROOKEFIELD NORTH ~·111·-~ _,~BRIDGE INVESTMENTS, LLC t,,A GRADING PLAN !JD CITY OF ~ RENTON HOQUJJ!.M l<IIE Ill( '"-"' _ _ , _ ~~~~~~:.;;;f~~z; -, ) i '' ' ' ' i ~ I ., ~7---- ' BR00K[f"1EL0 NORT!-1 HENTON, WASHINGlON .. 0 C ; % ii 0 ~ ; % m z • ~ 0 ~ .. m " ~ 0 z ;; ; 0 E z .. % ;; " M !' ~ > z ~ m .. m > .. " ~ ~ SHEET 2 OF 4 BROOKEFIELD II LUA-03-001-FP LND-XI-DXX A PORTION OF THE NW 1/4 AND THE NE 1/4 OF THE NE 1/4. SEC. 10, TWP. 2.3 N., RGE. 5 E .. W.tA .. BASIS OF BURINGS SURVBYOR'S NOTES I. M.L lln.E: NfORMAllOl,I SH(Wt QM 1Hl5 IU.P HAS El££M DC1ll/,CTtl) nta.l Flll'ST AMERICAN Jlll.£ tlSIJRJll!Ct COIIPANT OJIMTMEHT ORC1D! NO. 4261-41-DATll' .lJNE 24, 2l)D4.. IN P!E'ARING MS-. CDR( DCSK:M. l'lc. HAS ~ NO ~T !Ill.£ SEAfla-1 NOit IS al![ DtSICN. IIC. AWME. or ANT 1l1U ISSIES N'FECTtlG 1H£ SIJR',£'l'£D l'IIIPERTY OlttER lHAH 1HOSE ~ QN 'JI£ 1W' NC, DISCI..OSEO BT REFtRFJKEI fl!ST .w£RJCN+ mu: ~ c:au,,t11T OOIIIMTI,ENT. cal£ ocacN. 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'Ill[ S.:CllCW SlllltMSIOH -SH0.i HEll:EOM 15 BASED OH 'THAT RECOl!O Of SUR'<EY BT !lJSH, IIO(l) AHO KTC191CS, R£CcMIED I.MIER R[COROlltG NO. ll!lll51~9004 (REF, i.o. I). """'""'""" I, A£CORD Of SIJR',U 8Y 9JSH.. l!!ED AIIJ Hlla11HCS.. REC. NO. ao51-49004. RESTBlcrJONS I. LOT lJ SHM.L II( [1[",£1,l»'EE) '111111 ITS F'ROf<T YARD FACING -nt NIO LOt'S 14, 15 -',NO 18 SHAU. II[ DE..a.Df'ED IMlls FROHT TAROS fACt!O 'IIEST. 2. A 8 FOOT l,IQH 91JO FDltl: SHALL !IE CON$lRUCTEO MCI lol,O,INTMIED 1-N..QNO THE -TH 90INJART ~TONE 111H Q:IIJIIIT, \lN1ll. SUCH lllolE lM•T THE AOJCNNG P.ollCEI. TO THE -TH IS IX',UOP[1I NIil 11-£ REM/\IHIMQ HMJ' ~ ~T'S TO NE 111H alUff .VE CONS1RUClEtl. 3. ISMll.lAH sai001. MrRICT WlllOATlQN f'tt at.SEIi QH $2..937,00 PER HEW 5Nell..E-fl.Wlt.1' LOT (TUTN.. OF FOU'I NE'fl' LOTS) SWAU. lilt l'AD pj;:ICft TO !IIJl.ONO PO\JollT N"PRfl'{JL 4. 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"!HIS SITE IS SUBJECT rn 1Ht TERMS AHll PtlO",l$OHS OF N, tAsDl:NT l'O ~T[ Rl'QS PO~ CCM'N,Y f9R A l'tU LINE ll!lall-<F-W.O.T •S DISCI..OSEO BT NSll!IAENl RECORDED UMOER RECOIIOING NO. .l477H, 11-£ lEC,>l PESC!!PTION CDNTAttED 'llll!III SAD IHSTRUl«!IT 15 INStmCIENT TO DETIRIIN: rrs EX...:T l.!ICATION 11111111 1HS $ITE. 7, ntS SITE IS SUll,E,:;f TO THE lUll,IS AND -OF N, E,\SEMENT ~ (RACING AS DISC1..0SEl) 8Y INSl!UIEllT lll;CCIRl)[l) \IHIJER ,t[CQRDltlG No. 326J47!!,. 5. l1'IIS SITE IS SUBJECT TO TME 'IUWS AHO ~ OF ~ -BIT AS orsa.osm BY IHSJRUMDIT IIE(XRl(D \lNDEII RECORDIHO HO. .5192'1ll2. ;. 1l1IS SITE IS SUBJECT TO 11£ lERMS AHO PRO'MION$ ~T-Ell ti CITY Of RENTON ~NICE No. ~ AS DtSa..0SED ,BY NS'IRUM(NT R[caa)[l) lfft'.liER ,t[~ MO. 11111211314M. 10. 1HS SITE IS SUB.e:T TO THE ltlWS AHO f'RO'GOHS l;DITMIED ti CITY Of ROITOH OROIIIANCE NO. "'21.5 A$ ascL0SCD IT 111S111\MHT M:COROEO \IHOER RECl:lll*G HQ. !I0504020S. 11. THIS SITE IS Sl..&£Cl TO IIMlERS OIS(10SEt1 BT '5UR\£T 111:COROa> ~ RCCIJl!lllill MO. itoJJ09011. \ ffiN. . · . YICIN/TY MAP Q!7 r"~JOUJ'z CITY OF RENTON. KING COUNTY. WASHINGTON SCALE; 1· ! M T I = " " \ N. I.J"E Of1HE $. 10/A.C,. QFTHE N. 20 I<.. OF 11£ [. 1/2 aF' Tl£ HE.. 1/4 SE:C IO-}ll--.5 --·1,~ " " " " "---1 1 JOll.1 S. LIHE OF THE N. 20 ACHES OF'1HE'.E.1/20Fnte:fl£.1/4 SEC 10-Z.S-5 " 100' 12 = I N I.NE SE 1/4, Nllll 1/4-, N£' 1/4. SEC. 10-n-.S OT'!' Of lllitoN CCH1Rll. PIJl!Tfi0.1MSFIIINI+' COICll(1£ IKNJIEIT IUH 1/7' CIJ'ffR f¥j 0-. 1S •= Nas,4'1J"W DETAIL ~ s. U'I£ OF THE N. 20 a\CRES Of lHE (. 1/2 Of' 'JI£ NE. 1/-4 si:e 10-i~.s fOUNO 1/2" RE8All: 'llfl-! RED PVS11C CN' Sl .... PE!l "PlS 100,g•, a.z~ Of COIU;(II 10 11 ........ _,_.. ~-, •fTJO: Dk u Ii '"' SUBDIVISION DIAGl!Ald tU.S. cORE ~DESIGN JQIIN.E.291111'1.Sl.ft 101 ...-.~PB007 ~25.BIJSj877 "'°" 42.S.8B,5J963 ENGINEER/NG , PLANNING, SU~VEYIHG .JOB NO. 03::1.00 BROOKEFIELD II A PORTION OF THE _NW 1/4 AND THE NE 1/4 OF THE NE 1/4, SEC. 10, TVtP. 23 N .• RGE. 5 E.., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON ~~ 72 • s, " / Q o 21!H1 ,-------------1--; ;, --------------------------------------------------- .:-~ ,,.r:i~ ~r \/; ~~ 1r"M1ERwmHIJ ' \ ·,::. nHOIES,SNI.J 16 z I 0 S LINE It 1~5 FT Of' S!/2, t!E 1/4, NW 1/4, N( 1/4 5EC !O-:il-0, --NM1YOO"W 631.41 -, N8814'1J"W 831.~ 5 UNE N 1)4.1,± 5.F I 'tt,!,4,'.'-.>, c§ \_ .... e:E9 '1 ~l~ ~!;!11flJ..., I 8 ~ ... sa '7 I~.» ~ ~ .. .,,., \ "t-:,,'% 15 144.!le ' \ \ \ TRACT B SU IEIIClilllJI, ~I. I 1_$.f_ N&r12'17"W 300.13 I 1/2. SE 1/4. NII 1/4, N£ !/4 src 10-2J-o:5 PENOINI:,; Pt.AT OF QROOl((Fl(U) sn· OCTAIL Bf1C\II' S. U.IIE DI' 7H£ 14. :00 AC1!£S OF ™EE. l/2 Of' 7H£ ~ 1/4 SEC IG-25-~ " IIMCT 4 I LEGEND $ ~~~r°'~~.>S -.• ' •SET 1ft" X 1~·-l!t9.ui: wt,w.m(: PV,SIIC c:,,p 5TAMP£D "COi'!£ l7555" 0 ·Fll!N) emu lilON\lliDlf AS NOlED, SET TAO<: IN lEJ,ll W/91NER "J7=• ON ~rr UI£ Ol!UIDED 4-7~ FU:T . Ill LIEll Of" Fll(NT Ull CCR€RS UMJ:s:5 NOlID Oll-OMSl. @ err Cl' ROf1'tlN STREET .&JX:flESS -.ii.I ANISl£D FLOOll:.El£VA110I; ~~.~"8Y~Al'f'fl(l\ffi DiQN£Jl!ING 12 N LJNt SE 1/4, Mill' 1/ .... NC 1/{. $EC IG-:il-5 DATUII BENCHMARK err II' IW<TCN /l'OINT NO.. !IIQ? (;tU:,(l.El) 5001111£ IN '$.E. OOR>1E11 CONCA€TE "AIUIO~ BAS(, ll SIDE !<4:INO A\oE. S,[.. OPPOSITE: ~OUSF: NO. 12111* EL •nM fEET DR {1"-Ug METERS.) orr Of" IIENTCN POINT NO. 211~. BR,'SS SIJRfACE ~SK AT 111£ l'ITIRS[CTION ()f SL 12~TH sr. AAO 1"2NO AYE. S.E. EL 4:i-g,42 FiIT OR (1:1~.H~ ><=> N88'14'1J'"W DBTA1L ~ " d • 13 h ~ S.UNEOf'Tl,IEN.:!OACRES DI' lliE L 1/20f' THEl'IE.1/4 3 SEC !G-25-5 z :! NB8'12'17"W • ~O 1 /Z" REBAA $1 "'lll f!ED PI.ASllC CAP STWPEO "PLS 1001~" • •• o.n:. .OF cO!!NEJI ., ~~ SCALE: 1" " ~ cORE ~DESIGN ; ;,, p 8 z = SHEET 4 OF 4 LUA.-03-001-FP 00-XX-XIXI " " " • , .:I •x ---~---• ~ • l j " !.. 40' M J.QI 1 N.E. 291h f'I. s.M.-101 .wr-... w~ 980W .125.afli7877 Fm 425.88$.7963 ENGINEER/NG • PLANNING· SURVEYING JOB NO. 03:100 ) BROOKEFIELD II A PORTION Of THE NW 1/4 ANO THE ~E 1/4 OF TI-IE NE 1/4, SEC 10, TWP. 23 N., RGE. 5 E.., W.M., OlY OF RENTON. KING COUNTY, WASHINGTON 1HE EASOl(NTS DEPIC1ED 1>1 lWE 1,1,.,. 9iEET'S Of' llflS FINAL l"LAT AAE F"Cfl 111£ UWITlll Pl!RP<JSEO usrro snow .....0 ,t,RC IIEIICBY Cl»I~ fal.OIIING 1H£ R£lXRllNG Of' MS FIIW,. Pl.AT 11$ ~ ACCQROiNO T'O l!j( ~YATIOltSum:DIIEI..O'II'. TH:: CITY 17 RDl'Ttl'I SH,tU HA'oE: 'Ill£ lltc:HT TD EMlE!II 'II€ F'fll\/Al[ OIIMJl.o.ct t.t.SDIENT'S Sl-!OWM flEl!t0/,1 TO RF;P.oJR ANY DEflCIENCIES Of' Tl£ DRA1""4 fAWTY tH ll£ E\€NT Tl£ OIIINER(SJ IS/NIE N(GIJwtT l"i Tl<E IINfflENANCC Of' Tl£ !lllANACiE FAOUTIES. TI-£$( IIEPAIIS :511...U. BE AT THC 0-,i!'S COST. I. AH [ASOIENT 15 l£fl£BY ~',£0. QU.N'l[D AMI ca,'YE'IEt) TO '!HE" CITY Of' IEHlllN, KINC COUNTY WA'ltll asmcr t111. go NG no RE'SP£cmic SlllXESSDK'5 11ND ~ 1JHt1E11 11ND Ul'OH 1ttt: EXAAO!I 10 mr Of" .u.J.. LOST »II 111,1,(;fS. P.t.'UUD. '111m1 IHI IIDJOltltG EJ11S11HC Ofl ~ P\IBUC ftGIH-0F-WA¥ IN -0< Til IHST-',LL, 1.,1.Y, OJNSllllJC'f, ~ 0!'£R,l.1[ ~ IIAINJ.vl UMllElt(lltOlNI EISl'RIIIOTK1" S'ISWS 'llllll NEa:SSARy FM1l'IJ:$, !ZlEWUCS 11ND 01HEII: ~ f'OR THE l'lllPOSE W SEl!W«: lHS SIJ80l"1SION ANO 0111EH ?ROf'EIIITY, fl'rH UflUTY SOMCES #ID SIXW,l,IJ(S, lllOClllER ll1lt JN!: /IIGIH l"O ENlVt L.P0N THE LOT'S AT >LL 1W£S FOIi lltE """"°5ES HEPO,I IOG£111l!JII STAtEll. 110 UN£5 <R 11M!:S fOfl 1H£ ffll,IISl.t1S51CN OF Et.ECTRlC c.Jllft'.NT, OIi FOIi: 1D..EPllONC USE. CAl!lE TEJ..[',tSION, llllE 1111 P0UCE SIClM/rC. Ofl FOR ~rn PURMSES. SliAf.l BE PI.AC£9 llf'QH AHY LOT llN..ESS TltE SAME: SHALL 11E ~ Ofl 14 C(N)Ulf AnACHED Ta A BIJIL()ltlG 2. 1HE 10 F'OOT Plll!Ml[ DRNN.Oa EASEMENT SIICMt al LDT % IS TO 11£ TKE IIO!mT CF LOT t lHE O'ilWER Of" SAi() BENEl'llttl LOT 2!AU. IIE ~ J'!;II TIE MMflEHNU Of' lltE PRIYAlE DRA!r<AG( FACJUTICS 'illTHIN "" """"' J. Tl£ 10 roof l'R'U.l[ ORAI.....OC D,SCIIDIT !HIWN ON LO'!$ 4 MfJ 5 IS TO BE TI-IE BE11EF1T Of 1.QTS J A~O '4-. Tl-IE Ol'INEll5 <:I' SAID BtNUlTm LOTS _._ Ill( R£SPONSIBl.E FOR 1HE MMCTfl'fNICE r]f 11,[ PIIIVAlE ORAINA(;E fAlll.l'Tits 111HH SA.I) [M[MEHT, '4-. ll'IE 10 l'OOT PR!V ... TE ()RJJNMl[ ~T SHO'Jll,I ON LOTS 7 MfJ IS IS ro BE 11-£ 90IEF1T Of LOTS 8, 7 fflO II. 1l'IE OIINfRS rJf $MD IEIEfllttl LOI$ SHALL B[ ltE'SP(lllS8.[ r<lll ti£ IU,.f!ENIINCC Of 11,( PRIVATE Ofl.<INA(;( FACUnts IITIIIH SW £MOEHT, !. ntE 10 fOOT PR!VAlE Dll-"'2: E.o.so.lENT SHO'Jll,I ON I.OTS 11 N«l 12 !$ lO 11£ 1HE BENEflT Of LOTS 10 #ID 11. TH[ OIINERS Of SAil BF;Ntfl'tED LOTS :!iH.O,U. B£ 11£9'(]1191.[ Rift ff l,WM'JOI~ OF THE PRWAl"E'. OR/JJ,IA<)E fA<:I.JllES 'MTHIN SW EA!nlENT. 6, THE: IS fOOT SNIITAAY SEWS\ U.$€MENT 'illO'tlN OIi LOIS 9 .fJ,ID 10 IS HtREIIY 1'£Sfll',{0 FOR N,fJ ,:Jl,l,t,tlill TO ll!E CITY Of REN~ FOil S,O.NITAAY S011tR f'ACIJTES. fl,![ CITY r]f RDrnlN IS HEREBY RfSPCIIIS19U:-FM TIE w,,llf!ENNICC a, 1Ht PUBUC SAHTNtY SOIIEI! ,ACll.lm W1HH SAIJ ~- 7. lHE \0 FOOT PRIVATE S,o,MTAAY SOll£JI [As;ME)lf 5ttO't!M QN LOT !O IS ro IE '!HE EltN(FIT Of LOT 11. TH( O'lfl£R OF SAil BENtfllED LOT SHAU. B£ IIOPCl'!Slfl.E fOII n£ -'JOINICE Of TH[ Pf!IVAlE SMITAAY 5E'IIUI f...WflE5 ll!HIN SAiO EASOl[NT. ll lHE WA'IER EASOilOIT SHO~ ON LOTS 7, 11, 9. 10. 11. 12. 1~ Nil ffil.CT C IS H(l!EE!Y R(SEl!VEO FOR lNO ~Ttll TIJ KNi COUNTY w.l.1ER OIStRICf 90 FOR POIIUC WA~ FM1I11ES. s.,,J0 otSmcr IS HO,E8l RE'5!'0i'ISl!lU'. FOR l1'I( l,l,IIHEllAIICE Of 1HE l'IB.J.C W.,,lER 0,CILl?lCS 'Mlllll SAil EASEMENT. g, TI-IE 10 FOOT ACCESS EASOEIT 5l10'IIN ON LOT 1J IS IEJif.llY RES[R'wED FOR M<O Oft.o.H'ITTI 10 Tli~ CTY Of RENT0Nf1J1...cc£SS~ LEGEND SET 1/2" X 24" 111£8,VO: 'lr(le..LOW PV,S1IC CN' ST~ "COIi£ J~ faKI cORIIIER MONIJWENT AS NOlED. ~ SET TloCIC IN l.£A[) 'lr~ll'fER "l75~" CIII PIIOPERTV llNE EllltNOED 4.15 F'EET IN tiU Of FltlNT LOT CORNERS UNU:SS NOlED OTHtR'MSE. ~ CITY Of RENTON ST'lttl i.oDl!£'SS 8 .:::~~=&g.=c -·. "PlNl5-' ; ... , DATUM BENCHWARK CITY OF ROffl)II PCltiT NO. 1!!07. Cfljsa(D SOUi.Rt IN 5.£. ,:;®IER C(IIICll£Tt Mll.!IOJC B"'5E. Vi. SIOE H2NC AV,:.. SL Ol'!'OSITI;; !KUSE NO. 12Q14 EL 02.66 FllT OR (1-44..!l!f .MaERS.) CITY OI" ROITlltl PONT NO. 21111, BRASS Sl!f!1'ACE: 01$1( AT lHt IHTEflSECll()H (,; S.E, 1281ll ST. ANO ,~-zr;v A,t. 5£ Et. -425.~ n:rT OR (129.!17~ 1'ETWS) t l SCALE: 1" • ~ ~ cORE ~DESIGN = SHEET 3 OF 4 LUA-03-001-PP LND-XX-DC!X 40' ~ l"7llN.!.29!fll'l.s.hlOI ,.,.......w~ 98007 .4Z.Jl85.7877 ""'"425.885.7963 ENG/NEEtlNG PLANNING· SURVEYING JOB NO. 03::1.00 DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES 900 Oakesdale Avenue Southwest Renton, Wa 98055-1219 King County Certificatt! . ·; . -_. .. _" '~ ·/{: ~ "'·.' : ,;·~· /;."i~']~·.:.r:k;· . t .. -~.'-~-: -:,-"'· .•. .,-;._~r"' rJ, .. ,.-1,.it,~,~A .. ,... ' " . ,, . ·. .·-•.. ' , .. .;:·~;i<-·-.-,-;.·,-, -·'>&/-·_;·---~'ill~--~ This. ce ite provfdes'the:seattfe'.Kingi:· . , · ' County Departrnent of PublicHealth and '' . the Departrnent of Development and . . . Environmental Services with information necessary to evaluate development proposals. .. , Do not write in this box . · · ·• number D Building Permit (ll] Preliminary Plat or PUD . D Short Subdivision · D Rezone or other _______ _ Applicant's name: camblidge Investments, LLC (Contact: Dale Huffman, 425-271-2225) .. '. _ .. ~:'_,_··i~; . . _ri:.,1<:;( ........ ;. ,:{ -.:;~ · Proposed use: Preliminary Plat, 15 lots, ri.i Location.: 1154 Hoquiam, Renton, ,WA 98059 (2 parcels 102305921805, 10205939906) (attach map ·and legal description If necessary) ,;.;: Water purveyor information: 1. D . a. Water will be provided by service connection only to an existing_(slze) water main that is fronting the site. 2. 3.' 4. OR \ (ll] b. Water service will require an improvement to the water system of: u11 · .a. OR D b. 00 a. OR D b.' (ll] a. D (1) feet of water main to reach the site; and/or :·;, D (2) The construction of a distribution system on the site; and/or . . . . ..· ,. . ·.· ;l, ,,. 00 (3) Other (describe) DE Agreement & all related Easements required. Fire Hydrants to be l115ti1lled per i:;'. ,, · Fire Marshall. ··· ": · · .. ;,j The water system Is In conformance with a Coumy approved water comprehensive plan. . . . ' , . ' ti The water system Improvement Is not In conformance with a County approved water comprehen~lve · \ ... ,~,4(~\f plan and will require a water comprehensive plan amendment. (This may cause a delay In Issuance of a permit or. e:. ·-::' approval). . . · .·· . .· . ,}l The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board' ' ;/< \:l approval for extension of service outside the district or city, or is within the County approved service area of a · : ·. ·\, private water purveyor. · · ,, _,:; }iJ;i'J} Annexation or Boundary Review Board (BRB) approval will be necessary to provide service. . . . . • . ' '{,~' i . Water will be available at the rate of flow and duration Indicated below at no less than 20 psi measured ~t.thet, {:;"'i nearest fire hydrant~ feet from the property (or as marked on the attached map): . ·· · . · . · <, if:. .. Rate of flow at Peak Demand Duration · : (';J ·: . D less than 500 gpm (approx. gpm) D less than 1 hour .. ,:· , , ~ ~~~::g!:;f~ore ~ ~ ~~~~t~r 2!i~rs ; '.,.;~f ,;· D flow test of gpm D other-----.-~·0;,,, c,~,p-,~,,,D .calculatloniof · ~Jfpm .. ~~· :;~- ·. 5. OR (Note:·· Comm~rdal building permits which Includes multifamily structures require flow test or calculation.) D b. Water system Is not capable of providing fire flow. : ·oo D a. OR b. Water system has certificates of water right or wa':2r right claims sufficient to provide se.rvtce. Water syst~m does not currently have necessary water rights or water right claims •. ·: '. Comments/conditions: Fees per lot= GFC@ $3,200, Meter Drop @ $500, WAC @ $125 = $3,825.00 per lot· . FEES SUBJECT TO CHANGE WITHOUT PRIOR NOTICE I certify that the above water purveyor Information Is true. This certification shall be valid for lyear from date of signature, KING COUNTY WATER DISTRICT #90 LESTER PIELE RENEWAL FEES: WI IN 1 YEAR $50.00 Agency name ~~ AFTER 1 YEAR $125.00 s:~RIITTENDENT ~ Signature . . . 12~%06 \:f ;~~(~j;:i ~; Z:\Water Availability Ccrtificatcs\Water Availability\Cambridgc Investments, LLC -15 Lots.doc. . •.. /i-s -~ ~~,., ~,2· ;,.1;. ,k 'i .1-W, ':-;,._~~~-)! ~ .,.·4'"' ~~· ,~ •(! :~·, fg:_ · :' ·--.. : 1~ -~,:_ 'ih; ... First American First American Title Insurance Company cambridge Homes 1800 NE 44th Street #200 Renton, WA 98056 USA Attention: Dale Huffman RE: 4209-948645 Cambridge Homes Inc 2101 Fourth Ave, Ste 800 Seattle, Washington 98121 (206)728-0400 / Title Transmittal 11246 142nd Avenue SE, Renton, WA 98059 Enclosed please find . Comments Pat Fullerton Title Officer Dated: December 07, 2006 r ,z --- - 100 Final N R Thursday, July 24, 2008 3:01 :33 PM Page 11 of 54 <(_ i I I I I ' L .--\-------------- ® KINUCOUNTY DEPARTMENT of ASSESSMENTS ' , --=--, ____,,_ ' ---=--~· • -' ·""-·· , - - - 4 ll I· ,• ' ------··-·-----------·----------· ··--------------·---, --= - = ------ ' + ' ! I NE 10-23-05 .. -·' i[tf" ;-1 ' - -· 1· ., , _ -·· - ,_ ; --·--------... .. --+--··-----------·----·-· -t>f.".-- • · 1 · r=;: I ~ --------~-------__ ___J 'L Form No. 14 Subdivision Guarantee Guarantee No.: 4209·948645 GUARANTEE Issued by First American Title Insurance Company 2101 Fourth Ave/ Ste 800/ Seattle/ WA 98121 Title Officer: Pat Fullerton Phone: (206)728-0400 FAX: First American Title Form No. 14 Subdivision Guarantee (4-10-75) Guarantee No.: 4209-948645 Page No.: 1 First American Title Team One First American Title Insurance Company 2101 Fourth Ave, Ste 800 Seattle, WA 98121 Phn • (206)728-0400 (800)826-7718 Fax - Pat Fullerton (206) 615-3055 Fax No. (866) 904-2177 Colleen Franz (206) 615-3050 Jennifer Salas {206) 615-3011 jsalas@firstam.com pfullerton@firstam.com d.-anz@firstam.com LIABILITY FEE $ $ Amy Garza (206) 615-3010 amgarza@firstam.com Tina Kotas {206) 61S-3012 tkotas@firstam.com SUBDIVISION GUARANTEE 1,000.00 ORDER NO.: 350.00 TAX$ 30.80 YOUR REF.: First American Title Insurance Company a Corporation, herein called the Company Subject to the Liability Exclusions and Limitations set forth below and in Schedule A. GUARANTEES Cambridge Investments, LLC 4209-948645 herein called the Assured, against loss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of . any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth above. 3. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for closing any transaction affecting title to said property. Dated: November 28, 2006 at 7:30 A.M. First American Title ' form No. 14 Subdivision Guarantee (4· 10· 75) SCHEDULE A The assurances referred to on the face page are: A. Title is vested in: Guarantee No.: 4209-948645 Page No.: 2 Verdie R. Querin and Janice F. Querin, as co-trustees of the Querin Family Trust, dated March 29, 1994, as to Parcel A; and Cambridge Homes, Inc., a Washington Corporation, as to Parcel B B. That according to the Company's title plant records relative to the following described real property (including those records maintained and indexed by name), there are no other documents affecting title to said real property or any porition thereof, other than those shown below under Record Matters. The following matters are excluded from the coverage of this Guarantee: 1. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. 2. Water rights, claims or title to water. 3. Tax Deeds to the State of Washington. 4. Documents pertaining to mineral estates. DESCRIPTION: Parcel A: The South 150 feet of the North 165 feet of the South half of the Northeast quarter of the Northwest quarter of the Northeast quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington; EXCEPT the South 65 feet of the West 150 feet thereof; AND EXCEPT the West 30 feet thereof conveyed to King County for road by deed recorded under recording no. 3263478. Parcel B: The South 65 feet of the North 165 feet of the West 150 feet of the South half of the Northeast quarter of the Northwest quarter of the Northeast quarter of Section 10, Township 23 North, Range 5 East W.M.; EXCEPT the West 30 feet thereof conveyed to King County for 142nd Avenue S.E. by Deed recorded under Recording No. 3263478. APN: 102305921805 APN: 102305939906 First American ntfe Form No. 14 Subdivision Guarantee (4-10-75) RECORD MATIERS: Guarantee No.: 4209-948645 Page No.: 3 1. Delinquent General Taxes for the year 2006 . Tax Account No.: 102305921805 1st Half Amount Billed: $ 1,215.13 Amount Paid: $ 1,215.13 Amount Due: $ 0.00, plus interest and penalty 2nd Half Amount Billed: $ 1,215.12 Amount Paid: $ 0.00 Amount Due: $ 1,215.12, plus interest and penalty Affects: Parcel B 2. Facility Charges, if any, including but not limited to hook-up, or connection charges and latecomer charges for sewer, water and public facilities of City of Renton as disclosed by instrument recorded under recording no. 8612031455. 3. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: Grantee/Beneficiary: Trustee: Amount: Recorded: Recording Information: Affects: Cambridge Homes, Inc., a Washington Corporation Homestreet Bank, a Washington state chartered savings bank First American Title Insurance Company $160,000.00 June 30, 2005 20050630001478 Parcel B 4. Terms and conditions of the Querin Family Trust, under which title is vested. 5. Right to make necessary slopes for cuts or fills upon said premises for Amelia Schewe Road as granted by deed recorded September 09, 1942 under recording no. 3263478. 6. The terms and provisions contained in the document entitled "Beneficial Easements" Recorded: March 13, 2006 Recording No.: 20060313001960 and 20060313002001 First American Title ' Form No. 14 Subdivision Guarantee (4-10-75) INFORMATIONAL NOTES Guarantee No.: 4209-948645 Page No.: 4 A. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. B. General taxes for the year 2006, which have been paid. Tax Account No.: 102305939906 Code Area: 4342 Amount: $ 3,364.60 Assessed Land Value: $ 186,000.00 Assessed Improvement Value: $ 75,000.00 Affects: Parcel A First American Title Form No. 14 Subdivision Guarantee (4-10-75) Guarantee No.: 4209-948645 Page No.: s SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except to the extent that specific assurance are provided in Schedule A of this Gl!arantee, the Company assumes no liability for loss or damage by reason of the following: {a) Defects, liens, encumbrances, adverse claims or other matters against the title, whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not the matte;s excluded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c) (1) Unpatented mining claims; (2) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (3) water rights, claims or title to water, whether or not the matters excluded under (1), (2) or (3) are shown by the public records. 2. Not'N1thstanding any specific assurances which are provided in Schedule A of thrs Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters affecting the t:tle to any property beyond the lines of the land expressly described in the description set forth in Schedule (A), (C) or in Part 2 of this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein vaults, tunnels, ramps, or any structure or improvements; or any rights er easements therein, unless such property, rights or easements are expressly and specifically set forth in said description. (b) Defects, liens, encumbrances, adverse claims or other matters, whether or not shown by the public records; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) which result in no loss to the Assured; or {3) wh,ch do not result in the invalidity or potential invalidity of any judicial or non-judicial proceeding which is within the scope and purpose of the assurances prov,ded. (c) The identity of any party shown or referred to in Schedule A. (d) The validity, legal effect or priority of any matter shown or referred to in this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition of Terms. The following terms when used in the Guarantee mean: (a) the "Assured'": the party or parties named as the Assured in this Guarantee, or on a supplemental writing executed by the Company. (b) "land": the land described or referred to in Schedule (A) (C) or 1n Part 2, and improvements affixed thereto which by law constitute real property. The term "land" does not include any property beyond the lines of the area described or referred to in Schedule (A) (C) or in Part 2, nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. (c) "mortgage": mortgage, deed of trust, trust deed, or other security instrument. (d) "public records" : records established under state statutes al Date of Guarantee for the purpose of imparting constructive notice of matters relating lo real property to purchasers for value and without knowledge. (e) "date": the effective date. 2. Notice of Claim to be Given by Assured Claimant. An Assured shall notify the Company promptly in writing in case knowledge shall come to an Assured hereunder of any claim of title or interest which is adverse to the title to the estate or interest, as stated herein, and which might cause lo~s er da,":lage for which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then all liability of the Company shall terminate with regard to the matter or matters for which prompt notice 1s required; provided, however, that failure to notify the Company shall in no case prejudice the ri,;;hts of any Assured under this Guarantee unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or P.-osecute. The Company shall have no duty to defend or prosecute any action or proceeding to which the Assured is a party, not'Nithstanding the nature of any allegar1on 1n such action or proceeding. 4. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to Coope.-ate. Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shall have the right, at its sole option and cost, to institute and prosecute any action or proceeding, interpose a defense, as limited in (o), or to do any other act which In its opinion may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or net it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this Guarantee. If the Company shall exercise its rights under this paragraph, it shall do so diligently. (b) If the Company elects to exercise its options as stated in Paragraph 4(a) the Company shall have the right to select counsel of its choice {subject to the right or such Assured to object for reasonable cause) to represent the Assured and shall not be liable for and will not pay the fees of any other counsel, nor will the Company pay any fees, costs or expenses incurred by an Assured in the defense of those causes of action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, in its sole discretion, to appeal from an adverse Judgment or order. (d) In all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of such Assured for this purpose. Whenever requested by the Company, an Assured, at the Company's expense, shalt give the Company all reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or lawful act which in the opinion of the Company may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured. If the Company is prejudiced by the failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shall terminate. 5. Proof of Loss or Damage. In addition to and after the notices required under Section 2 of these Conditions and Stipulations have been provided to the Company, a proof of loss or damage signed and sworn to by the Assured shall be furnished to the Company within ninety (90) days after the Assured shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the matters covered by this Guarantee which constitute the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such Assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers, checks, correspondence and memoranda, whether bearing a date before or after Date of Guarantee, which reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Assured shall grant its permission, In writing, for any authorized representative of the Company to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the Loss or Damage. All information designated as confidential by the Assured provided to the Company, pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, It Is necessary in the administration of the claim. Failure of the Assured to submit for examination under oath, produce other reasonably requested Information or grant permission to secure reasonably necessary information from third parties as required In the above paragraph, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured for that claim. Form No. 1282 (Rev. 12/15/95) First American Title Form No. 14 Subdivision Guarantee (4·10·75) 6. Options to Pay or Otherwise Settle Claims: Termination of Liability. In case of a claim under this Guarantee, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of liability or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for or in the name of the Assured any claim which could result In loss to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or, if this Guarantee ,s issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the option to purchase the indebtedness secured by said mortgage or said lie.1 for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of purchase. Such purchase, payment or tender of payment of the full amount of the Guarantee shall terminate all liability of the Company hereunder. In the event after notice of claim has been given to the Company by the Assured the Company offers to purchase said indebtedness, the owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral security, to the Company upon payment of the purchase price. Upon the exercise by the Company of the option provided for in Paragraph (a) the ,company's obligatiOn to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, Including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 41 and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant. To pay or otherwise settle with other parties for or in the name of an Assured cla:marit any claim Assured against under this Guarantee, together with any costs, attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph (b) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terr.,inate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4. 7. Determination and Extent of Liability. This Guarantee is a contract of Indemnity against actual monetary loss or damage sustained or incurred by the Assured claimant who has suffered loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage cf This Guarantee. The Liability of the Company under this Guarantee to the Assured shall not exceed the least of: (a) the amount of liability stated in Schedule A or in Part 2; (b) the amount of the unpaid principal indebtedness secured by the mortgage cf an Assured mortgagee, as limited or provided under Section 6 of these Cond:tions and Stipulations or as reduced under Section 9 of these Conditions and Stipul:itions, at the time the loss or damage Assured against by this Guarantee occurs, together with interest thereon; or (c) the difference between the value of the estate or interest covered hereby as stated herein and the value of the estate or interest subject to any defect, lien or encumbrance Assured against by this Guarantee. 8. Limitation of Liability. (a) If the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures any other matter Assured against by this Guarar.tee in a reasonably diligent manner by any method, including litigation and the completion of any appeals therefrom, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused thereby. (b) In the event of any litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title, as stated herein. Guarantee No.: 4209-948645 Page No.: 6 (c) The Company shall not be liable for loss or damage to any Assured for liability voluntarily assumed by the Assured in settling any claim or suit without the prior written consent of the Company. 9. Reduction of liability or Termination of Liability. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro tanto. 10. Payment or Loss. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee, all right of subrogation shalt vest in the Company unaffected by any act of the Assured claimant. The Company shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had thls Guarantee not been Issued. If requested by the Company, the Assured shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation. The Assured shall permit the Company to sue, compromise or settle In the name of the Assured and to use the name of the Assured in any transaction or litigation involving these rights or remedies. If a payment on account of a claim does not fully cover the loss of the Assured the Company shall be subrogated to all rights and remedies of the Assured after the Assured shall have recovered its principal, interest, and costs of collection. 12. Arbitration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the ntle Insurance Arbitration Rules of the American Arbitration Association. Arbitrable matters may include, but are not limited to, any controversy or claim bel:'Neen the Company and the Assured arising out of or relating to this Guarantee, any service of the Company in connection with its issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of liability is $1,000,000 or less shall be arbitrated at the option of either the Company or the Assured. All arbitrable matters when the amount of liability is in excess of 51,000,000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may include attorneys' fees only if the laws of the state in which the land is located permits a court to award attorneys' fees to a prevaillng party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13. Liability Limited to This Guarantee; Guarantee Entire Contract. (a) This Guarantee together with all endorsements, if any, attached hereto by the Company ls the entire Guarantee and contract between the Assured and the Company. In Interpreting any provision of this Guarantee, this Guarantee shall be construed as a whole. (b) Any claim of loss or damage, whether or not based on negligence, or any action asserting such claim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 14. Notices, Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Company shall include the number of this Guarantee and shall be addressed to the Company at 2 First American Way. Bldg. 2, Santa Ana, CA 92707. Form No. 1282 (Rev. 12/15/95) First American Title AFTER RECORDING MAIL TO: cambrldge Homes, Inc. 1800 NE 44th Street, #200 Renton, WA 98056 2ooso630001,n.;; PIIGEHl OF HI filed for ll!conl at ReQue$t of: First American ll~e Insurance Company STATUTORY WARRANTY DEED File No: 4203-536328 (BR) Grantor(s): Robert S. Schwiesow and Rina M. Sdlwlesow Gran\ee(s): Cambridge Homes, Inc, Ftrst Amerlan T/Ut, Insu,anc, Company Date: June 24, 2005 Abbreviated Legal: Sectlon 10, Township 23 N,, Range 5 E,, NE Quarter, NW Quarter. Additional Legal on page: ,-IRST AMERICAN C ?I ?.. , , ) Assesso~s Tax Parcel No(s): 10230S-92l8-05 .,. . J.:>V ..J v "6 THE GRANTOR(S} Robert s. Schwiesow and Rlna M. Schwluow, who acquired title as Rina M. Baker, husband and wife fOr and In consideration <:J Ten Dollars and other Good and Valuable Consideration, In hand paid, conveys, and warrants to Cambridge HomesJ }lj1, following described real estate, situated In the County of King, State of Washington. C • The South 65 feet of the North 165 feet of the West 150feet of the South 1/2 of the Northeast 1/4 of the Northwest 1/4 of the Northeast 1/4 of section 10, Township 23 North, Range S East,. W.M.; Except the West 30 feet thereof conveyed to King County for 142nd Ave. SE by deed recorded under Recording No. 3263478; Situate In the County of King, State of Washington. Subject To: This conveyance Is subject to covenants, c.ondttions, restrictions and easements, if any, affoctlng title, which may appear In the public record, lndudlng those shown on any recorded plat or survey. · .. >Is ~rt~w~sow Page 1 or2 ~L-YYJ.Se1, . ..--naM. Schwiesow LPll-10 7/97 APN: 10230S-9218-0S STATE OF Washington COUNTY OF King Stab.Jtory Warranty Died . O>'IJn<Jed ) )-ss ) 20060630001477_,,;,_ File Nos 4203·535328 (BR) Dale: 06/24/2005 l certify that I know or have satisfactory evidence that Robert S. Schwiesow and Rina M. Schwiesow, ls/are the person(s) who appeared before me, and said person(s) acknowledged that he/she/they signed this Instrument and acknowledged it to be his/her/their free and voluntary act for the :a,nd p:r::::.::~nstrument ~~ be~, Al BtleeMI! JII. 11.-6~ Notary Publlc In and for the State of Washington ,. . -· .----------, . . Residing at: fillllne Si'1o'lr(A..J1MJ-<, WA My appointment expires: I filGa;' 01,, -o )}, D <'/ ND'llliRv'-·-Pl&JC: Ill' U'B-10 7/97 IM•crlptJ.on.1 Ki.ag,WA DoCWN.at-rear.Jlo,Qtb.·.O.V~DocID 2005.630.1171 P&g., Z 0~ 2 Ord•rr 616883 Cc:aree.a.t, = ~ = _.,..... ._.., IIMI, .._ VERDIER. QUElUN 23410 160 AV SE KFNI', WA 98042 111110,111 TRAJalATION Tl QCO I , N ""'JI ffi.OF 111. m~'c&wlv~'ur E1799840 m.r~&':lv'.2.r TAX H H SAU' p N QUIT CLAIM DEED PAGE Hl fJF Nl ""Vli::c.CCXl:.D-€'l , 1e"' ~ GRANl'Ol!S, VERDIER. QUERJN and, JANICE F. QUER!N ana the commwuty colllpOOOd thereof, for and in consideration of the establishment of a Revocable living Tnat and othec good and valuable consideration, r=ipt of which is hereby acknowledged, convey and quit claim to VERDIER, QUERIN, and JANICE F. QUERIN Trustees, and subsequent trustees, of the QUERIN FAMILY TRUST, dated March 29, 1994, that certain rczl property situated in King COUNTY, STATE OF WASIIlNGTON, more fully cle,cribed as follows: The Soulh 150 feet of the North 165 feet of the South half of the Northeast quar1er of the Northwest quarter of the Northea$t quarter of Section 10, Township 23 North, Range 5 East, W. M., in King County, Washingtonj EXCEPT the South 65 feet of the West 150 feet thereof; AND EXCEPT the West 30 feet thereof C<lllvcycd to King County for road by deed recorded under Recording No. 3263478. 'IBIS 'IllAN8fEK ~ TO A REVOCABLE UVING TR.WI' FOR nm BENEP1T OP nm GRM.iOR(S) Dated this 15th day of April, 1994. by a . a ... VERDIE R, QUERIN ? f ~ . by 4V'"'fl1· ~ JANI F. Q Said document(s) ~ tor record STATE OF WASHINGTON COUNTY OF KING ) ) .. ) by Transnatlon Title as accommodat,on only n has not been wimined as to proper eicecution or as to Hs effect upon tiUa On this day personally appeared before me VERDIE R. QUERIN and JANICE F. QUEJUN, to me known to be the individuals descnbc:d in and who cxi:cutcd the within and forcgoina instrurocnt,and acknowledged that they signed the same a, their free and volunta.ry act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 15th day or April, 1994. ~tvt,,~'$4, / No ~1 fof the Stale of Washington, =idu,i at ~ (:(7;~ My commissi ~ on rj2t.. . ., I./ ~ ' I Description: King,WA Document-Year.Month.Day.DocID 200l.206.1231 Page: 1 of l Order; eer Comment~ ., Filed for record at request of; After recording 1 return to: 20050630001478.:: HomcStreet Bank Attn: Residential Construction 2000 Two Union Square 601 Union Street Seattle. WA 98101-2326 111111111111111 0050630001478 ~IRSI,!l"IP'ie! DT aa. ee .~r1n1111 ll:u KIND COUNTY, 11A Loan ;,lumber RC13216B-TEMP c:1RST AMERICAN fu3L,3I</ DEED OF TRUST, SECURITY AGREEMENT, FIXTURE FILING, AND ASSIGNMENT OF RENTS Grantor(s): Cambridge Homes, Inc. D Additional on page __ Grantee{s): Trustee: First American Title Insurance Company Beneficiary: HOMESTREET BANK D Additional on page __ 3/ /1> cf ( Legal Description (abbreviated): Section 10, Toi.nship 23 N., lunge 5 E., NE Quancr, NW artcr 00 Complete legal on EXHIBIT A Assessor's Tax Parcel Identification No(s): __:_I De.;2:..:lc:D:::.5·.:;92=18:::.-0=5 ___________ _ Reference Nos. of Documents Released or Assl ned: Not A licable. 11ri.r Deed of Trust is a SecuriJy Agreement and Financing Statement under Article 9 of the Uniform Commercial Code, with Grantor!frustor as Debtor and Grantee/Beneficiary as Secured Party THIS TRUST DEED, SECURITY AGREEMENT, FIXTURE FILING, AND ASSIGNMENT OF RENTS (the "Deed o[Trust") dated June 24, 2005, is made by and among Cambridge Homes, Inc., a Washington Corporation (collectively, if more than one individual or entity, the "Grallloi•''), whose address is 1800 NE 44"' St., Suite 200, Renton. WA 98056; First American Title Insurance Company (the "Truslee"), whose address is 2101 Fourth Ave, Ste 800, Seattle WA 98121; and HOMESTREET BANK, a Washington state chartered savings bank, (the "Beneficiary'?, whose address is 2000 Two Union Square, 601 Union Street, Seat~e. Washington 98101-2326. Graritor is also referred to herein as '1Borrower~i and Beneficiary as .. URder". Deed of Trust MJ.I/J68 JOOT/-6 JllwOJf.doe 6/22/20t>, Da•i::r1ption, ltt.ng,NA .t>oewu.a.t-r .. r.Jlfoaeb.Day.DocID 2005.6JO.l47B Page, .l of Jl Orda~r 69~BB3 Cc:am&nt, page/ Revl.red February 2000 ' 20060630001476.,,,-,_ ARTICLEl GRANT IN TRUST AND SECURED OBLIGATIONS J.1 Grant In Trust. For good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, and for the purpose of securing payment and performance of the Sc<:ured Obligations defined and described in Section 12 for the benefit of Lender, Borrower hereby irrevocably and unconditionally grants, transfers, bargains, conveys and assigns to Trustee, in trust, with power of sale and right of entry and possession, and grants a security interest in, all estate, right, title and interest that Borrower now has or may later acquire in and to the following property (all or any part of such property, or any interest in all or any part of ii, as the context may require, the "Collaleral"), which Collateral is not used principally or primarily for agricultural or farming pwposcs: 1.1.1 Land, App~rtenances, Easements. That certain real property and all interests therein located in King County, Washington, more particularly descn'bcd in EXHIBIT A attached hereto and incorporated herein by this reference, together with all existing and future easements, access rights, appurtenances, privileges, Licenses, hereditaments, franchises and tenements, including all minerals, oil, gas, and other commercially valuable substances that may be in, under or produced from any part of it (collectively, the "Lana''); l .1.2 Improvements. All buildings, structures, and improvements now located or later to be constructed on the Land (the "Improvements"); 1.1.3 Related Real Property and Improvements. All real property and improvements on it, and all appurtenances and other property and interests of any kind or character, whether described in EXHIBIT A or not, that may be reasonably necessary or desirable to promote the present and any reasonable future beneficial use and enjoyment of the Land and Improvements; I.IA Leues and Licenses. All existing and future leases, subleases, subtenancies, liccn.ses, occupancy agreements, and concessions ("Leases") relating to the use and enjoyment of all or any part of the Project (defined below), and any and ail deposits, guaranties and other agreements relating to or made in connection with any of the Leases; 1.1.5 Goods, Materials, Fixtures, Etc. All goods, materials, supplies, chattels, furniture, 'appliances, furnishings, fixtures, equipment, inventory, general intangibles, and machineiy now or later to be attached to, placed in or on, or used in connection with the use, enjoymen~ occupancy or operation of all or any part of the Project, whether stored on the Land or elsewhere, all of which shall be considered to the fullest extent oflhc law to be real property for purposes of this Deed of Trust; 1.1.6 Constructlon Materials and Equipment. All building materials, equipment, work in process or other personal property of any kind, whether stored on the Land or elsewhere, that have been or later will be acquired for the purpose of being delivered to, incorporated into, or installed in or about the Land or Improvements; 1.1.7 Borrower Funds. All of Borrower's interest in and to the proceeds of the Secured Obligations (defined below), whether disbursed or not; all present and fuwre monetary deposits given by Borrower to any public or private utility with respect to utility services fumished to the Land or Improvements; and all accounts maintained by Borrower with Lender or any subsidiary or affiliate of Lend::r, including, without limitation, any accowttoi; established in connection with the Secured Obligations; O.edo/Trust IIU/J68 J00/1-6 JJ1w011.doc 61111100$ page] De•cr1pt10111 JCil:Jg,wA Do<naaat-r•ar.Noa.t.b.nty.DocrD :JOOS.630.l.478 , •• , a of 31 Ord•r, 69618J Cozmu..at, '1 20050630001471'!.t,i, 1.1.8 Rent, Issues, and Profits. All income, rents, security or similar deposits, revenues, issues, royalties, profits, leases, earnings, products and proceeds of the Land or Improvements, including, without limitation, all rights to the payment of money, accounts, accounts receivable, reserves, deferrcl payments, refunds, cost savings, insurance or condemnation proceeds, payments and deposits, and any proceeds from the sale of any Jots comprising the Land and any Units, and any deposits on account thereof (collectively. the "Rents, Issues and Profiu''); 1.1.9 Contracts and Plans. All construction contracts and subcontracts, consulting agreements, fmancing commitments and agreements, joint development agreements, service and maintenance agreements, marketing and listing agreements, lot reservation agreements, purchase and sale agreements, and other existing and future contracts relating to the Project, together with all deposits, escrows, payments, or other proceeds thereunder; and all plans and specifications for the construction of the Improvements (the "PlllllS''); J.1.10 Miscellaneous Personal Property. Any and all personal property of any kind whatsoever, whether tangible or intangible, that is used or will be used in construction of, or is or will be placed upon or is derived from or used in any connection with the use, occupancy or enjoyment of, the Land or Improvements; 1.1.11 Books a11d Records. All books and records pertaining to any and all of the property described above, including records stored on computer readable media, and a limited sublicense to use the computer hardware or software necessary to access such records ("Books a11d Recards"); 1.1.13 RJghts Under Condominium Laws. All of Borrower's right, title and interest in and to any and all units, declarant rights, and any other rights relating to the Land or the lmprovomcnts, whether now existing or subsequenUy arising, under any and all laws now existing or later enacted relating to condominiums; 1.1.14 Additional Property. Any additional pmonal property otherwise set forth herein or listed on any UCC-1 financing statement filed to perfect Lender's security interest hereunder: and · 1.1.1~ Proceeds. All proceeds of, additions and accretions to, substitutions and replacements for, and changes in any of the property described above. The Land, Improvements, related real property. and all personal property now or hereafter installed on or used in connection with the Land and/or Improvements are collectively referred to herein as the "Project..,~ The Project constitutes the bulk of, but not the entirety of, the Collateral. 1.2 Secured Obligations. Borrower makes the grant, conveyance, transfer and assignment set forth in Section l. l and grants the security interest set forth in Section 2. l for the purpose of securing the following obligations (the "Secured Obligations '1 in any order of priority that Lender may choose: 1.2.1 Promissory Note. Payment of all obligations at any time owing under that certain Adjustable Rate Promissory Note payable by Borrower, as maker, to the order of Lender, executed concurrently herewith (the Nou), evidencing a loan from Lender to Borrower in the maximum outstanding principal amount of One Hundred Sixty Thousand Dollars and No/lOO's Dollars, (S160,000.) {th~ "Loan''), together with interest thereon at a variable rate and any modifications, extensions ar renewals thereof, whether or not any such modification, extension or renewal is evidenced by a new or additional promissory note or notes. Deea' of 'l'rvst #UIJ64 IOD/1.d 3/lwOll.Mt: 6121/ZfXJS pageJ 20060630001478.;; The Note will mawrc on 12 months from note dete, unless accelerated or extended pursuant 10 the te1ms of the Note. 1.2.2 Loan Documents. P•yment and/or performance of each and every other obligation of Borrower under the Note, this Deed of Trust, any construction or land loan agreement executed in conjunction therewith (the "Loan Agreemenl''), all other documents evidencing, securing, or otherwise governing the Loan (specifically excluding, however, for purposes of cotablisbing the Secured Obligations, any obligations of borrower arising solely under any guaranty of the Secured Obligations or any indemnity agreement that by its terms is not secured hereby), and any and all amendments, modifications, and supplements thereto (the "Loan Documents"), the provisions of which arc incorporated herein by this reference; 1.2.3 Related Loan Documents. Payment and/or pcrfonnance of each covenant and obligation lo be performed pursuant to any and all loan documents (the "Rdaud Loa11 Documti1U") that have been or may be executed by Borrower or related entities owned or controlled by, or under convnon ownen,hip or control by Borrower, collectively, the "Affiliates" securing one or more insent or future loans by Lender or its •fliliates to Borrower or its Affiliates (collectively, the "Rda!ed Loam'?, whether now c~isting or made in the fuWre, together with any and all modifications, extensions and renewals thereof; provided, however, that nothing contained herein shall be construed as imposing an obligation upon Lender, or as evidencing Lender's intention, to make llflY Related Loan to Borrower, or any Affiliate: l .2.4 Future Obligations. Payment to Lender of all future advances, indebtedness and further Slllllll and/or performance of such further obligations as Borrower or the then record owner of the Project or the then owner of the balance of the Collateral may undertake lo pay and/or perform (whether as principal, surety, or guarantor) for the benefit of Lender, its successors or assigns, when such borrowing and/or obligations arc evidenced by a written instrument reciting that it or they are secured by this Deed ofTnist; and l.2.5 ModUkatloas and Ameodments. Payment and performance of all modifications, amendments, extensions, and renewals, however evidenced, of any of the Se<:urcd Obligations. All persons woo may have or acquire an interest in all or any part of the Collateral will be considered to have notice of, and will be bound by, the terms of the Secured Obligations and each other agreement or instrument made or entered into in connection with each of the Secured Obligations. ARTICLEZ SECURITY AGREEMENT 2.1 Grant of Security Interest. This Deed ofTrusl creates a lien on the Collateral, and constitutes an absolute assignment of the Rents, Issues and Profits and of the Leases, all in favor of Lender. To the extent that any part of the Collateral or Rents, Issues and Profits and Leases may be, or are determined lo be, personal property, Borrower, as debtor, hereby grants 10 Lender, as secured party, a security interest in such part of the Collateral and Rents, Issues and Profits and Leases as is determined to Deed o/Tru.rt pag,4 #U/168 JQOl/-6 JJ1w0Jfdot: 6/ll/2005 ' 2005063000147~_::::_:· be personal property, to secure payment and performance of the Secured Obligations. Ai to such personal property, this Deed of Trust constitutes a security agreement under the Uniform Comrnen:ial Code of the state in which the Project is located (the "Project Stau"). 2.2 Perfection of Security Interest. Borrower hereby authorizes Lender to file one or more financing statements, continuation statements, financing statement amendments, and such other documents as Lender may from time to time require to perfect and continue the perfection of Lender's security interest in any part of the Collateral or the Rents, Issues and Profits and Leases. Borrower sha 11 pay all fees and costs that Lender may incur in filing such documents in public offices and in obtaining such record searches as Lender may reasonably require. If any financing statement or other document is filed in the records normally pertaining to personal property, that filing shall not be construed as in any way derogating from or impairing the declaration and the stated intention of the parties hereto that the Collateral and all components thereof are, to the ma,imum extent possible, real property or otherwise impair the rights or obligations of the parties under this Deed of Trust. 2.3 Fixture Filing. This Deed of Trust constitutes a financing statement filed as a fixlUre filing under the Uniform Commercial Code in effect in the Project State, as amended or reeodified from time to time, covering any part of the Collateral that now is or later may become fixtures attached to the Land or Improvements. 2.4 Nature of Collateral. Borrower and Lender agree that the filing of a financing statement in the records having to do with personal property shall never be construed as in any way derogating from or impairing the declaration and the stated intention of the parties hereto that the Collateral and all components thereof are, to the maximum extent possible, real property, subject to Lender's right on default to e<ereisc. in any manner permitted by applicable law, those remedies (a) available to Lender under this Deed of Trust, (b) available to Lender as a secured party under the provisions of the UCC, or (e) otherwise provided for by law or available in equity. Whenever Lender's security shall be deemed to include personal property, Lender shall be entitled to foreclose against such property in connection with and a, a part of any judicial or nonjudicial proceeding against the real property secured hereby, the parties hereby acknowledging that such foreclosure constitutes a commercially reasonable method of selling such property, or, in Lender's sole discretion and as permitted by applicable law, to pursue any and all other remedies afforded a secured party under the UCC or other applicable law. In case ofa default hereunder, Borrower agrees to assemble all such property and make it available to the Trustee or Lender as secured party at a place to be designated by such party that is reasonably convenient to all parties. 3.1 Asslgnrnent of Rents. ARTICLE3 ASSIGNMENTS 3.J.J AssJi:nrnent, Borrower hereby irrevocably, presently, absolutely and unconditionally assigns and transfer,; to Lender: (a) the Rents, Issues and Profits, whether now due, past due, or to become due, together with the right, power and authority to collect the same, (b) all Leases by or through Borrower as lessor, written or oral, now in existence or hereafter arisingJ and any and all exten,ions or renewals thcn,of, together with the right, power and authority of Borrower to alter, modify or change the terms thereof or surrender, cancel or terminate the same, and (c) any and all guarantees of Deed of Trust #l4JJ68 I00/1-.6 JUWOl!~c 6112/200S pageJ 200606300014 7~. ·:··:·· any obligatiQns of any lessee under each of the Leases (a "Lessee"). The assignments in this Section are absolute assignments and irrevocable from Borrower to Lender and not merely the passing of security interests or assigrunents for security only. 3.1.2 Granl of l.Jcense. Lender hereby confers upon Borrower a license ("Lfce11se'1 to collect and retain the Rents, Issues and Profits as they become due and payable, and to administer the Leases, so long as no Event of Default, as defined in Soction 6.1, shall exisl and be continuing. If an Event of Default has occurred and is continuing, such License shall terminate without notice lo or demand upon Borrower, without regard to the adequacy ofl.cnder's security under this Deed ofTrusr. 3.1.3 Collection aad Application of Rents, Issues and Profits. Subject to the License granted to Borrower under Section 3.1.2, Lender has the right, power, and authority to oollect any and all Rents, Issues and Profits and administer the Leases. Borrower hereby appoints Lender its altomey-in-fact, coupled with an interest, to, at such times as Lender may choose in its sole discretion: (a) demand, receive and enforcepa~nt ofany and all Rents, Issues and Profits; (b) give receipts, releases and satisfactions for any and all Rents, Issues and Profits; or (c) sue either in the name of Borrower and/or in the name of Lender for any and all Rents, Issues and Profits. Lender's right to the Rent•, Issues and Profits does not depend on whether or not Lender takes possession of the Project as permitted hereunder. 3.1.4 Lender Nol Responsible. Under no circumstances shall Lender have any duty to produce Rents, Issues and Profits from the Project. Regardless of whether or not Lender, in person or by agent, takes actual possession of the Project, Lender is not and shall not be deemed to be: (a) a "mortgagee in possession" for any purpose; (b) responsible for performing any of the obligations of the lessor under any Lease; (c) responsible for any waste committed by Lessees or any other parties, any dangc'rous or defective condition of the Project, or any negligence in the management, upkeep, repair or control of the Project; or (d) liable in any manner for the Project or the use, occupancy, enjoyment or operation of all or any parl ofit, except for such matters as may arise from the willful misconduct and bad faith of Lender. 3,1.S Leasing. Borrower shall not lease the Project or any part of it unless permitted under .the Loan Agreement, and then only strictly in accordance with the Loan AgreemenL If any leasing is permitted, Borrower shall not accept any deposit or prepayment under any Lease for any rental period exceeding one month without Lender's prior vvritten consent. 3.2 Assignment of Perm!U, Contracts, and Plans. In addition to and without in any way derogating from the security interest granted Lender in the Collateral, Borrower hereby assigns, grants, transfers, and sets over unto Lender, Borrower's right, title, and interest in, to, and under any and all permits, approvals, corrunitments, designs, plans, specifications, construction, architectural and engineering contracts, subcontracts, appraisals, listing agreements, and any and all other conlraets for work product relating to development or construction on the Pro~rty or any part thereof, together with all amendments, modifications, supplements, revisions, and addenda thereto heretofore or hereafter prepared or executed (collectively, the "Permil:;, Conl¥1U:U, allil Phm•''). 3.2.1 Security for Loan. This assignment is made a, additional security for the payment and performance of all of the Secured Obligations. 3.2.l Liabilities. Lender does not assume any obligations or duties of Borrower under the Permits, Contracts. and Plans unless and until Borrower shall have been given written notice that Lender is exercising its right to complete or cause the completion of construction on the Property in Deed of Trust lll4JJ68 /(R}l/,6 JJlwO/!.d~ 6121!200S De11cr:l.pt!oat Ki.ng,tl.l. .DocWNDe-:r-.r.Jfoct.b • .n.,y.JJocrD l005.6.30.1•7s l'•g•i 6 oL 3l Ord•r1 61~88~ Coramea.tt page6 20050630001478::·: accordance with the terms oftht: Loan Documents. If Lender does not directly undertake to complete development or constniction of the Pr<>pcrty, Lender may assign such Permits, Contracts, and Plans to, and such obligations and duties of Borrower in connection with the Permits, Contracts, and Plans shall be assumed by, the person or entity designated by the Lender for the purpose of completing such development or constniction, and Lender shall have no liability whatsoever for the performance of any such obligations and duties. 3.2.3 Representations and Warranties of Borrower. Borrower represents and warrants to Lender that 3.2.3.1 No Prior Assignments. There have been no prior assignments of its rights, title, and interest in, to, and under the Permits, Contracts, and Plans; 3.2.3.l Authority. Borrower has full power and authority to assign its rights, title, and interest in, to, and under toe Pcrmi:s, Contracts, and Plans to Lender and no consents or approvals of any other person or entities are necessary in order for BotTOwer to validly execute, deliver, and perform this assignmrnt; 3.2.3.3 No Defaults or Modifications. All covenants, conditions, and agreements set forth in the Permits, Contracts, and Plans have been performed as required as of the date hereof and neither Borrower nor any other party is in default thereunder. BotTOwer shall not amend or modify any of the terms and conditions of the Permits, Contracts, and Plans without the prior written approval of Lender, nor shall Borrower assign, transfer, mortgage, or otherwise convey or encwnber any of its rights, title, or interest in, to, or under the Permits. Contracts, and Plans so long as any of BOtTOwer's obligations under the Loan Documents remain unfulfilled. 3.2.4 Attorney-in-Fa<!, Borrower hereby irrevocably constitutes and appoints Lender as its attorney-in-fact, upon the occurrence of any defaults hereunder or under any of the other Loan Documents, to demand, receive, and enforce any and all of Borrower's rights under and with respect to the Permits, Contracts, and Plans, and to perform any and all acts with respect to the Pennits, Contracts, and Plans that Lender deems necessary or desirable with the same force and effect as ifperforrned by Borrower in the absence of this assignment. 3.2.5 Assignment for Security. This assignment is for security purposes only. Lender shall have no right pursuant to this assignment to enforce Borrower's rights with respect to the Permits, Contracts, and Plans until Borrower shall be in default under any of its obligations to Lender pursuant to this Deed of Trust or any of the otoer Loan Documents. On the occurrence ofany such default, Lender, without effecting any of its rights or remedies against Borrower under any other instrument, documcmt1 or assignment, may ex.crcise its rights under this assignment or in any other manoer permitted by applicable law, and in addition, Lender shall have and possess, without limitation, any and all rights and remedies of a secured party under the UCC or as otherwise provided by law. 3.2.6 Indemnity. Borrower shall indemnify and hold Lender harmless from and against any and a11 claims, demands, liabilities, losses, lawsuits, judgments, damages, costs and cxpcnses1 including, without limitation, attorneys' fees and costs, to which Lender may be exposed or which Lender may incur in exercising any of its rights under this assignment. Deed o/Trwst page 7 PIUIJ18 /0011-6 JIJw()l!.doc 6/1'21200, ' ' ARTICLE4 ENVIRONMENT AL AND ACCESS LAWS 4.1. Definitions. The following terms shall have the meanings specified below: 200506300014 7~. : : 4.1.1 "Access Laws" means the Fair Housing Act of 1968 as amended, the Americans With Disabilities Act of l 990 as amended, all government and private covenants, conditions, and restrictions relating to the Land, building code requirements and laws affecting the construction of improvements on the Land, and all other federal, state and local laws, ordinances, regulations and rule., relating to the construction, operation, and maintenance of the improvements on the Land and the marketing and use of such improvements in a non-discriminatory manner. 4,1,2 "Affected Property" means any real property adjacent to or near the Project, the use of which could reasonably cause contamination of the Projcc~ or which could become contaminated with Hazardous Substances as a result of construction, operations or other activities invoMng Ha,ardous Substances on, under, or over the Land. 4.1.3 "Environmental Laws" means all federal, state and local laws, starutes, codes, ordiruinces, regulations, judgments, orderS, injunctions, decrees, covenants, restrictions and standards presently in effect or that may be promulgated in the furure relating to the use, release, handling, storage, transportation, clean-up, or other disposal of Hazardous Substancea, or relating to the water quality, air quality, soils quality, and other environmental quality of real property and improvemenlS constructed upon real property, as SllCh laws and ordinances may be amended from time to time. 4.1.4 "Environmental Reports" means the soils, geologic, and engineering reports prepared to assess any environmental tisks associated with the Project or otherwise required by Lender. 4.1.S "HllZ2rdOU$ Substances" means any waste, pollutants, contaminants, petroleum or petroleum product, asbestos, trernolitt, anthophylite or actinolitc, polychlorinatcd biphenyls, or other chemical, substance, or material that: {i) after release into the environment and upon exposure, ingestion, inhalation, or assimilation, eilher directly from the environment or indirectly by ingestion through food chains, will or may reasonably be anticipated to cause death, disease, behavior abnormalities, cancer and/or genetic abnormalities, or {ii) is now or at any time in the future becomes regulated under, or is defined, classified or designated as hazardous, toxic, radioactive or dangerous, or other similar term or category under any Environmental Laws. 4.2 Representations and Warranties. Borrower makes the following representations and warranties to Lender: 4.2.1 Environmental Laws. Except for any contamination or environmental condition that may be disclosed in any environmental reports obtained by Lender prior to the date hereof or 1hat has otherwise been disclosed in writing by Borrower to Lender, Borrower has no knowledge of: (i) the presence of any Ha,ardous Substances on the Project, including all personal property located on the Land, the soil and the groundwater on or under the Land, including any streams crossing or abutting the Land, and the aquifer underlying the Land, (ii) any spills, releases, discharges or disposal of Hazardous Substances that have occurred or are presently occurring on or into the Project or the Affected Prop,rty, and {iii) any failure of the Project to comply fully with al) applicable Environmental Laws. To the·bcst of Borrower's knowledge, Borrower's intended uses of the Project, including but not limited to the improvements and materials to be constructed and installed on and in the Project and the work method for accomplishing such construction, comply fully with all Environmental Laws. De<do/Trusl JJ/4/J(JIJ IOOJ/-6 JJ2'WOl!.drx: 61221200S page8 :O.•crfpt!oa, lttag,ta. .Pocu-.ut-Y..r.llaath,Day,DocID 2005,6J0,147B P•V•t 8 oE 31 Ord•rr 696BB3 CoaaaJJ.tl 2006063000147~.-:<, 4.2.2 Access Laws. Except for any non-compliance that has bcffl disclosed in writing by Borrower to Lender, Borrower has no knowle<lge of any failure of the Project or the plans and specifications for improvements on the Project to comply fully with all applicable Access Laws. To the best of Borrower's knowledge, Borrower's intended uses of the Projec~ including but not limited to the improvements and materials to be constructed and installed on and in the Project, the work method for accomplishing such construction, and the plan for marketing the hnprovcmcnts conslructcd on the Land comply fully with all Acocss Laws. 4.3. No Waivers of Other Indemnifications Relating to Environmental Condition. Except as set forth herein or in any separate indemnity agreement executed by Borrower in connection with the Loan: {i) Borrower has not and will not release or waive the liability of any past or current owner, lessee, or operator of the Project, any party who perfonns work on the Project, or any party who may be responsible for the presence of or removal of Hazardous Substances on or from the Project or the Affected Property, and (ii) Borrower has made no prior promis .. of indemnification to any party relating to the existence or non-existence ofH=dous Substances on the Project. 4.4. Obligation lo Comply with Envfronme•tal and Access Laws. Borrower shall conslrucl, keep, and maintain the Collateral in compliance with any and all laws relating to public safety and the condition of the environment, including out not limited to the Environmental Laws and the Access Laws. Borrower covCDAltts that, so long as Borrower owns any interest in the Project, Borrower and Borrower's agents, contractors, authorized representatives, and employees shall not engage in any of the following prohibited activities, and Borrower shall use diligent efforts to assure that Borrower's invitees and tenants, and such tenant's employees, agents, and invitees shall not (i) cause or pennit any release or discharge of Hazardous Material on the Project other than in full compliance with all Environmental Laws; (ii) cause or permit any manufacturing, storage, holding, handling, usage, placement, transponing, spilling, leaking, discharging, or dumping ofHa,,ardous Material in or on any portion oftbe Project other than in full compliance with all Environmcotal Laws; (iii) suffer or pennit any other act upon or concerning the Project that would result in a violation of any Environmental Law or require any alterations or improvements to be made on the Project under any of the Environmental Laws; or (iv) suffer or permit any other act upon or concerning the Project that would result in a violation of any Access Law or require any alterations or improvements to be made on the Project under any of the Access Laws. 4.5. ObUgation to Cure Non-Compliance. 4.5.l If Borrower at any time becomes aware of (i) any Hazardous Substances on or other environmental problem or liability with respect to the Project or any Affected Prope,:ty, (ii) any failure of the Project or the hnprovcments to comply with any of the Environmental Laws, (iii) any failure of the Project or the Improvements or the marketing efforts and other operations undertaken with respect thereto to comply with any of the Access Laws, or {iv) any lien, action or notice resulting from violation of any Environmental Laws or Access Laws, Borrower shall immediately notily Lender, and shall thereaf\er exercise due diligence to ascertain the scope and nature of such condition and provide all notices that state or federal law may require. 4.5.2 II; UpQn giving such notice or for any other reason, one or more govenuncntal agendes having appropriate jurisdiction requires removal or treatment of Hazardous Substanees from or on the Project or the making ofaitcrations to the P,oject to conform to Access Laws, or such removal, treatmcn~ or alteration is required by Environmental Laws or Access Laws, Borrower will: (i) take ail actions that are necessary or desirable to clean up any Hazardous Substances affecting the Project, Deed o/Tru:;t tlJ4/J68 JOOJ/·6 JJ]t,,(JJl.doc fJl12/1f)()J pag,9 200606300014 78.: : including removal, treaamnt, containment or any other remedial action required to restore the Project to a safe condition in compliance with applicable laws and regulations, including Environmental Laws, . (ii) take all actions that are necessary or desirable to modify the Project and all Improvements and marketing materials so as to achieve compliance with applicable laws and regulations, including Access Laws, and/or (iii) attempt, through appropriate legal or administrative proceedings, to obtain a stay of enforcement proceedings if Borrower believes in good faith that Borrower is not required by law to cure such Hazardous Substances condition or to make alterations to comply with Access Laws. 4.5.3 Except for removal or treatment of any Hazardous Substances deposited on the Project by Lender, Borrower agrees that the amelioration, treatment, containment, or removal of all Hazardous Substances that may be discovered on the Project shall be at Borrower's sole expense, reser,ing unto Borrower any claims for contribution or indemnity that Borrower may have against other parties who may be held liable therefor. 4.6. Indemnification or Lender. Borrower shall indemnify and hold Lender harmless from and against any and all claims, demands, carnages, losses, liens, liabilities, penalties, fines, lawsuits and other proceedings and costs and expenses (including attorneys' fees and disbursements) that result in actual cost and expense to Lender prior to any tra.~sfer of the Project pursuant to foreclosure proceedings or in ]'ieu thereof, and arise directly .or indirectly from or out oft or in any way connected with: (i) the inaccuracy of the representations contained herein; (ii) any activities on the Project during Borrower's ownership, possession or control of the Project th<t directly or indirectly result in the Project or any Affected Property becoming contaminated with Hazardous Substances; (iii) the discoveiy and/or clean up of Hazardous Substances that were deposited on or were existing on the Project prior to such a transfer or that VICre dep0$ited on any Affected Property as a result of Borrower's actions or omissions; or (iv) any alleged or actual failure of any improvements now or hereafter constructed on the Project to continuously comply with all Access Laws now or hereafter enacted for any reason whatsoever. Borrower acknowledges that, as between Borrower and Lender, Borrower will be solely responsible for all costs and expenses relating to the clean up ofHazarcous Substances from the Project or the clean up of any Hazardous Substances from any Affected Property as a result of Borrower's actiOlls or omissions and the modification and correction of any of the improvements constructed on the Project so as to comply fully with all Access Laws. ARTICLE5 RIGHTS AND DUTIES OF THE PARTIES 5.1 Performance or Secured Obligations. Borrower shall promptly pay and perform each Secured Obligation in accordance with its terms. 5.2 Representation, and Warranties. Borrower represents and warrants that, except as previously disclosed and accepted by Lender in writing: 5.2.l Tille to Land and Improvements. Borrower holds fee simple title to all of the Land and Improvements, subject only to such exceptions and encumbrances as have been approved in writing by Lender (the "Permitted Exceptions"), and Borrower has or will have good title to all portions of the Collateral other than the Land and Improvements. 5.2.2 Title to PerJOnal Property. Borrower owns any portion of the Collateral that is personal property free and clear of any security agreements, reservatioos oftitle, or conditional sales Deed o/Trusr #UIJ68 J(J(}/J-6 Jl2w0/l.do-c 612112005 page JO 20050630001478,ij i contracts, and there is no firuincing statement affecting such personol property on file in any public office other than in Lender's favor. 5,1.3 Rijlht to E11cumber/Prlorlty. Borrower has the full and unlimited power, right, and authority to encumber the Collateral and assign the Rents, Issues and Profits and Leases. Upon recording of this Deed of Trust and filing ofa UCC Financing Statement with respect to any portion of the Collateral that is determined to be personal property, this Deed of Trust, Security Agreement, and Fixture Filing will create a first and prior lien on the Collateral that is subject and subordinate to no other liens excopt for the Permitted Exceptions. 5.2.4 Commerdal Purposes. The Loan and the other Secured Obligations were obtained by Borrower and will contmue to be used for commercial or business purposes, other than agricultural, timber, or grazing purposes, and not for personal, family or household pwposes. 5.3 Taxes and Assessments. Borrower shall pay or cause to be pa;d when due, all general real and personal property taxes, special and supplemenml real and personal property taxes and assessments, license fees, license taxes, levlcs 1 charges, penalties, or other taxes or similar itl1)0Sitions imposed by any public or quasi-public authority or utility company that are or may become a lien upon the Collateral or any portion thereof or interest therein, or that may cause any decrease in the value of the Collateral or any part of it Borrower shall also pay when due all real property taxes, assessments, levies and charges imposed by any public authority upon Lender by reason of its interest in the Collateral created hereby. All of the foregoing taxes, assessments and other charges payable by Borrower with respect to the Collateral arc collectively referred to as the "lmporilwns." If requested by Lender, Borrower shall furnish Lender with receipts from the appropriate taxing authority or other proof satisfactory to Lender that all Impositions have becn paid on or before the date upon which they become delinquent. 5.4 Liens, Charges aad Encumbrance,, Bonower shall not encumber or permit the encumbrance of the Collateral without Lender's prior written consent and Borrower shall inuncdiately discharge any lien on the Collateral to which Lender has not consented in writing. Borrower shall pay or cause to be paid when due all obligations secured by or reducible to liens and encumbrances that shall now or hereafter encumber or appear to encumber the Collateral or any part thcrcof, all claims for work or labor performed, or materials or supplies furnished, in connection with any work upon the Project, whether the lien, charge or encumbrance is or would be senior or subordinate to this Deed of Trust; provided, however, that Borrower shall not be in default hereunder due to any such liea, charge, or encumbrance that is a Permitted Exception. Lender hereby expressly reserves the riJib.t to advance any and all funds necessary lo cure any and all such obligations, and/or claims. 5.5 Required Insurance. Borrower shall keep the following insurance coverages in effect with respect to the Collateral: (a) builder's risk insurance against loss by fire and the hazards now or heroaftcr embraced by the standard "All Risk" form of insurance, including course of construction insurance covering theft of materials, in an amount equal at all times to the full insurable value of the Improvements. All such insurance coverage shall conlllin a "replacement cost endorsement" without reduction for depreciation, and shall also contain loss of rents and/or business interruption insurance coverage) a fluctuating value endorsement with a waiver of the co,.insurance clause {or 811 agreed amount endorsement with an inflation guard e,idorsement), and shall contain such other endorsements as Lender may reasonably request. All such endorsements shall be in form and substance satisfactory to Lender; (b) c<>mprehensive public liability insurance against claims for bodily injury, death or property damage occurring on, in or about the Land of the Improvements in amounts and on terms =eptable to the Deed of Trust page II #141168 IOOIJ.6 J/2wOl!.dac 6112/'JOOS 20060630001478.,i,. Lender: (c) flood insurance in an a!ll()unt satisfactory to Lender and on temu; satisfactory to Lender if the Land is located in a designated flood hazard area; and (d) insurance against such similar or other hazards, casualties, liabilities and contingencies, in such fonns and amounts, as Lender may from time to time reasonably require. Each insurance policy shall be with a company and in a form acceptable to Lender. Each hazard insurance policy shall include a Form 438BFU or equivalent mortgagee endorsement in favor of Lender. Each liability insurance policy shall name Lender as an additional .in.sured. All required policies will provide for at least ten (10) days' written notice to Lender prior to the effective date of any cancellation or material amendment, which term shall include any reduction in the scope or limits of coverage. Borrower shall furnish to Lender the original of each required insurance policy, or a certified copy thereof together with a certificate of insurance setting forth the coverage, the limits ofliability, the carrier, the policy number and the expiration date. Borrower shall promptly furnish to Lender all renewal notices relating to insurance policies. Borrower shall pay all premiums on insurance policies directly to the carrier. At least thirty (30) days prior to the expiration date of each such policy, Borrower shall furnish to Lender a renewal policy in a form acceptable to Lender, together with evidence that the renewal premium bas been paid. As security for the Secured Obligations, Borrower hereby assigns to Lender all required insurance policies, together with all proceeds thereof, rights thereto and all unearned premiums returnable upon cancellation. S.6 Insurance and Condemnation Proceeds. 5.6.1 Payment to Lender. Borrower hereby absolutely and irrcvoeably assigns to Lender, and authorizes the payor to pay to Londer, the following claims, causes of action, awards, payments and rights to payment, together with all interest that may accrue thereon (collectively, the "Claims''"): 5.6.1.1 Condemnation Awards. All awards of damages and all other compensation payable directly or indirectly because of a condemnation, proposed condemnation, or taking for public or private use that affects all or part of the Collateral or any interest in it; 5.6.l.2 Warranty Claims. All awards, claims, and causes of action arising out of any warranty affecting all or any part of tl:e Collateral, or for damage or injury to or decrease in value of all or part of the Collateral or any interest in i~ and S.6.1.3 Insurance Proceeds. All proceeds of any insurance policies payable because of damage or loss sustained to all or part of the Collateral. S.6.2 Notloo to Lender. Borrower shall immediately notify Lender in writing if: (i) any damage occurs or any injury or loss is sustained to all or part of the Collateral, whether or not covered by insurance or warranty, or any action or proceeding relating to any such damage, injury, or loss is commenced; or (ii) any offer is made, or any action or proceeding is conunenced, that relates to any actual or proposed condemnation or taking of all or part of the Collateral. S.6.3 Panuit of Claims. Borrower shall pursue recovery of all such Claims and defend its rights under any proceeding for condemnation of the Collateral or any part then:of and prosecute the same with due diligence to its final disposition, and shall cause any awards or settlements to be paid over to Lender for disposition pursuant to the lenns of this Deed of Trust Lender may, at Lender's option and in Lender~s sole discretion, as attorney-in-fact for Borrower, make proof of loss and adjust and compromise any Claims, appear in or prosecute any action or proceeding to enforce the Claims, or participate in any action or proceeding relating to condemnation or taking of all or part of the Collatenl, and may join Borrower in adjusting any loss covered by insurance. Borrower shall deliver or v .. do/Trust #l4JJ68 J00/1-6 JJ2w0/f.dc,c 61111200$ page/1 20050~00014 78.(i·; cause to be delivered to Lender such instruments as may be requested by Lender from time to time to permit Lender to take any such actions. 5.6.4 Application of Proceeds. All proceeds of the Claims that Borrower may receive or be entitled to receive shall be paid to Lender. Lender shall apply any proeccds received by it hcreuader first to the payment of the reasonable C<Jsts and expenses incurred in the collection of the proceeds. Lender shall then apply the remaining balance of such proceeds (the "Net Qalm:r Proceeds''· in ils absolute discretion and without regard to the adequacy of its security: (i) to any of the Secured Obligations, notwithstanding the fact that Secured Obligations may not be due according to the terms thereof; (ii) to reimburse Borrower for the costs of reconstructing the Improvements or otherwise repairing or restoring the Collateral; or (iii) to Borrower; provided, however, that if there arc no outstanding Events of Default under any of the Loan Documents and Borrower establishes, to Lender's reasonable satisfaction, that Borrower has sufficient funds, including the Net Claims Proceeds, to fully rebuild or repair the Collateral within the remaining term of the Loan and without delaying the completion date of the Project, Lender shall make disbursements of the Net Claims Proceeds for purposes of repair or restoration of the Collateral, 5.6.5 Restoration. lfthe Net Claims Proceeds arc used to reimburse Borrower for the cost of reconstruction, restoration, or repair of the Collateral, the Collateral shall be promptly and diligently restored by Borrowor to the equivalent of its condition immediately prior to the casualty or condemnation in accordance with the Plans or to such other condition as Lender may approve in writing, and disbursements of such Net Claims Proceeds shall be in accordance with disbursement procedures acceptable to Lender. If, after applying the Net Claims Proceeds to the Secured Obligations, Lender reasonably determines the remaining security to be inadequate to secure the remaining Secured Obligations, Borrower shall, upon written demand from Lender, repay an amount that will reduce the remaining Secured Obligations to a balance for which adequate security is present S. 7 Mal•tenance and Preservation of the Collateral Borrower covenants: (a) to maintain and preserve the Collateral in good condition and repair and in a prudent businesslike manner; (b) not to remove, demolish or structurally alter the Collateral or any part thereof, or alter, restore or add to the Collateral, or initiate or allow any change in any zoning or other land use classification that affects the Col lateral or any part of i~ except with Lender's express prior written consen~ and except such alterations as may be required by Jaws, ordinances, rules, regulations, or orders of governmental authorities or by the terms hereof; (c) to comply with and not suffer violations of any existing and future subdivision laws, building codes, zoning laws and reglllations, and other laws, regulations, ordinances, rules, codes 1 orders, directive$, guidelines, building restrictions and requirements of? and all agreements with and commitments to, all federal, state, county or municipal governmental, judicial or legal authorities or agencies having jurisdiction over the Borrower or the Project, including those pertaining to the construction, sale, lease, or financing of the Improvements, and all recorded covenants and restrictions affecting the Projeet(the "Requirements"); (d) not to commit or permit any waste to or deterioration of the Collateral; (e} to porfotm all other acts that from the character or use of the Collateral may be reasonably necessary to maintain and preserve its value; (I) to perform all obligations required to be perfonmcd under the Loan Documents, and all other obligations of Borrower pertaining to the Collateral; and (g) to execute and, where appropriate, acknowledge and deliver such further instruments as Lender or Trustee may deem necessary or appropriate to preserve, continue, perfect and enjoy the secUTity provided for herein. Deed o/Trust IIU/J64 Jf)()/J--6 JllwO/!.d« 6/2V1otJS DeMcr.:.tptio.c.1 JC1ng,~ .DocWD-.i1t-r•ar.llo.at:.b • .Da,Y.DocID 2005.630.l4'1B Paga, l.J o~ Jl Order, 696SSJ Cc:a:Dm1t, pcge 13 20050630001478.:'. 5.8 Defen•e and Notlte of Actions; Costs. Borrower shall, without liability, cost, or expense to Lender or Trustee, protc<:t, pre.serve, and defend Borrower's fee in=st in and to the Project and Borrower's interest in the Collatetal, the security of this Deed ofTrus4 any additional or other security for the Secured Obligations, and the rights or powers of Lender or Trustee hereunder against all adverse claims. Said protc<:tion, preservation, and defense shall include, but not be limited to, protection, preservation and defense against all adverse claimants 10 and encumbranccrs of Borrower's inlerCst in the Collateral, whether or not such claimants or encumbrancers assert an interest paramount to that of Lender. Borrower shall give Lender and Trustee prompt notice in writing of the tiling of any such action or proceeding. Borrower shall pay all costs, fees, and expenses including, without limitation, costs of evidence of title, trustees' fees, and reasonable attorneys' fees paid or incurred in any action or proc=ling in which Lender and/or Trustee may appear or be made a party, whether or not pursued to final j udgmcn4 and in any exercise of the power of sale or other remedy contained herein, whether ornot such sale is actually consummated or such other remedy is actually prosecuted to completion. 5.9 Right of Inspection. Lender, its agents, employees and representatives shall have the right to enter the Project at any reasonable time for the pllIJ)Ose of inspecting the Project and ascertaining Borrower's compliance with the terms hereof, and for such other purposes and in accordance with the terms specified in any of the other Loan Documents. 5.10 Actions of Trustee. Trustee accepl.l this trust when this Deed of Trust, duly executed and a,knowledged, becomes a public record as provided by law. 5.10.1 Compensation. Borrower agrees to pay fees in the maximum amounts legally perrnct!ed, or reasonable fees as may be charged by Lender and Trustee when the law provides no maximum limit, for any services that Lender or Trustee may render in connection with this Deed of Trust. Borrower further agrees to pay or reimburse Lender for all costs, expenses and other advances that may be incurred or made by Lender or Trustee in any efforts to enforce any tcrrns of this Deed of Trust, whether any lawsuit is filed or not, or in defending any action or proceeding arising under or relating to this Deed of Trust, including attorneys' fees and other legal costs, costs of any Foreclosure Sale (as defined in Section 6.2.8) or bankruptcy proceeding affecting the Borrower or the Collateral, and any cost of evidence of title. 5.10.2 Exeulpalion. Lender shall not be directly or indirectly liable to Borrower or any other person as a consequence of: (i) Lender's exercise of or failure to exercise any rights, n:medies, or powers granted to it in this Deed of Trust or to perform or discharge any obligation or liability of Borrower under any agreement related to the Collateral or under this Deed of Trust; or (ii) any loss sustained by Borrower or any third party resulting from any act or omission of Lender in managing the Project, unless the loss is caused by the willful misconduct or gross negligence ofl.ender. Borrower hereby expressly waiv.s and releases all liability of the types described above, and agrees that no such liability shall be asserted against or imposed upon Lender. S.10.3 lndemnlOcadon. Borrower agrees to indemnify Trustee and Lender against and hold each of them and their respective officers, employees, agents, and n:prcsentatives, harmless from and ngainst any and all losses, damages, liabilities, claims, causes ofaction,judgmc:nts, coun costs, attorneys• fees, and other legal expenses, cost of evidence of title, cost of evidence of value, and other coSI• and expenses that either may reasonably suff« or incur: (i) in performing any act required or permitted by this Deed of Trust or any of the other Loan Docwnents or by law; (ii) because of any failure of Borrower to perform any of its Secured Obligations; or (iii) because of any alleged obliption ofor unde-rtaking by Lender to perform or discharge any of the representations, warranties,. conditions, Deed a/Trust '14/J68 J()()/1.6 1/lwO/!.dae 6122/JOOj page/1 20060630001478.;:, · covenants or other obligations in any document relating to the Collateral other than the Loan Docwnents. This agreement by Borrower to indeomify Trustee and Lender shall survive the release and cancellation of any or all of the Secured Obligations and the full or partial release and/or re conveyance of this Deed of Trust. 5.10.4 Payment by Borrower. Borrower shall fulfill all obligations to pay money arising under this Section immediately upon demand by Trustee or Lender. Each such obligation shall be added to, and considered to be part of, the principal of the Note, and shall bear interest from the date the oblig.1tion arises at the rate applicable to the principal balance of the Note, as such rate may be adjusted. 5.11 Permitted Actions. 5.11.1 Releases, Extensions, Modification, and Additional Security. From time to time, Lender may perfonn any of the following acts without incurring any liability or giving notice to any person: (i) release any person liable for payment of any Secured Obligation; (ii) extend the time for payment, or otherwise alter the terms of payment. of any Secured Obligation; (iii) accept additional real or personal property of any kind as security for any Secured Obligation; or (iv) alter, substitute, or release all or any portion of the Collateral. 5.11.2 Powers of Trustee. From time to lime when requested to do so by Lender in writing, 1rustee may perform any of the following acts without incurring any liability or giving notice to any person and without affecting the personal liability of any person for payment or performance of any of the Secured Obligations: (i) consent to the making of any plat or map of the Project or any part of it; (ii) join in granting any easement or treating any covenant or restriction affecting the Project; (iii) join in any extension, subordination, or other agreement affecting this Deed of Trust or the lien ofit; or (iv) reconvey the Collateral or any part of it without any warranty. 5.12 Partial Reconveya.nce. Upon Borrower's fulfillment of all of the terms and conditions set forth in the Loan Documenl8, Lender agroes, at any time upon the written request of Borrower, to direct Trustee to execute and deliver a partial reconvcyance releasing from the lien of this Deed of Trust each of the separate subdivision !018 that collectively constitute the Land (each lot to be released is hereinafter referred lo as a "Release Unit") so long as: (i) there docs not exist any uncured default under any of the Loan Documents or any event which, following notice and/or the expiration of any applicable cure period without a cure, would constitute an default thereunder, (ii) the Release Unit and the real property remaining subject to the Deed of Trust shall each constitute legal and separately conveyable parcels with reasonable and adequate acc,,ss to public streets and utilities, in accordance with the Plans, and (iii) Lender receives the ,elcasc price established in the Loan Documents (the MReleose Price") and all other amounts it is entitled to rec,,ivc thereunder. El<cept as specifically provided in the Loan Documents, Lender shall not be obligated to reconvey the lien of the Deed of Trust, in whole or in part, until it has received payment in full of all amounts due Lender under any of the Loan Docwnonts. Lender's acceptance of any payment or instruction to the Trustee to issue any partial reconvcyance shall not affect Borrower's obligation to repay all amounts that remain owing under the Loan Documenl8 or the security of this Deed of Trust regarding any C-Ollateral that is not reconvoycd. If Lender docs not require satisfaction of all of the conditions set forth in the Loan Agreement before releasing one or more Release Units, that alone shall not be a waiver of such conditions, and Lender reserves the right to require their satisfaction in full before rekasir.g any further Release Units from this Deed of Trust. S.13 Full Roconveyance. When all of the Secured Obligations have been paid in full and there exists no default under any Related Loan, Lender shall request Trustee in writing to reconvey the DeedojTnat page /J #U/JU J{}(}/1-6 J/1wOl!.d« 6111/100$ 20050630001478.~'. · Collateral, and shall surrender this Deed ofTrust and all notes and instrwnents evidencing the Secured Obligations to Trustee. When Trustee receives Lender's written request for rcoonve)'lUlce and all reconveyance fees, recording fees, or other fees and expenses owing to it by Borrower hereunder, Trustee shall rcconvcy the Collateral, or so much of it as is then held under this Deed of Trust, without warranty to the person or persons legally entitled toil fo the re<;on'l'eyancc, the grantee maybe described as '1he person or persons legally entitled thereto," and the recitals of any matters or facts shall be conclusive proof of their truthfulness. Neither Lender nor Trustee shall have any duty to determine the right of persons claiming to be rightful grantees of any reconveyance. 5.14 Late Charge. lfBorrower commits an Event ofDefaull in the payment of an amount due and payable under this Deed of Trust, a late charge as specified in and measured by lhe Note may be charged by Lender for the purpose of defraying the extra administrative expenses incident to handling such delinquent payment and the loss of the use of funds resulting from Borrower's non-payment when due. Such late charge shall be paid without prejudice to the rights of the holder of the Note to collect any other amounts provided to be paid there1U1der. 5.15 Subrogation. Lender shall be subrogated to the liens of all encumbrances, whether released ofrccord or not, that arc discharged in whole or in part by Lender in accordance with this Deed ofTrust or with the proceeds of the Loan. 5.16 Notice of Change. Borrower shall give Lender prior written notice of any change in: (i) the location of its place of business or its chief executive office if it has more than one place of business; (ii) the location of any of the Collateral, including the Books and Records; and (iii) Borrower's name or business structure. Unless approved by Lender in writing, all Collateral that consists of personal property (other than the Books and Records) will be located at the Project and all Books and Records will be located at Borrower's place of business, or chief executive office if Borrower has more than one place of business. ARTICLE6 DEFAULTS AND REMEDIES 6.1 Events of Default. The occurrence ofany one or more of the following shall constitute an "Event of Default»: 6.1,1 Payment Default. Failure to make any paymont or to perforrn an obligation to pay money that arises under the Note or any of the other Loan Documents within JS daysaf\er the dale on which such payment is due, except for obligations due on the expinltion of the t.:rm of the Loan, for which there shall be no 15 day grace period; 6.1.2 ConstructloD Defaults. Any of the following relating to construction of the Project: (i) The filing of any mechanic's hen or any stop notice with respect to the Project that is not bonded against or released upon Borrower's discovery thereof and within 30 busines• days after filing; (ii) Any material failure in the construction and completion of the Improvements to comply with: (a) the Plans; (b) the Requirements, or ( c) the terms of lhis Agreement, if such failure is not cured within 30 days after notice thereof by Lender, or, if such cure cannot be accomplished within such 30-<lay period through the exercise of diligence, the failure by Borrower to promptly commence the required cure and thereafter to continue the cure with due diligence until such default is totally cured, which must in any even! occur within 90 days af\er such default; or (iii) Borrower's failure to proceed with work on the Deed of Trusl ,u1J68 JOOJJ-4 1111NOndtX' 6!11noo$ P•f• 16 ~------------------------------------------ 200606300014 78.0, Improvements in a diligent and workmanlike manner ifsuch failure is not cured within 15 day• after written notice thereof by Lender. 6.1.3 Unauthorized Transfer. A transfer, purported transfer, or change of ownership or control of Borrower in violation of Article 7. 6.1.4 Insolvency. Borrower, any Guarantor, or any trustee ofB01TOwcr or a Guarantor. (i) files a pc1ition in bankruptcy or for an arrangement, reorganization, or any other form of debtor relief; or such a petition is filed against Borrower or Guarantors or any trustee of Borrower or Guarantor and is not dismissed within 45 days after the date offiling; (ii) commences any proceeding for dissolution or liquidation or any such proceeding is commenced against B01TOwer or a Guanntor and is not dismissed within 45 days after the date of commencctnont; or (iii) makes an assignment of all or substantially all of its assets for the benefit of its creditors. 6.1.5 Appointment of Receiver. A decree or order is entered for the appointment of a trustee, receiver, or liquidator for Borrower or a Guarantor or any of the Collateral, and such decree or ordcr is not vacated within 4S days after the date of entry. 6.1.6 Money Judgment. A final judgment, order or decree for tho payment of money shall be rendered against Borrower or any Guarantor, and Borrower or such Guanmtor shall not satisfy and pey the same or cause it to be discharged within 30 days from the entry !hereof, or shall not appeal therefrom and secure a stay of execution pending such appeal, or there is an attachment, execution, or other judicial seizure of any portion of Borrower's assets and such seizure is not discharged or bonded agair_st lo Lender's reasonable satisfaction within 30 days. 6.1.7 Misrepresenbtlon. Any wrinen representation or disclosure made to Lender by Borrower prov.,. lO be materially false or misleading when made, whether or not that written representation or disclosure is contained herein. 6.1.8 Security Impaired. There is an uninsured casualty with respect to any material portion of the Collateral and B01TOwer fails to immediately repair such damage, Borrower fails to satisfy the oonditions set fortll in the Deed of Trust for the release of insurance proceeds or any condemnation award, or, whether or not Lcndcr has received and applied insurance proceeds or any condemnation award to the Secured Obligations in accordance with the Deed of Trust, Lender reasonably detcnnincs that its security is impaired by such casualty or condemnation and Borrower fails to immediately deposit in Borrower,s Account an amount determined by Lender as necessary to restore such security. 6.l.9 Defauln Under Agree=nts with Third Parties. Borrower defaults in the performance of any material covenant under any pennitted financing related to the Project, or undcr any sales agreement, lease, or other instrument assigned to Lender as security for the Loan. 6.1.10 · Otber Deralllts Under Loan Documents. Borrower fails to perform any othcr covenant, agreement, or obligation under any of the Loan Documents, including the failure to provide any reports required to be provided to Lender, if such default is not cured within 30 days after written notice thereof by Lender (or such other period as may otherwise be specified herein or in the Loan Document under which such default arises). 6.1.11 Default Under Related Loan Documents. An Event of Default occurs as defined in and arising undcr any Related Loan Documents. Deed of Trust #U/161 JOOJJ 4 d Jl2w0lldoc fi/1.2/20().S page 17 20050630001478.:: 6.2 RJghts and Remedle,. At any time after tho occurrence of an Event of Default hereunder, Lender and/or Trustee shall have all of the rights and remedies described below, in addition to any other rights and remedies of Lender under the Loan Agreement, the other Loan Docwnents, or the Related Loan Documents. To the fullest extent permitted by law, all of such rights and remedies shall be cumulative and the exercise of any one or more of them shall not constitute an election of remedies; 6.2.1 Receiver. Without regard to the then-current value of the Collateral or the interest of Borrower therein, Lender may apply to any court having jurisdiction to appoint a receiver for the Collateral or any portion thereof, and Borrower hereby irrevocably consents to the appointment of a receiver upon such Event of Default. Any such receiver shall have the usual powers and duties of receivm in like or similar cases and all the powers and duties of Lender set forth in this Deed of Trust or any of the other Loan Documents. Employment by Lender shall not disqualify a person from serving as receiver. 6.2.2 Cure; Protection of Se<:urlty. With or without notice, and without releasing Borrower from any obligation hereunder, Lender may (but shall not be obligated to) cure any breach or default of Borrower, and, if it chooses to do so in connection with any such cure, do any and all other things tut it may in its sole discretion consider ne<:essary and appropriate to protect the security of this Deed ofTrust. 6.2.3 Entry. Lender, in person, by agent, or by coun-appointed receiver, with or without bringing any action or proeeecing, may terminate Borrower's right and license to collect the Rents, Issues and Profits and to administer the Leases, and enter, !alee possession of, complete construction on, manage and operatc, and lease or sell, ,ll or any part of the Collateral, and may also do any and all other things in connection with those actions that Lender may in its sole discretion consider necessaiy or appropriate to protect the security of this Deed of Trust or that are otherwise permitted to be taken or conducted by Lender under the Loan Agreement, If Lender so requests, BoJTOwer shall assemble any Collateral that has been removed from the Project and make all of it available to Lender at the Project site. The entering upon and taking possession of the Project, the collection of the Rents, Issues and Profits and the application thereof as aforesaid, or any of such acts, shall not cure or waive any default or notice of default hereunder or invalidate any other right or remedy that Lender may have in response to such default or pursuant to such notice and, notwithstanding the continued possession of the Project or the collection, receipt, and appUcation of the Rents, Issues and Profits by Lender, Trustee, or Lender's receiver or a gen~ Trustee or Lender shall be entitled to exercise every right provided for in any of the Loan Documents or by law upon the occurrence of any Event of Default. 6.2.4 Uniform Commercial Code Remedies. With respect to all or any part of the Collateral that constitutes personal property, Lender shall have all of, and may exercise any or all of, the rights and remedies of a secured party under the Uniform Commercial Code in effect in the Project State. 6.2.5 Judicial Action. Lender may commence and maintain an action or actions in any court of competent jurisdiction to foreclose this instrument as a mortgage or to obtain specific enforcement of the covenants of Borrower hereunder, and Borrower ayees that such covenants shall be specifically enforceable by injunction or any other appropriate equitable remedy and that B01rower waives the defense oflaches and any applicable seatute oflimieations. If this Deed of Trust is foreclosed by judicial action, and the Collateral sold at a foreclosure sale, the purchaser may, during any redemption period allowed, make such repairs or alterations on the Land as may be reasonably necessary for the proper operation, care, preservation, protection and ITTsuring thereof. Any swns so paid together with interest thereon from the time of such expenditure at the lesser of the default rate under the Note, or the Deed o/Tnm #U.IJ68 /t}tJlf-6 J/2wOJl.doc 611.lll()(JJ page /8 20050630001478.~: maximum rate permitted by Jaw, shall be added to ond become a pan of the amount required to be paid for redemption from such sale, In addition, Lender will be entitled to a judgment providing that, if the foreclosure sale prooeeds are insufficient to satisfy the judgment, execution may issue for the deficiency. 6.2.6 Realization on Security. Lender may resort to and realize upon or waive the security hereunder and any other security now or hereafter held by Lender in such order and manner as Trustee and Lender or either of them may, in their sole discretion, deteunine; which resort to such security may be taken concurrently or successively and in one or several consolidated or independent judicial actions or lawfully taken non-judicial proceedings, or both. 6.l.7 Power of Sale. Lender may execute a written notice of such Event of Default and of its election to invoke this power of sale to cause all or part of the Collateral to be sold to satisfy the Secured Obligations, Under this power of sale, Lender shall have the discretionary right to cause some or all of the Collateral, including any Collateral property that constitutes perwnal property, to be sold or otherwise disposed of in any combination and in any manner pennitted by applicable law. 6.2.7.1 Sales or Personal Property. For purposes of this power of sale, Lender may elect to treat as personal property any Collateral property that is intangible or that can be severed from the Land or Improvements without causing structural damage. If it chooses to do so, Lender may dispose of any personal property separately from the sale of real property, in any manner permitted by the Uniform Commercial Code in effect in the Project State, including any public or privutc sale, or in any manner permitted by any other applicable law. Any proceeds of any such disposition shall not cure any Event of Default or reinstate any Secured Obligation. 6.2.7.2 Trustee's Sales of Real Property or Mixed Collateral. Lender may also choose to dispose of some or all of the Collateral that consists solely of real property in any manner then permitted by applicable law. In its discretion, Lender may also or alternatively choose to dispose of some or all of the Collateral in any combination consisting of both real and personal property, together in one sale to be held in accordance with the law and procedures applicable to real property, if and as permitted in the Project State. Borrower agrees that such a sale of personal property constitutes a commercially reasonable sale of the personal property. For purposes ofthis power of sale, either a sale of real property alone, or a sale of both real and personal property together, will sometime, be referred to as a "Tril!l2t'• Sale". 6.2.7.3 Trustee'• Sale Procedures. Before any Trustee's Sale, Lender or Trustee shall give and record such notice of default and election to sell as may then be required by law. When all legally mandated time periods have elapsed. TruSICC shall sell tho property being sold at a public auction to be held at the time and place specified in the notice of sale. and Lender may impose such terms and conditions of sale as are pennitted or allowed by applicable Jaw. From time to time in accordance with then applicable law 1 Trustee may, and in any event at Lender's request shall, continue any Trustee's Sale by public announcement at the time and place scheduled for that sale, or may, in its discretion, give a new notice of saie. Also, Lender may from time to time discontinue or rescind any notice of default or notice of sale before any Trustee's Sale as provided above, by executing and delivering to Trustee a written notiee of such discontinuance or rescission. The exercise by Lender of such right of rescission shall not constitute a waiver of any breach or default then existing or subsequently occurring, or impair the right of Lender to execute and deliver to Trustee, as above provided, other declarations or notices of default to satisfy the Secured Obligation,. nor otherwise affect any provision, covenant, or D,ed o[Trusl #UJJ!S8 IOD/1--6 J/1wOJl.doc M21200J pag, /9 200506SD0014 7~ i,: condition of any Loan Document or Related Loan Documents, or any of the rights, obligations, OT remedies of Trustee or Lender hereunder or thereunder. 6.2. 7.4 Bidding at Trustee's Sale. At any Trustee's Sale, Trustee shall sell to the highest bidder at public auction for cash in lawful money of the United States, unless other terms and conditions of sale are prescribed by Lender in accordance with and as permitted by applicable law. Any person, including, without limitation, Borrower or Lender, may purchase at such sale, and Borrower hereby covenants to warrant and defend the title of such purchaser or purchasers. Trustee shall execcte and deliver to the purchase,(s) at such sale a deed or deeds conveying the property being sold without any covenant or warranty whatsoever, express or implied. The recitals in any such deed of any matters or facts, including any facts bearing upon the regulanty or validity of any Trustee's Sale, shall be conclusive proof of their truthfulness. 6.2.8 Single or Multiple Foreclosure Sale1. If the Collateral consists of more than one lot, parcel or item of property, Lender may: (i) designate the order in which the lots, parcels and/or items shall be sold or disposed of or offered for sale or disposition; and (ii) elect to dispose of the lots, parcels and/or items through a single consolidated sale or disposition to be held or made under the power of sale granted herein, or in connection with judicial proceedings, or by virtue of a judgrrnml and decree of foreclosure and sale; or through two or more such sale, or dispositions, each of which may be separately noticed if so elected by Lender and permitted by applicable law; or in any other manner Lender may deem to be in its best interest, (ar.y such sale or disposition, a "Foreclosure Sale'1. If it chooses to have more than one Foreclosure Sale, Lender at its option may cause the Foreclosure Sales to be held simultaneously or successively, on the same day, or on such different days and at such different times and places and in such order as it may deem to be in its best interests, al1 as may be permitted under applicable law. No Foreclosure Sale shall terminate or affect the lien of this Deed of Trust on any part of the Collateral that has not been sold until oll of the Secured Obligations have been paid in full. 6.2.9 Releases, Extensions, Modification and Additional Security. Without affecting the liability of any person for payment of any of the ~cured Obligations, Lender may make any agreement or take any action extending the maturity or otherwise altering the tenns or increasing the amount of any of the Secured Obligatior.s, and accept additional security or release all or a portion of the Collateral and/or othe. security for the Secured Obligations. 6,2, 10 Acceleratlon Not Required. Lender may take any of the actions permitted under Sections 6.2.1 and/or 6.2.3 regardless of the adequacy of the security for the Secured Obligations, or wl,ether any or all of the Secured Obligations have been declared to be immediately due and payable, or whether notice of default and election to sell has been given under this Deed of Trust 6.3 Payment of Cosls, Expenses, and Atlorneys' Fees. All costs and expenses reasonably incurred by Trustee and Lender in enforcing the remedies available to them hereunder or otherwi&e protecting Lender's rights or intereats (including, without limitation, court costs and attorneys' fees, whether incurred in litigation or not, expenses for evidence of title, appraisals and surveys and trustees' fees, and costs and fees relating to any bankruptcy, reorganization, or insolvency proceeding) shall constitute an additional obligation of Borrower to Lender and bear interest at the Default Rllte of Interest from the date of expenditure until said sums have been paid. 6.4 Remedies Not Exdus.lve. Trustee and/or Lender shall be entitled to enforce the payment and performance of any Secured Obligations and to exercise any and all rights and powers under this Deed of Trust, any other Loan Document, or any Related Loan Document, notwithstanding the Detd o/Tru,i #JIJJ(,8 J(}()Jl-6 311w0Jt.rfoc 612:znOOS D9•cr1ptioD, Xi.ng,WA Doaum4l!le-raar.Jtcmc.h.DI.Y • .DocID 200,.630.1476 ~.,g., 20 o~ 31 Ord~, 696SB3 CCIIID8lltr page10 2005063000147R ,-,, fact that some or all of the Secured Obligations may now or hereafter be otherwise secured. Trustee and/or Lender shall be entitled to enforce all such rights concurrently or separately, in such order and manner as they or either of them may in their absolute discretion determine. No remedy is intended to be exclusive of any other remedy, but each shall be cumulative and in addition to the others, to the fullest extent permitted by law. ARTICLE? ASSIGNMENT 7.1 No Assipment or Encumbrance by Borrower Without Lender's Consent. Borrower acknowledges and agrees that the Secured Obligations arc personal to Borrower and that the identity of Borrower and its partners and employees, and of any guarantors, and the relationship between Borrower and Lender, Borrower~s creditworthiness, business expertise, financial condition, and continued control of the Collateral were material inducements upon which Lender relied in arranging the Secured Obligations. Accordingly, Borrower shall not, without Lender's prior wijtten consent or as otherwise expressly permitted in this Agreement: (i) sell, convey, assign, encumber, or otherwise transfer any of its right, title, or interest in and to the Collateral or any other Project asset, whether such transfer or encumbrance is voluntary or by operation oflaw, other than as specifically permitted under the Loan Documents, (ii) sell, assign, or tran.sfer its interest as borrower under the Secured Obligations, or (iii) transfer any stock or other ownership interest that would cause a material change in the control of Bom,wer (excluding, however, transfers of the interests oflimited partners or non-managing members of Borrower if such transfers do not materially diminish the powers of the general partner or manager of Borrower or otherwise cause a material change in the rights to manage and control Borrower). Aiiy attempted assignment without such prior written consent shall be null and void, and ofno effect, and shall also constitute, at Lender's option, an Event of Default by Borrower under this Agreement. 7.2 Conditions to Approval of Assignment. As a condition of approving any assignment, Lenckr may impose such requirements and conditions as it determines are appropriate in its sole discretion, including but not limited to the requirement that Borrower and the assuming party pay, in advance, any and all reasonable costs and expenses, including reasonable attorney's and accountant's fees, incurred by the Lender in connection therewith. No approval of any assignment shall cause a release of Borrower from any liability under the Loan Documents without Lender's prior written consent, which consent may be freely withheld. 7.3 Loan Due upon Prohibited Transfer or Encumbrance. Upon any transfer, assignment, or encumbrance, as described in Section 7.l for which Lender's written approval is requ~d but h,s not been obtained, the entire outstanding balance owing under the Note, including principal, accrued interest, and any other amounts owing under the Loan Documents shall become due and payable at Lender's option, without any requirement for notice or demand, and Lender may punue any remedies granted to it under this Deed of Trust or any of the other Loan Documents. 7.4 Assignment and Partlclpatlon by Lender. Lender shall have the right, at any time and from time to time and upon notice to Borrower, to assign or JCll the Secured Obligations, and/or any one or more participations in the Secured Obligat1on,, accompanied by an assignment and/or delegation of any or all related rights or obligations of Lender under the Loan Documents, without the need for any fonn of consent from Borrower. DeedofTrust il'IJIS8 10011-6 JJlw<)JJ.doe 6/21/2005 De.ll'cr.i,ption, King, JG DocWM.nt:-r•a.r.NOGt.h.D.,Jr.Dor;.rD :1005. 630, 1471 l'•S/'91 :U ol 31 Order, 696883 Caa:aeat, page 21 2006063000147R ,,;_ ARTICLES RIGHTS UNDER CONDOMINIUM LAWS This Deed of Trust shall include the following rights in connection with any condominium project to be developed on the Land: 8,1 Security Interest In Rights Under Condominium Laws. This Deed of Trust and Lender's security interest hereunder shall extend to all of Borrower's right, title and interest in and to any and all units, common elements, development rights, declarant rights and any other rights of Borrower in the Project now existing or subsequently arising under all laws now existing or later enacted relating to condominiums (together the uconaominlum Laws"). 8.2. Representations and Warranties. Borrower hereby represents, warrants and agrees: 8.2.J Not to file, record or amend any condominium declaration in connection with the Project without the prior written consent of Lender, which consent Lender shall not un=sonably withhold; 8.2.2 To take those steps necessary to ensure that the condominium declaration filed in connection with the Project complies with Chapter 6, Legal Requirements of the Fannie Mae Selling Guide as established by the Federal National Mortgage Association and any similar requirements imposed by the Federal Home Loan Mortgage Corporation; 8.2.3 To make all payments required and to observe and perform all terms and conditions to be performed by Borrower under all documents by which the condominium is constituted and/or governed and all other documents required to be executed by dcclarant pursuant to the Condominium Laws; 8.2,4 To comply with all of its obligations as a unit owner under the Condominium Laws; and 8.2.5 To ?"Y all charges, including all common expenses liabilities and assessments (special or general), insurance, taxes and other items Borrower is or may later be responsible for paying under the condominium documents as the same may be recorded and/or amended, and under the Condominium Laws. 8.3. Proxy. Until such time as this Deed ofTnist is reeonveyed of record as herein provided, Borrower pledges to Lender its vote and constitutes Lender as Borrower~s proxy (which appointment is coupled with an interest) with sole right to vote upon: declaration; 8.3.l any partition of all or any portion of the Land subject to the condominium 8.3.2 the nature and amount of any insw-ancc with respect to any such property and disposition of any proceeds thereof; 8.3.3 the manner in which any condemnation or threat thereof shall be defended or settled; 8.3.4 determination a.s to whether or not to restore or rebuild any portion of the improvements located on the Land; 8.3.5 assessment of any expenses other than routine periodic assessments; Deed of Trusr MUIJ68 JOIJ/1.6 JllwOfl.doc fJ/21/20()j De.-c&iptiaz11 ..!Uag,fi.\ Docwraaat-Y4N.r.Xoat.b.~.z:roczD 2005,6JO.l418 Page, ZZ o~ 31 Order, 696883 CamDaZ1t1 pagen 20060630001471! ,,; 8.3.6 removal of all or any portion of the Land or Improvements from the provisions of the Condominium Laws; and 8.3. 7 any modifications. amendmentst extensions, renC'Wals 1 cancellations, transfers or encumbrances of any unit that is pan of the Project by deed, lease or oth,:r instrument. 8.4. Authorized Representative. Lender is hereby appointed Borrower's authorized representative (which appointmeot is coupled with an interest) for the inspection ofbooks and records as provided in the condominium declaration and/or bylaws, said appointment to be irrevocable until such time as this Deed of Trust is rcconveyed of record as herein provided. 8.5. Notices, Etc. BoITower will provide, upon request of Lender, true and correct copies of: 8.5.l any notices to the owners of the condominium units, including, but not limited to, any notices of any meetings of the owners of the condominium units; 8.S.2 minutes of any meetings; 8.S.3 any statement of financial condition of the condominium owners' association including any budgets or proposed budgets as available to ony owner; 8.5.4 any statement showing allocation of proportional occupancy, expenses and assessments issued to Borrower; 8.S.5 any notice of default issued to Borrower; and 8.S.6 any amendment or proposed amendment to the condominium declaration, bylaws, or other condominium documents. 8.6 Payment of Common Expenses. Unless prohibited by law, Lender or Trustee, either prior to, contemporaneously with, or subsequent to the foreclosure of this Deed of Trust, or while pending the expiration of any applicable redemption period subsequent to a judicial foreclosure and sale upon execution of the Project, may pay common expenses for which Lender may be liable, ond subsequent to such payments Lender shall have a lien without merger on the Project for the amount paid of the same priority as the lien of this Deed of Trust, or if subsequent to sale or execution, said lien shall be prior to any lien held by any redemptioner as defined by law. In the event the Lender is the successful bidder at any sale upon execution subsequent to a judicial foreclosure and obtains passessory rights to the Collateral subject to redemption by the judgment debtor or redemption as defined by law, any payments made by the Lender or its successor in interest to satisfy condominium assessments levied and payable during the redemption period shall, in the event of any redemption, be recoverable by the Lender from the judgment debtor or its successors in interest, or any redemptioner in the same manner as any other assessment or tax would be recoverable. 8.7 Coodomlnlum Jasurance. The insurance provisions of this Deed of Trust shall be deemed satisfied so long as, upon establishment of the ownors' association for the Project, the owners' association shall maintain (a) an "all risk," special fonn property policy on the condominium project that provides I 00% replacement cost insurance coverage, and includes business inteTTUption coverage (and flood insurance ifapplicablc) from a company or companies with a Best Guide rating of A:V or better, providing a Lender's Loss Payable Endorsement form 438BFU in favor of the Lender, and (b) a Comprehensive General Liability policy with limits of not less than $1,000,000 combined single limit per occurrence and $2,000,000 aggregate. Deed ofTruJJ #U/30'8 JOfJJl.6 J/1wOJ!.doc 6/1111005 IJe•c:r.t.pti.oziJ Kj~,JQ. DoC'Wllaat-r .. r~Jroatlt.llay'.DocID 2005.630.1478 P•ge, aJ o~ 31 Ordaz', 696B83 Coma«iltt page 1J 20060630001478.0: 8.8 Required consent of Lender. Borrower shall not, except after notice of Lender's prior written consent: 8.8.l partition or subdivide the Land or the Project; 8.8.2 consent to the abandonment or tmnination of the condominium project, except for abandonment or termination provided by law in the case of substantial destruction by fire or other casualty orin the case of taking by condemnation or eminent do!llllin; or 8.8.3 consent to any material amendment to the declaration, bylaws or rules and regulations of the condominium owners' association, or equivalent constituent documents of the condominium project, including, but not limited to, any amendm<nt that would change the fraction or percentage of allocated interests of the unit owners in the condominium project; provided that Lender hereby consents to all amendments to the declaration for the purpose of adding additional phases to the condominium project.] ARTICLE9 M1SCELLANEOUS PROVISIONS, 9.1 Additional Provisions. The Loan Documents fully state all of the terms and conditions of the parties' agreement regarding the matters mentioned in or incidental to this Deed ofTruSI. The Loan Documents also grant further rights to Lender and oontain further agreements and affirmative and negative covenants by Borrower !hat apply to this Deed of Trust and to the Collateral. 9.2 LlmltaUon on Interest and Charges. The interest, fees and charges under the Loan Documents shall not exceed the maximum amounts permitted by any applicable law. If any such interest, fee or charge exceeds the maximwn, the interest, fee or charge shall be reduced by the excess and any excess amounts already co1\ectcd from Borrower shall be refunded. Lender may refund such excess either by lreating the excess as a prepayment of principal under the Note or by making a direct payment to Borrower. The provisions of this paragraph shall control over any inconsistent provision in the Loan Documents. 9.3 Permitted Contest,. Borrower may contest or object in good faith to the amount or validity of any tax, assessment, claim, demand, levy, lien, encumbrance, charge or notice of noncompliance asserted by a third party (collectively, a "Qalm"), but only in accordance wilh the follow;ng conditions: (i) Borrower shall first give written notice to Lender and deposit with Lender a bond or other security satisfactory to Lender m such amount as Lender shall reasonably require, up to 150% of the amount oflhe Claim or other sum in controversy, and sha11 have demonatratcd to Lender's reasonable satisfaction that no portion of the Collateral will be sold to satisfy the Claim prior to final resolution; (ii) Borrower shall promptly and diligently proceed to cause the Claim to be settled and discharged in a manner not prejudicial to Lender or its rights hereunder; (iii) ifBorrower shall fail to proceed diligently to discharge the Claim, then, in addition to any other right or remedy of Lender, Lender may, but shall not be obligated to, discharge the same, by paying the amount claimed to be due, or by dcposHing in court a bond or the amount claimed or otherwise giving security for such Claim, or in such manner as is or may be prescribed by law, at Borrower's expense; (iv) Lender may employ an attorney or attorneys to protect its rights hereunder, and in such event, Borrower shall pay Lender the attorneys' fees and expenses incurred by Lender, whether or not an action is actually commenced against Borrower by reason of any default hereunder; and (v) Bonower shall have provided such good and D,,ul o[Trust #U/368 1001/.(, J/lwOll.d,x 6/11n()()5 De•cri.pt1oa1 1Cl;ag;H'A ~t-r•ar . .VO.Utb • .D.ay.DocI.D 2005. 630.1471 ••t1•i .24 o~ 31 Ord•r, f91BBJ Comment, pag• 24 sufficient undertaking as may be required or pennined by law to accomplish a stay of any legal proceedings then pending in connection with the Claim. 2005063000147R ii:·· 9.4 Cooperation. Borrower shall, upon request, cooperate with Lender or Trustee to correct any defect, error or omission that may be discovered in the contents of this Deed of Trust or in the execution or acknowledgment hereof, and will execute, acknowledge, and deliver such further instruments and take such further actions as may be reasonably requested by Lender or Trustee to carry out more effectively the purposes of this Deed of Trust. 9.5 Obligations ofBorrower,Joint and Several. If more than one pcrson has executed this Deed of Trost as Borrower, the obligations of all such persons hereunder shall be joint and sevaal. 9.6 Severablllly. !f any term of this Deed of Trust, or the application thereof to any person or circumstances, shall, to any extent, be invalid, void or unenforceable, the remainder of this Deed of Trust, or the application of such lerrn to persons or circumstances other than those as to which it is invalid, void or unenforceable, shall not be affected thereby, and each term of this Deed of Trust shall be valid and enforceable to the fullest extent perrr.itted by law. If the lien of this Deed of Trust is invalid, void or unenforceable as to any part of the Secured Obligations, or if the lien is invalid, void or unenforceable as to any pa.rt of the Collateral, the unsecured or partially secured portion of such indebtedness shall be completely paid prior to the payment of the remaining and secured or partially secured portion of such Secured Obligations, and all payments made on such Secured Obligations shall be considered to have been first paid on and applied to the full payment of that portion of such indebtedness that is not secured or fully secured by the lien of this Deed of Trust. 9.7 No Woiver or Cure. No waiver or delay or omission in the exercise or enforcement by Lender of any of its rights or remedies hereunder or under any of the other Loan Documents shall be considered a waiver of any subsequent application of, or right to enforce, such right or remedy, or of the right to enforce any other right or remedy of Lender in another instance. Furthermore, no waiver of Lender's rights or remedies in one or more instances shall establish a course of dealing or other agreement that will bind Lender or prohibit Lender from enforcing the terms of this Deed of Trust or any other Loan Document in another instance. 9.8 Additional Security. If Ler.der at any time holds additional security for any of the Secured Obligations, all such security sball be taken, considered, and held as cwnulative, and Lender may enforce the sale thereof or otherwise realize upon the same, at its option, either before or concuncntly with the exercise of any of its rights or remedies hereunder or after a sale is made hereunder. The taking ofaddltional security, the execution of partial releases of the security, or any exter.sion of the time of payment of the Secured Obligations shall not diminish the force, effect, or lien of this Deed of Trust and shall not affect or impair the liability of any maker, surety, or endorser for the payment of any such indebtedness. 9.9 Imposition of Tu. For purposes of this Section, "Tu" shall mean: (a) a specific tax on deeds of trust or on all or any part of the indebtedness secured by a deed of lrusl; or (b) a specific tax on the owner of the Collateral covered by a deed of trust which the taxpayer is authorized or required to deduct from payments on Che deed of trust; or ( c) a tax on property covered by a deed of trust chargeable against a beneficiary or tru:;tee under the deed of trust or the holder of the note secured by the deed of trust; or (d) a specific tax (other than an income tax or a gross receipts tax) on all or any portion of the obligations secured hereby or oo payments of principal and interest made by a gnmtor under a deed of trust. If any Tax is enacted suboequent to the date of this Deed of Trust, mactment of the Tax shall Deed o/T=t IIU/J68 1001/·6 J/'JwOlf.doc 6,!].lflD05 De•eri..ptJ.ozu Xiag,11/A. .DoCllJN.D.e-r-..r • .Nout.Z. .. .DIJ" .. Doc'ID 2005. 630.l.471 P11.ge1 45 oL 31 Ozder, ~~6883 Comment, pag• 25 2005063000147A ;,_-. constitute an Event of Default, and Lender may exercise any or all of the remcdiesavailablc to it upon the oocurn:nce of any Event of Default, unless the following conditions are met (i) Borrowe:r may lawfully pay the Tax without causing any resulting economic disadvantage or increase of tax to Lender or Trustee; and (ii) Borrower pays the Tax (including any tax on the payment made) within 30 days after notic,: from Lender that the tax law has been enacted. 9.10 No Offset. Borrower's obligation to timely pay and perfonn all obligations under the Note, this Deed of Trust, and the other Loan Documents shall be absolute and unconditional and shall not be affected by any event or circumstance; including without limitation any setoff, counterclaim. abatement, suspension, recouprncnt, deduction, defense or any other right that Borrow,:r or any guarantor may have or claim against Lender or any other person or entity. The foregoing shall not constitute a waiver of any claim or demand which Borrower or any guarantor may have in damages or otherwise against Lender or any other perscn or entity; provided that Borrower shall maintain a separate action thereon. 9.11 Accommodations to Successors. The liability of the original Borrower shall not be relea,;ed or changed if Lend.,. grants any successor in interest to Borrower any extension of time for payment, or modification of the tenns of payment, of any Secured Obligation. Lender shall not be required to comply with any demand by the original Borrower that Lender refuse to grant such an extension or modification to, or COl!UllCncC proC<:edings against, any such successor in interest. 9.12 Amendments. This Deed of Trust cannot be waived, changed, discharged or terminated orally, but only by an instrument in writing signed by the party against whom enforcement of any waiver, change, discharge orte:rmination is soughl. 9.13 Successors In lnteresl. Subject to the limitations on transfer contained in the Loan Documents, the tenns, covenants, and conditions herein contained shall be binding upon and inure to the benefit of the heirs, legatees, devisees,administrators, executors, successors and assigns of the parties hereto. 9.14 Mod!flcatlon and Extensions. References to the Note, the Loan Agreement, the Loan Documents and the Related Loan Documents io this document shall be deemed to include all modifications, extensions, and renewals thereof. 9.15 Applicable Law. The provisions of this Deed ofTrust shall be governed by and consb"Ued in accordance with the laws of the Project State, without regard to the choice oflaw rules of the Project State and except to the extent that federal laws preempt the laws of the Project State. 9.16 Merger. No merger shall occur as a result of Lender's acquiring any other estate in or any other lien on the Collateral unless Lender consents to a merger in writing. 9.J 7 Waiver of Marshallne, Borrower waives all rights, legal and equitable, it may now or hereafter have to rcquire marshaling of assets or to require upon foreclosure sales of assets in a particular order. Each successor 11nd assign of Borrower, including any holder of a lien subordinate to this Deed of Trust, by acceptance ofits interest or lien agrees that it shall be bound by the above waiver, as ifit had given the waiver itself. 9.18. Disclosures/Disclaimers. Lender make, the foUowlne disclosures and disclaimers iu conuectlon with this Deed of Trust: 9.18.1 Actions Solely for Benefit of Beneficiary. Any and all subseq•ent purchasers of the Property, and 1.11y other parties acqull'lng an Interest lo the Property, are hereby Dudo/Trust #U!J6.f J()(JIJ-6 J/Zw(}J!.doc 6122/lOOJ De•cr1~tioa, ~,WA .OOCW11&Dt-Y••••Xoatb.Day.DocID 200S.630.147B P~t 26 of Jl Ord.~r ~96883 Camm.~t, page26 200506300014 7A ir, put on notice tllat any ilupectlou or approvlll of any part of any development, coutructlon, renovation, or Improvement of the Property by Beneffclary or any aeent of Beneficiary shall be made exclusively for the benefit of Beneficiary, and Beneficiary makes no representations whatsoever to any llllrd parly ao;qulrlng auy Interest In tile Property. Such third party shall have ao rights of reliance upon uy action taken by Beneficiary. Beneficiary makes no representallon. whatsoever to any third party as to the adequacy or Jegalily of any action of Granter and any action of Beneficiary ls solely for lhe benefit of Beneficiary. 9.18.2 Adjustable Rate Note. The Note contains provisions permitting (a) Increases and decreases In the rate of interest provided In the Note, and (b) lacre&Jes and decreases in the periodic payments required under the Note. 9.19 Oral Agreement. Notice. ORAL AGREEMENTS OR ORAL COMMITMENTS TO LOAN MONEY, EXTEND CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW. Deed o/Tru,I #/IIJ~ 10011-6 Jl]w()l!.doc 6122/2()1]$ .O.•cr.i,pt.tour Kb:l.g,WA boc\ZIN.at-rear • .Noat;b.i,.ay.DOC'ZD :lOOS.630.1478 l'.ap, 27 0 ~ 31 Order, 6968B3 Ccimm-.at, pagell DATED as of the day and year first above written. BORROWER/GRANTOR: Individual Borrower (s) Dudof1hi,t tiJ.IIJ68 IOOJl-<i J/11...0J!.d~ 6112/1001 D9•cr1pt1o.z:u Jtiag,Fa DocUJUa.Dt .. r .. r.Jloat..b.Da,y.Docl'"D 200,. 630.l478 P&g•t .ZI o~ 31 Ord•r1 69~883 C011111U1Dt1 2006063000147R ,,_- page 28 ------~------------_-_-_-_-_-_-_-_-_-_-_-_-_-_-:_-________ _ 2006063000147R ,,; [NOTARY BLOCK FOR EXECUTION BY AN ENTITY] STATE OF V\J fr } COUNTI' OF b{) ~ ss. On this day personally appeared before me, Ricb•rd ,I Eii:,kbalraQr to me: known to be the President of Cambridge Homes, Inc , the corporation that executed the foregoing instrument, and acknowledged such instrument to be the free and volllnlary act and deed of such corporation • for the uses and pwposes therein mentioned. and on oath stated th•~--;;:ysbc was duly authorized to execute such instrument t7 GN CIAL SEAL tlri,.J.(_ day o~ 20 ,.s: VELTA II. STROMBERO ST.\Te Of WA-TON-=--}d~~~LL~r&:!a:t::!t!,M,V:,,----- [NOTARYBLOCKFOREXECUTIONBY AN INDIVIDUAL] STATE OF ____ _ COUNTY OF ___ _ } ss. On fuis day personally appeared before me to me known to be the individual(s) described in B1Jd who executed the within and foregoing instrument, and acknowledged that [he/she) signed the same as [his/her] free B1Jd voluntary act and deed, for the uses and purposes therein mentioned. GIVEN UNDER MY HIINl> AND OFFJCIAL SE.AL this __ day of -----------~20_. Printed Na.me -----------~-- NOTARY PUBLIC in and for the State of _____ ~ residing al ______________ _ My Commission Expires __________ _ D .. do/Trust #/41368 JOO!J·6 JJ1w0Jldc,c 716110(),I De•cript.iou, JCf.ng,IV.l DocWMZle:-r...r.llODtla.Dey.DocID 200~.630.1478 P-,., ;J!J o~ 31 Ozd'•r, 6!J6B8~ C0111maDt1 page29 2006063000147L-: REQUESTFORFULLRECONVEYANCE To be iaed on{), when all obligations have been paid under Jh.e note and this Deed of Trust. TO: TRUSTEE The 1111derslgaed Is the Ieiial owner and holder of the note and all other Indebtedness secured by the wlthln Deed of Trust. Said note, together with all other Indebtedness secured by said Deed of Trust, has been fuUy paid and satisfied; and you are hereby requested and directed, on payment to you of any sums owing to you under the terms of said Deed of Trust, to cancel said note above mentioned, and all other evidences of Indebtedness secured by said Deed of Trust delivered to you herewith, together with the said Deed of Trust, and to recoavey, without warranty, to the parties designated by the ter!Dll of said Deed of Trust, all the estllte now held by you thereunder. Dated: __________ _ Deed o/TnJJt #UI.J6.'l /,:,0/f.fi Jllw<J/1.doc 6/'11/1()()5 De•cr:tpt.ioa: IUag_, NA DocwN.ne-r-.r.No.a.t.h.Da,y.DocI.D :l005, flO.l.478 l'•rr•r 30 of ,i Ord•r: 69,983 Cc:mmeat, 200606300014 78.~; EXHIBIT A LEGAL DESCRIPTION The South 65 feet of the North 165 feet of the West 150 feet of the South 1/l of the Northea,t 1/4 or the Northwest 114 of the Northeast 1/4 of Section IO, Township 23 North, Range S East, W,M, Except the West 30 feet thereof conveyed to King County for 142 .. Ave. SE by deed recorded under Recording No. 3263478; Situate In the County of King, State of Washington. Deed of l'>ust #U/34, 10011·6 J/Jw{)lf.tfoc 611ll200S De•cript..teli1 .KJ..11111,IQ. Doat11NZ1.t-re&&".Jloutb.DIQ'.DocrD 400$.&JO.l41B I.age, Jl oL 31 ~+4•r, 696883 coaimeat, page JI . --·-----~------- ---·= --::·:.:-·.:...,,,:-.#~"::~: -- ---.:,~C·i~ t .... Ill~-!-··-·· LO "' " .. 8 .. .. :g 10.00· •010.00 II 'nm Clff COUll:ll. tr 'nM CI'tl DP ~. ~. DO Ctl.bAU AS tm.umi BICTICII Is n.ue i• barllby ~ a KA.itary ~ NZTice lpeei&.l .._,aaut d.iatdct for t.hll JIODl:ycnd Int.arcapto~ uu 1D die ~ qaadrant ot tlwl: City or Jlaatom wbldl uu i.• 110N pattf.cllluly it;fCZ'!Nd .. tollow: SM llbrla.U)it •1.11 at;t:ach,a,d. hueto Qd .... a pa:t .n,of IUI il hl.ly .. t fortJt Nn-1.A. I. Up i;,f tlw PAiKt u.. Ls att~ u .ExM.Wi: •11• cc1 ... part .. nof .. if f\l.lly &t-t fortll.) SZCTJOIII ll* hraocaa ~iflq te> ti. &M.ituy SM111r bcUit:.ln 1n th!. lpeei.al ~.u.s~t District. llbidL PfOPUt.lea ha .. aat beu. ~ or ...,. .. ...! vith t..lw co,st of Ula eia.ituy ..-r aai.i:11, shall f*Y i.a, &ddit.iIJQ to tha pa,-at. of the OlbM:c±ioe. psr.it fN Ud i,a. addJ.Uon to the '31EDtlral fM:ilit.)" and t.nDk QOJmect.ioll ~. ta foli.-i.111; addJ:t.i'-1. fe:s1 --·---.... -·- A. -'na du.rps (S.. E.IMt.U -r _. 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QI Pl~ 76, naN$ of Uhl ~t.y; tlleate -.Cl-ilef.t •1-S Uftl ai,rtll 11• vr a.1C ,tat 170.0 fwt; ~ -,,u ,.ran11 wtt11: u. catn-Jtae ti Nit! o.-... -, fu utoufQff to Uc ~ ..,1. af St.la" st,. laute 9CQ 1 ,lsa UIOlla H l,E. 5-Mt lhtf.: ~ lk-s.Url7 •l~ 1,11' IIDrt* •r,Ja to U. Wrst 1 fM fl( tk [,Ht 484.'2: fHt r,f t1i1 So.tfaiiast l/4 of tll,e SOuU..lit J/4 at utt1 i¢-tioa 4; t1liteal lot .. 'I •lwig s.a111 Mcst Hae to * .sii.Ut U11t tlf tbt ,ru of KoM:)' ,,..., hrt; ,u narad i. 101.e St of Pla'tl • Plllf $1, ,_.,.. ot !,.411tl ciwc;y; tNIICa' l.t.st .,,_, Uwt .SWU llae tllueOI" to IN ~,, corM'r cf t..it. 9, i• •loct Z' flf Alcl pl•t; u-c:t' lortll UC tle$t ilClnf t1III Ea1-C ud lo"-'t 11_, Pi Lot t w till rftllt .. f~ li111 or 1.£. l1UI Pl.;. tM«e lllw'Ulast w 1onaut 11-. ~ Sowrllatst _. lortliil,u.t •rvfn or utd l.f, 11Ui ,1. 11, t11e ~UINllllrlJ' ur.r of UC u. 1 .. Ilea 1 uf wfd ,tai; ~ llew(.bu1,terl.r •TOAJ U. S.U.U.terl., Hae tlicl'TOf' to U. .aortMat aNtr ot 1at, tot II~ theM:a' ~ly i10., U. ~$~ 'y 11M:5., lots U ~ 7 fCIIC1U• 5jw, b tr. liorU 11 .. Of s,1td pl1.t; tA.Nc,. ~t el ... \M: llo.-til lt• \lllr11IOf to u. lrwUM:st '*-r of wt• •l•t; u.r.a Souta .aa-. Ulll IIIHt llnt n..r.ar to JM' .s.tiap.t Clftlf" l'f 1M lol'Uafflit l/4 Of U. ~t l/4 tf Nt• kti• 4;. v.ca liu,t .1-, a. Saullt. u .. or j,tu IOr'Ullflt 11, .r * S.tllllnt uc. • tllht.uce tf :ml.U fllt.i lliMc:t a--u. ll07,D fMt ta, U. 1DrU1 Hae of wt4 ~tllitst l/4 dtstat JU.to f•t West •t Uit IDrUiila5& CIM'af' ....,_,, U..11' Wcs.t •1-a: Ole So.au Ille Of the S-Uient 1/4 .,-Ula IIDr"t.lllllltt l/4 to Ult SO.U..St '9l"llel' a.r.t; a.a, '5om 1.1-.i u. '1Hl Itae .t uld 111W:t:.btc.a to Uiie ..-U-u: ea"lllitt' Of tM Pl.t •f Al ... a..:a. 9t. 1 ti N/CCINIM la 'faJ~ R'. ,alt' J, ~ af Mtd ~\Ji, tlr,aiiU Wnt •1-t U. ....-U. li .. u...f to Iii! ~t mnier Df liie PJ,t wf A1-a.lldl 41S ,..,.,. 1• hltae 17~ ,._. '· ,...3 of .. ,. COllnl';Ji, lllnc:.t: llnt •lat UR 1wU1 l-,._, ta tM .S.~17 Pt.tlllloa ef tlll lls'C: I•• ef U. Plat .r s..t Teniiw • ...,.. ta 'hlaao 171-.... z ....... Of j.l.t, ~ U..C.: ~ a)-, MUI S.tlerl.7 •&te."41oa m a. ~i a,.e,-"" ~u ,••t; u..:. ....u.. ...,. a11og: u. Ent lh• If wtc pht w • 111nwrt.r o:1-f.1-.r utc filst H• .., ue 5'lulll •'1h Df S.E. flit St,, ,Js.o ~ as 1.£. Dtll st..i t1r1eca alt"tM&lilffly Ulo. ~bt • tie 9illl'1JI ar,ta ef Uhl $T:rt,a-l #t'1i\lat •• 4 fNt fut f'A Ille UHt 1• of Nt4 ~-4 ...r ,Oal Of ll,1.UIC '1f 1111$ 6'KriJl'U.-. LJ-ZISQ/1 EIIJ,ll D••c.r.1;t=.io:u .K1..:1o,H4 .oocwu.nt-l"Nr.lroatb.Day • .DocrD l9B6.1203.1453 Paget 3 o~ I order, 696BB3 C~t-, ---------------- • ._ r Ullllf "r ...... [JJ ........:s ... .s.. .,. ... ' i l • i -...--·,./ l-/ ----"t- Deacriptioo, Jt1Dg~HA Documaat-rear.Hoat.b.Da,y • .DacID Order, 696883 Com:maot, 1!J86.1:20J.145S Page, 4 of 6 • r ~ I IIUtlf 'C" ·---· 11111rr ~ De•crl.pt;ioat XiZJg,. IQ DocwN.at-r...r.Moa.t.b.Da,y.DocID order, 696883 Commaat, -··--- • " i (111111 Y --- SEC..-4 1 TWP. 2.3 N.,RG::. 5 E.,W.M, . EIII.JT .w.- De•criptiont K!ag,K.\ DocUDtDt-r~.JICatb.~.DocID 19B6.Z403.l455 P&g•1 f rd f Order, 696183 Comment, --- • Return Address: Johns Monroe Mitstmaga PLLC Attn: Michael Monroe 1500 l l4ili Avenue S.E., Ste. 102 Bellevue, WA 98004 E2192069 03/13/Zellll 19:21 KING COUNTY, UA TAX f15,II SALE $ 11.H AUDITOR/RECORDER'S INDEXING FORM --- Document Tltlo(s): Easement for Storm Water Line \ Reference Number(s) of Oocumenl5 aaalgn•d or released: Grantor(s): I. Sound Built Homes, Inc.; 0 Additiona1 names on page of docwnent. Grantee(s); I. Cambridge InvestmenlS LLC 0 Additional names. on page of document. 20060313001960.:: PAGEGII OF 811 legal Description: Ptn of Lot 16 Brookefield ll, according to plat recorded in Vol. 224, pgs. 80-83, 'records of ( abbreviated) King County. 0] Additional legal is on pages 1, 2 & 6 of document. Assessor's Property rax Parcel/Account Number: J 137410160 EASEMENT FOR STORl•I WATERLINE THIS EASEMENT FOR STORM WATER LINE is granted this~ day of Ff bruar)a ?f>G:, ~. by and between Sound Built Homes, Inc. a Washington CO'l'Oration (' rantor") and Cambridge Investments LLC ("Grantee"). REPRESENTATIONS A. Grantor Sound Built Homes, Inc. is the owner of the following real property located in Pagelo/5 Descript1on: K1ng,WA Docwnent-Year.Month.D~y.DocID 2006.3l3.1960 Paga: l of 5 Order: dfsfd Comment; • King County, Washington, the legal description of which is: Lot 16, Brookefield II, according to the plat thereof recorded in Volwne 224 of Plats, Pages 80 through 83,records of King County, Washington; All of which Lot 16 is situate in the County of King, State of Washington. (Hereafter collectively referred to as "Grantor's Parcel"). B. Grantee is in the process of purchasing or intends to purchase the following real property located in King County, Washington, the legal description of which is: See Exhibit A, attached and incorporated herein. (Hereafter referred to as "Grantee's Future Parcels"). 2006031300191;0. ,:,;, . C. Grantee desires to use a portion of Grantor's Parcel for purposes of locating a permanent, non-exclusive casement for the installation and operation of a storm water line to benefit Grantee's Future Parcel, or any portion thereof; and the parties have agreed upon the consideration owed to Grantor for granting such easement rights. NOW, THEREFORE, for and in consideration of $10.00 and other valuable consideration, the adequacy and receipt of which is hereby acknowledged, Grantor hereby grants and conveys to Grantee an easement for purposes of a storm water line over, through, across, under and upou the following described property: 1. Grant of Easement. An easement is hereby granted and conveyed to Grantee for purposes of a storm water line over, through, across, under and upon Grantors' property legally described as: THE NORTH 15 FEET TOGETHER WITH THE WEST 10 FEET OF LOT 16, WITHIN THE PLAT OF BROOKEFIELD JI, KING COUNTY RECORDING NO. 20041105000381, VOLUME 224 OF PLATS, PAGES 80 THROUGH 83, RECORDS OF KING COUNTY, WASHINGTON. (Hereafter referred to as the "Easement Area"). 2. Use of Easement Area. This Easement shall be a non-exclusive easement for the use and benefit of Grantee's Future Parcels, or any portion thereof, for purposes of the construction,· reconstruction, alteration, operation, repair and maintenance of an underground storm water line and related appurtenances. However; Grantor makes no representation as to the usefulness of said easement area as it relates to Grantee's intended use. It is solely the Page 2 of5 Description: King1WA Document-Yesr.Month.Day.DocID 2006.313.1960 Page: 2 of 5 Order: dEstd Comment: • • 20060313001 ~,;~. ,:.,: . responsibility of the Grantee to obtain the necessary governmental approvals for use of said easement in accordance with Grantee's intentions. Grantee's construction, reconstruction, alteration, operation, repair and maintenance of said storm water line and related appurtenances shall be undertaken in a manner so as to not damage or substantially interfere with any other existing utilities which may be located within the Easement Area: The owner(s) of Grantor's Parcel may use the Easement Area for such other uses and improvements so long as such uses or improvements do not substantially interfere with Grantee's purposes described herein. After the construction of the storm water line and related appurtenances is completed and operational, any subsequent work by Grantee requiring entry shall be reasonably accomplished in a manner such that any landscaping within the Easement Area shall not be disturbed or damaged or, in the event it is disturbed or damaged, it shall be restored or replaced so as to be in as good a condition as it was in immediately before the Easement Area was entered upon by the Grantee. 3. .(Qndition fqr Exercising Easement Rights. Grantee's rights and obligations to use the Easement Area for the purposes described in Section 2 shall be conditioned upon Grantee becoming the owner of one or both of Grantee's Future Parcels within three (3) years of the date of executing this Easement. The right to use the Easement Area shall apply only to the parcel(s) identified as Grantee's Future Parcels to which the aforementioned ownership timely occurs. 4. Duration, Successors and Assigns. In the event the condition set forth in Section 3 is timely satisfied, then the easement and covenants contained herein shall be perpetual in duration. All tenns and conditions provided herein shall run with the land and shall inure to the benefit of, and be binding upon, the successors, assigns, personal representatives or heirs of the parties herein. 5. Indemnity. Grantee shall indemnify, defend, and hold Grantor harmless from and against any and all claims, actions, liability and expense occasioned wholly or in part, directly or indirectly, by any act or omission of Grantee relating to Grantee's use of the Easement Area. II IN WITNESS WHEREOF, the Grantor and Grantee have caused this Easement to be executed on the date indicated above. GRANTOR: SOUND BUILT HOMES, INC. GRANTEE: CAMBRIDGE INVESTMENTS LLC By:~ Name: L . /JA;t-E: HueF).JJN Title: Ml/7J,t6t,-J6 &ffld&. Page3 of5 Dosaription: King,WA Document-rear.Nonth.Day,DocID 2006.313,1960 Page: 3 0£ 5 Order: dfsfd Comment: • • 20060313001960.:: STATE OF WASHINGTON) ) ss. COUNTY OF PIERCE ) I certify that I know or have satisfactory evidence that fur!:) J, £:tee,-is the person who appeared before me, a Notary Public in and for the State of Washington duly commissioned and sworn, and acknowledged that he is the 1?Yfu I d.n:\:: of Sound Built Homes, Inc., the corporation that executed the forgoing instrument, and acknowledged said instrument to be the free and voluntary act for said corporation, for the uses and purposes therein mentioned and on oath stated that he/ she was authorized to execute said instrument. DATED: ';;i_ \ )ebtVW~ 7.,6'&, Not.arr Public State of Washington ZONA DEE MILLARD MY COMMISSION EXPIRES SEPTEMBER 09, 2009 STATE OF WASHINGTON) ) ss. COUNTY OF KING ) ~~~~~~Print Name) Notary Public . Residing at'--'\~<1=1 Jo<e>=-~~~--- My appointment expires: C\ l"l )200'1 I certify that I know or have satisfactory evidence that.I.ff A.Lu~ is the person who appeared before me, a Notary Public in and for the State ofashington duly commissioned and sworn, and acknowledged that he is the ~ of Cambridge Investments LLC, the company that executed the forgoing instrument,dacknow!edged said instrument to be the free and voluntary act for said company, for the uses and purposes therein mentioned and on oath stated that he/she was authorized to execute said instrument. DATED: ..:4.,~ea,..:al::'~::a:TI:J!u+----· VELTA M. STROMBERG 8Tt,Tl! OF WASHINGTON ll()TARY -• -P\JllLIC . In eo,fMISS!ON EXPIRf:S oi1-<1t ~ ?h, /_:u;,,,,/,'f V,;,.r,4: 61 · GtetMl/litt; (PrintN~e) Notary Public P Residing at d < , au, My appointment expires: ,1< 1/ ie ~ ' Page 4 o/5 Descriptioo: K1ng1WA Document-Year.Month.Day.DocID 2006.313.1960 Page: 4 0£ 5 Order: dfs£d Comment: • .. EXHIBIT A (GRANTEE'S FUTURE PARCELS) 1. THE SOUTH 65 FEET OF THE NORIB 165 FEET OF THE WEST 150 FEET OF THE SOUTH Yz OF THE NORTHEAST Y. OF THE NORTHWEST Y. OF THE NORTHEAST \4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR l42N°A VENUE S.E. BY DEED RECORDED IN KING· COUNTY RECORDING NO. 3263478; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. 2. 11236 -142ND AVE. S.E., RENTON, WA 98059. THE SOUTH 150 FEET OF THE NORTH 165 FEET OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., INKING COUNTY, WASHINGTON; EXCEPT THE SOUTH 65 FEET OF THE WEST 150 FEET THEREOF; AND EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 3263478; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. Description: King,WA Document-Year.Month.Day.DocID 2006.313,1960 Page: 5 of 5 Order: d£sfd Comment: 20060313001 ~Q. ::::_:· " 20060313002001.:: Return Address'. Johns Monroe Mitsunaga PLLC Attn: Michael Monroe 1500 l 14~ Avenue S.E., Ste. 102 Bellevue, WA 98004 11111111111(1111 20060313002001 JOHNS l'IONRO& n IIAS 3e.99 PAGl!ffl OF 1811 113/ 13/2181! __ 15: 23 KING COUNlY, UA E2192074 t3/l3/Zll0B 11:23 KJM, COUNTY, UA TAX SIS.89 SALE $198.98 AUDITOR/RECORDER'S INDEXING FORM Oocument TIUe(s}: Easement for Storm Water Li:1e Reference Number(a) or Doculffl!nts assigned or relea$8d: Gnmtor{s); 1. Brookefield II Home Owners Association 0 Additional names on page of document. Grantee(s): 1. Cambridge Investment, LLC D Additional names on page of rlocwnent. ?l>GE001 OF 1101 Legal Description: Ptn of Tract C, Brookefield II, according to plat recorded in Vol. 224, pgs. 80-83, retords of (abbreviated) King County. 0 Additional legal is on pages 2 & 6 of document. Asse"or's P,operty Tax 'Parcol/Account Number: 1137410190 EASEMENT FOR STORM WATER LINE ; .f( THIS EASEMENT FOR STORM WATER LINE is granted this _Jz__ day of fl,'Jc,,cc;, (,.. , 2005, by and between Brookefield II Home Owners Association, A Washington nonprofit corporation ("Granter") and Cambridge Investments LLC, a Washington corporation ("Grantee' 'l- REPRESENTATIONS A Granter is the owner of the following "real property located in King County, ORIGINAL Page 1 of5 Description: King~WA Docwnent-Year.Month.Day.DocID 2006.313.2001 Pago; 1 of 5 Order: dfsfd Conunent: • Washington, the legal description of which is: Tract C, Brookefield 11, according to the plat thereofrecorded in Volume 224 of Plats, Pages 80 through 83, records of King County, Washington; All of which Tract C is situate in the County of King, State of Washington. (Hereafter referred to as "Grantor's Parcel"). B. Grantee is in the process of purchasing or intends to purchase the following real property located in King County, Washington, the legal description of which is: See Exhibit A, attached and incorporated herein. (Hereafter referred to as "Grantee's Future Parcels'). 20060313002001 _,:,-, . C. Grantee desires to use a portion of Grantor's Parcel for purposes of locating a permanent, non-exclusive easement for the installation and operation of a storm water line to benefit Grantee's Future Parcel, or any portion thereof; and the parties have agreed upon the consideration owed to Grantor for granting such easement rights. NOW, THEREFORE, for and in consideration of $10.00 and other valuable consideration, the adequacy and receipt of which is hereby acknowledged, Granter hereby grants and conveys to Grantee an easement for purposes of a storm water line over, through, across, under and upon the following described property: 1. Grant of Easement. An easement is hereby granted and conveyed to Grantee for purposes of a storm water line over, through, across, under and upon Granters' property legally described as: THE NORTH 15 FEET OF TRACT C, WITHIN THE PLAT OF BROOKBFIELD II, KING COUNTY RECORDING NO. 2004110500038!, VOLUME 224 OF PLATS, PAGES 80 THROUGH 83, RECORDS OF KING COUNTY, WASHINGTON. (Hereafter referred to as the "Easement Area"). 2. Use of Easement Area. This Easement shall be a non-exclusive easement for the use and benefit of Grantee's Future Parcels, or any portion thereof, for purposes of the construction, reconstruction, alteration, operation, repair and maintenance of an underground storm water line and related appurtenances. However; Grantor makes no representation as to the usefulness of said easement area as it relates to Grantee's intended use. It is solely the Page 2 of5 Description: Xing~WA Document-Year.Nonth.Day,DocID 2006.313,2001 Page: 2 of s· Order: dfsfd Comment: responsibility of the Grantee to obtain the necessary governmental approvals for use of said easement in accordance with Grantee's intentions. Grantee's construction, reconstruction, alteration, operation, repair and maintenance of said storm water line and related appurtenances shall be undertaken in a manner so as to not damage or substantially interfere with any other existing utilities which may be located within the Easement Area. The owner(s) of Grantor's Parcel may use the Easement Area for such other uses and improvements so long as such uses or improvements do not substantially interfere with Grantee's purposes described herein. After the construction of the storm water line and related appurtenances is completed and operational, any subsequent work by Grantee requiring entry shall be reasonably accomplished in a manner such that any landscaping within the Easement Area shall not be disturbed or damaged or, in the event it is disturbed or damaged, it shall be restored or replaced so as to be in as good a condition as it was in immediately before the Easement Area was entered upon by the Grantee. 3. Condition for Exercising Easement Rights. Grantee's rights and obligations to use the Easement Area for the purposes described in Section 2 shall be conditioned upon Grantee becoming the owner of one or both of Grantee's Future Parcels within three (3) years of the date of executing this Easement. The right to use the Easement Area shall apply only to the parcel(s) identified as Grantee's Future Parcels to which the aforementioned ownership timely occurs. 4. Duration, Successors and Assigns. In the event the condition set forth in Section 3 is timely satisfied, then the easement and covenants contained herein shall be perpetual· in duration. All terms and conditions provided herein shall run with the land and shall inure to the benefit of, and be binding upon, the successors, assigns, personal representatives or heirs of the parties herein. 5. Indemnity. Grantee shall indemnify, defend, and hold Granter hannless from and against any and all claims, actions, liability and expense occasioned wholly or in part, directly or indirectly, by any act or omission of Grantee relating to Grantee's use of the Easement Area. ff IN WITNESS WHEREOF, the Grantor and Grantee have caused this Easement to be executed on the date indicated above. GRANTOR: BROOKEFIELD ll HOME OWNERS AS.SO~~- By:.~~,_.~c,,s."'7'"-zc>"'""c,L..~~ Name: (;,,.,'i l.cc."- Title: PraJ,~ .J.. . GRANTEE: CAMBRIDGE INVESTMENTS LLC By:_~-¥'>-..,_"""":lrlk,\.==---- Name: L ,f)A.t£. ~ Title: /#rN.tettJC 11,1<;;1,oS.s.t. Page3 o/5 Description: King 1 WA DocumeJ1t~Year.Month.Day.DocID 2oog.J1J.2001 Page: 3 of 5 Order: d£sfd comment: •• ------------- 20060313002001.:: STATE OF WASHINGTON) ) ss. COUNTY OF PIERCE ) I certify that I know or have satisfactory evidence that &~ 4u...,. is the person who appeared before me, a Notary Public in and for the St:(e of Washington duly commissioned and sworn, and acknowledged that he is the Pw,4<~ +-of Brookefield II Home Owners Association, the nonprofit cmporation that executed the forgoing instrument, and acknowledged said instrument to be the free and voluntary act for said corporation, for the uses and purposes therein mentioned and on oath stated that he/she was authorized to execute said instrument. DATED: ( Q March Zffi\.o Notary Public State of Washington ZONA DEE MILLARD MY COMMISSION EXPIRES SEPTEMBER 09, 2009 STATE OF WASHINGTON) ) ss. COUNTY OF KING ) Not Public Residing at._,.,I e"-"-";-'-'""""'---c-1---1---- My appointment expires; Cf( "l f O 1 I certify that I know or have satisfactory evidence that L-PAil. Hv~ri is the person who appeared before me, a Notary Public in and for the State of Washington duly commissioned and sworn, and acknowledged that he is the 1114~"1°"'1 ~of Cambridge Investments LLC, the company that executed the forgoing instrument, and acknowledged said instrument to be the free and voluntary act for said company, for the uses and purposes therein mentioned and on oath stated that he/she was authorized to execute said instrument. i;;//:td~tNarne) Notary Pub\ Residing atJzy& , ~ My appointment expires: q a()!J1 . ( Page 4 of5 Description: King,WA DocW?1ont,Yoar.Nonth.Day.DocID 2006.313.2001 Page: 4 of 5 ardor: d£s£d comment: EXHIBIT A (GRANTEE'S FUTURE PARCELS) 1. THE SOUTH 65 FEET OF THE NORTH 165 FEET OF THE WEST 1 SO FEET OF THE SOUTH Y, OF THE NORTHEAST Y. OF THE NORTHW'EST Y. OF THE NORTHEAST'!. OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR 142No AVENUE S.E. BY DEED RECORDED IN KING COUNTY RECORDING NO. 3263478; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. 2. 11236 -142ND AVE. S.E., RENTON, WA 98059. THE SOUTH 1 SO FEET OF THE NOR TH 165 FEET OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 65 FEET OF THE WEST 150 FEET THEREOF; AND EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER KING COUNTY RECORDJNG NO. 3263478; SITUATE 1N THE COUNTY OF KL"fG, STA TE OF W ASHJNGTON. 5 .5 Pageaof.-bf:. Description: King,WA Docwnent~Year.Honth.Day.DocID 2006.313.2001 Page: 5 or 5 Order: dfsEd Comment: 20060313002001 .,:c:_:· CONFORMED COPY , ' Return Address: Johns Monroe Mitsunaga PLLC Attn: Michael Monroe 20060313001960 JOHNS r!ONROE MEAS 36.00 1500 114"' Avenue S.E., Ste. 102 Bellevue, WA 98004 PAGE8111 OF 805 03/13/zee& 15:20 KING COUNTY, UA CONFORMED COPY E2192069 03/13/20116 15:20 KING COUNTY UA TAX 'f15.00 SALE $ 08.08 AUDITOR/RECORDER'S INDEXING FORM Document THle{s): Easement for Storm Water Line Reference Number(s) of Documents assigned or released: Grantor(s): I. Sound Built Homes, Inc.; 0 Additional names on page of docwuent. Grantee{s): I. Cambridge Investments LLC 0 Additional names on page of document. PAGE801 OF 801 -- Legal Description: Ptn of Lot 16 Brookefield II, according to plat recorded in Vol. 224, pgs. 80-83, records of ( abbreviated) King County. ~ Additional legal is on pages 1, 2 & 6 of docwuent. Assessor's Property Tax ParceUAccount Number: 1137410160 EASEMENT FOR STOR.tvi WATER LINE THIS EASEMENT FOR STORM WATER LINE is granted this~ day of Ef bruar)a 2tG:, ~. by and between Sound Built Homes, Inc. a Washington cotporation (' rantor") and Cambridge Investments LLC ("Grantee"). REPRESENTATIONS A. Grantor Sound Built Homes, Inc. is the owner of the following real property located in t©fY Page 1 of5 . ' ) / / King County, Washington, the legal description of which is: Lot 16, Brookefield II, according to the plat thereof recorded in Volume 224 of Plats, Pages 80 through 83, records of King County, Washington; All of which Lot 16 is situate in the County of King, State of Washington. (Hereafter collectively referred to as "Grantor's Parcel"). B. Grantee is in the process of purchasing or intends to purchase the following real property located in King County, Washington, the legal description of which is: See Exhibit A, attached and incorporated herein. (Hereafter referred to as "Grantee's Future Parcels''). C. Grantee desires to use a portion of Grantor's Parcel for purposes of locating a permanent, non-exclusive easement for the installation and operation of a storm water line to benefit Grantee's Future Parcel, or any portion thereof; and the parties have agreed upon the consideration owed to Grantor for granting such easement rights. NOW, THEREFORE, for and in consideration of $10.00 and other valuable consideration, the adequacy and receipt of which is hereby acknowledged, Grantor hereby grants and conveys to Grantee an easement for purposes of a storm water line over, through, across, under and upon the following described property: I. Grant of Easement. An easement is hereby granted and conveyed to Grantee for purposes of a storm water line over, through, across, under and upon Grantors' property legally described as: THE NORTH 15 FEET TOGETHER WITH THE WEST 10 FEET OF LOT 16, WITHIN THE PLAT OF BROOKEFIELD II, KING COUNTY RECORDING NO. 20041105000381, VOLUME 224 OF PLATS, PAGES 80 THROUGH 83, RECORDS OF KING COUNTY, WASHINGTON. (Hereafter referred to as the "Easement Area"). 2. Use of Easement Area. This Easement shall be a non-exclusive easement for the use and benefit of Grantee's Future Parcels, or any portion thereof, for purposes of the construction, reconstruction, alteration, operation, repair and maintenance of an underground storm water line and related appurtenances. However; Grantor makes no representation as to the usefulness of said easement area as it relates to Grantee's intended use. It is solely the Page2of5 responsibility of. the Grantee to obtain the necessary governmental approvals for use of said easement in accordance with Grantee's intentions. Grantee's construction, reconstruction, alteration, operation, repair and maintenance of said storm water line and related appurtenances shall be undertaken in a manner so as to not damage or substantially interfere with any other existing utilities which may be located within the Easement Area. The owner(s) of Grantor's Parcel may use the Easement Area for such other uses and improvements so long as such uses or improvements do not substantially interfere with Grantee's purposes described herein. After the construction of the storm water line and related appurtenances is completed and operational, any subsequent work by Grantee requiring entry shall be reasonably accomplished in a manner such that any landscaping within the Easement Area shall not be disturbed or damaged or, in the event it is disturbed or damaged, it shall be restored or replaced so as to be in as good a condition as it was in immediately before the Easement Area was entered upon by the Grantee. 3. Condition for Exercising Easement Rights. Grantee's rights and obligations to use the Easement Area for the purposes described in Section 2 shall be conditioned upon Grantee becoming the owner of one or both of Grantee's Future Parcels within three (3) years of the date of executing this Easement. The right to use the Easement Area shall apply only to the parcel(s) identified as Grantee's Future Parcels to which the aforementioned ownership timely occurs. 4. Duration, Successors and Assigns. In the event the condition set forth in Section 3 is timely satisfied, then the easement and covenants contained herein shall be perpetual in duration. All terms and conditions provided herein shall run with the land and shall inure to the benefit of. and be binding upon, the successors, assigns, personal representatives or heirs of the parties herein. 5. Indemnity. Grantee shall indemnify,. defend, and hold Grantor harmless from and against any and all claims, actions, liability and expense occasioned wholly or in part, directly or indirectly, by any act or omission of Grantee relating to Grantee's use of the Easement Area. II IN WITNESS WHEREOF, the Grantor and Grantee have caused this Easement to be executed on the date indicated above. GRANTOR: SOUND BUILT HOMES, INC. Name: Kt4a,'1 Title: ____ -J.fi__,-....-"""'fu.•J' U=,4.,,tf-.,__ GRANTEE: CAMBRIDGE INVESTMENTS LLC By:~ Name: l . IJA:(...,(; tfup.F,I-VN Title: M~1"C1,.;6 &Et-fli&. Page3of5 STATE OF WASHINGTON) ) ss. COUNTY OF PIERCE ) I certify that I know or have satisfactory evidence that fur~ J, '12ru:c.--is the person who appeared before me, a Notary Public in and for the State of Washington duly commissioned and sworn, and acknowledged that he is the J)reo1dn:\::: of Sound Built Homes, Inc., the corporation that executed the forgoing instrument, and acknowledged said instrument to be the free and voluntary act for said corporation, for the uses and purposes therein mentioned and on oath stated that he/she was authorized to execute said instrument. DATED: ';;i__ \ \'eotuc:v~ l..CA1o Notary Public State of Washington ZONA DEE MILLARD MY COMMISSION EXPIRES SEPTEMBER 09, 2009 STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) J~~ ~~:;rintNrune) Notary Public . Residing at_,.,_<1::.!.:.!l 1-<e>c.:,c _______ _ My appointment expires: C\ /q /200'1 I certify that I know or have satisfactory evidence that,;{.ff41u~ is the person who appeared before me, a Notary Public in and for the State ofashington duly commissioned and sworn, and acknowledged that he is the~ of Crunbridge Investments LLC, the company that executed the forgoing instrument,andackilOwledged said instrument to be the free and voluntary act for said company, for the uses and purposes therein mentioned and on oath stated that he/she was authorized to execute said instrument. DATED: ~~ll;Z!llfrlt::;;t:2'J<>Er:4-__ _ -VELTA M. STROMBERG ST~TE OF WASHINGTON NOTARY -• -PUtlUC . ·M't e0l4M1SS10N EXPIRES oi1.c0.1 Vc1--r A: M · C:te,Ma~e) Notary Public Residing at d-r.,, p;,;, My appointment expires: .,:,: // le 7 . Page4 of5 l.~J I • ) ' ·' ·-~ EXHIBIT A (GRANTEE'S FUTURE PARCELS) L THE SOUTH 65 FEET OF THE NORTH 165 FEET OF THE WEST 150 FEET OF THE SOUTH Yz OF THE NORTHEAST Y. OF THE NORTHWEST Y. OF THE NORTHEAST Y. OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR 142ND A VENUE S.E. BY DEED RECORDED INKING COUNTY RECORDING NO. 3263478; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. 2. 11236 -142ND AVE. S.E., RENTON, WA 98059. THE SOUTH 150 FEET OF THE NORTH 165 FEET OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 65 FEET OF THE WEST 150 FEET THEREOF; AND EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 3263478; SITUATE IN THE COUNTY OF KING, St ATE OF WASHINGTON. Page 6 of6 PLEASE TYPE OR PRINT PLEASE SEE REVERSE REAL ESTATE EXCISE TAX AFFIDAVIT This fonn is your receipt when stamped by cashier. CHAPTER 82.45 RCW -CHAPTER 458-61 WAC FOR USE AT COUNlY TREASURER'S OFFICE (Use Form No. 84-00018 for Reporting Transfers of Controlling lntcrcst of Entity Ownership to the Department of Revenue) THIS AFflDAVIT WILL NOT BE ACCEPTED UNLESS ALL AREAS 1-7 ARE FULLY COMPLETED Namc_--'C=AMBc=.=~RI==DG=E=-I~NVES"-'-'=-cTMENT====~Sc....:LL=-=C----- ~ g Str;ct _ _:P_:•c_::0_:_•_cBo=xc:.....:7c::3..:.7:::.90=----------- PUYALLUP, WA ~98373 Street _ __,1~8"'00:=-N=.E~·c__cM:..=t~h_cS~t~r~e~e"'t~,_!!_#~20"'0"----- City/Stale/Zip RENTON, WA 98056 City/State/Zip ADDRESS TO SEND ALL PROPERTY TAX REL.A IBO CORRESPONDENCE Name __ __cC,eAMB"'-S..,,R.,.I..,DGE..,,,.~r.,NVE.,_,_. .. s.,.w"""'=-... s.,__,L ... L.,C~--- Streel __ __,1"'8"0"'0'---"N"'E'--=M_,_th=__,S,,_,t"'.'-''c......ellce2,,,00=------ City/State/Zip Renton, WA 98056 ALL TAX PARCEL NUMBERS 1137410160 COUN1Y TREASURER PLACE ASSESSED VALUE IF TAX EXEMPT • "LEGAL DESCRIPTION OF PROPERTY SITUATED IN ~ UNINCORPORA1ED, _ _,K,.I.,N,,,.G,,__ __ __:COUNTY O OR IN CITY OF _____ _ Street Address (if property is improved):-------------------------------------- THE NCRTH 15 FEET TOGETHER WITH THE WEST 10 FEET OF I.or 16, WITHIN THE PLAT OF BROOKEFIELD II , KING COUNTY RECORDING NO. 20041105000381, VOLUME 224 OF PLATS, PAGES 80 THROUGH 83, RECORDS OF KING COUNTY, WASHINGTON. Is this property currently: Classified or designated as forest land? Chapter 84.33 RCW Classified as current use land ( open space, farm and agricultural, or timber)? Chapter 84.34 RCW Exempt from property tax as a nonprofit organizatioo? Chapter 84.36 RCW YES D D D Seller's Exempt Reg. No. _____ -___ . Receiving special valuation as historic D ~ property? Chapter 84.26 RCW Property Type: ~and only D land with previously used building D timber only Principal Use: O timber 0 ApL (4+ unit) O agricultural O land with new building D land with mobile home D building only ~idential 0 conunercial/industrial D other ___________________ _ Description of personal property included in gross selling price, both tangible (eg; furniture, equipment, etc.) or intangible (eg; goodwill, agreement not to compete, etc.) If exemption claimed. list WAC number and explanation. WAC No. (Sec/Sub) _________________ _ Explanation--------------------- Type of Document Easement for Storm Water Line Date of Document Februar:y 21 1 2006. Gross Selling Price $,_J..,0.,,0"-"'0...,0,.,__ ________ _ Personal Property (deduct) $, ____________ _ ,. ' CONFORMED COPY ) Return Addre~s: Johns Momoe Mitsunaga PLLC Attn: Michael Monroe 20060313002001 JOHNS IIONROE MEAS 36.00 1500 114"' Avenue S.E., Ste. 102 Bellevue, WA 98004 PAGE891 OF 895 03/13/2896 15:23 KING COUNTY, WI CONFORMED COPY E2192074 03/13/2896 15:23 KING COUNTY, 1,111 TAX flS.89 SALE $ 89.00 AUDITOR/RECORDER'S INDEXING FORM Document Tltle(s): Easement for Storm Water Line . Reference Number(s) of Documents assigned or released: Grantor(s): 1. Brookefield II Home Owners Association D Additional names on page of docoment. Grantee(s): 1. Cambridge Investments LLC D Additional names on page of document. PAGE001 OF 1101 -- Legal Description: Pin of Tract C, Brookefield II, according to plat recorded in Vol. 224, pgs. 80-83, records of (abbreviated) King County. [!] Additional legal is on pages 2 & 6 of docoment. Assesso~s Property Tax ParceVAccount Number: 1137410190 EASEMENT FOR STORM WATER LINE ; .f{ THIS EASEMENT FOR STORM WATER LINE is granted this_(] __ day of fv/c,.,rc, [-. , 2005, by and between Brookefield II Home Owners Association, A Washington nonprofit corporation ("Grantor") and Cambridge Investments LLC, a Washington corporation ("Grantee"). REPRESENTATIONS A. Gran tor is the owner of the following real property located in King County, Page I of5 Washington, the legal description of which is: Tract C, Brookefield II, according to the plat thereofrecorded in Volume 224 of Plats, Pages 80 through 83, records of King County, Washington; All of which Tract C is situate in the County of King, State of Washington. (Hereafter referred to as "Grantor's Parcel"). B. Grantee is in the process of purchasing or intends to purchase the following real property located in King County, Washington, the legal description of which is: See Exhibit A, attached and incorporated herein. (Hereafter referred to as "Grantee's Future Parcels"). C. Grantee desires to use a portion of Grantor's Parcel for purposes of locating a permanent, non-exclusive easement for the installation and operation of a storm water line to benefit Grantee's Future Parcel, or any portion thereof; and the parties have agreed upon the consideration owed to <;irantor for granting such easement rights. NOW, THEREFORE, for and in consideration of $10.00 and other valuable consideration, the adequacy and receipt of which is hereby acknowledged, Grantor hereby grants and conveys to Grantee an easement for purposes of a storm water line over, through, across, under and upon the following described property: 1. Grant of Easement. An easement is hereby granted and conveyed to Grantee for purposes of a storm water line over, through, across, under and upon Grantors' property legally described as: THE NORTH 15 FEET OF TRACT C, WITHIN THE PLAT OF BROOKEFIELD II, KING COUNTY RECORDING NO. 20041105000381, VOLUME 224 OF PLATS, PAGES 80 THROUGH 83, RECORDS OF KING COUNTY, WASHINGTON. (Hereafter referred to as the "Easement Area''). 2. Use of Easement Area. This Easement shall be a non-exclusive easement for the use and benefit of Grantee's Future Parcels, or any portion thereof, for purposes of the construction, reconstruction, alteration, operation, repair and maintenance of an un.derground storm water line and related appurtenances. However; Grantor makes no representation as to the usefulness of said easement area as it relates to Grantee's intended use. It is solely the Page2of5 responsibility of the Grantee to obtain the necessary governmental approvals for use of said easement in accordance with Grantee's intentions. Grantee's construction, reconstruction, alteration, operation, repair and maintenance of said storm water line and related appurtenances shall be undertaken in a manner so as to not damage or substantially interfere with any other existing utilities which may be located within the Easement Area. The owner(s) of Grantor's Parcel may use the Easement Area for such other uses and improvements so long as such uses or improvements do not substantially interfere with Grantee's purposes described herein. After the construction of the storm water line and related appurtenances is completed and operational, any subsequent work by Grantee requiring entry shall be reasonably accomplished in a manner such that any landscaping within the Easement Area shall not be disturbed or damaged or, in the event it is disturbed or damaged, it shall be restored or replaced so as to be in as good a condition as it was in immediately before the Easement Area was entered upon by the Grantee. 3. Condition for Exercising Easement Rights. Grantee's rights and obligations to use the Easement Area for the purposes described in Section 2 shall be conditioned upon Grantee becoming the owner of one or both of Grantee's Future Parcels within three (3) years of the date of executing this Easement. The right to use the Easement Area shall apply only to the parcel(s) identified as Grantee's Future Parcels to which the aforementioned ownership timely occurs. 4. Duration. Successors and Assigns. In the event the condition set forth in Section 3 is timely satisfied. then the easement and covenants contained herein shall be perpetual in duration. All terms and conditions provided herein shall run with the land and shall inure to the benefit of, and be binding upon, the successors, assigns, personal representatives or heirs of the parties herein. ,, 5. Indemnity. Grantee shall indemnify, defend, and hold Grantor harmless from and against any and all claims, actions, liability and expense occasioned wholly or in part, directly or indirectly, by any act or omission of Grantee relating to Grantee's use of the Easement Area. II IN WITNESS WHEREOF, the Grantor and Grantee have caused this Easement to be executed on the date indicated above. GRANTOR: BROOKEFIELD II HOME OWNERS ASSO~~ By:..c,~>s7!'c....,,c....,,,=-,.'----,,,;.c,<""--~- Name: &,e,..-0 l,_q_,.._ . TI tie : fr.qi J{!,, .J.- GRANTEE: CAMBRIDGE INVESTMENTS LLC Page3 of5 STATE OF WASHINGTON ) ) ss. COUNTY OF PIERCE ) I certify that I know or have satisfactory evidence that &,,.~ ~a., is the person who appeared before me, a Notary Public in and for the St;e of Washington duly commissioned and sworn, and acknowledged that he is the Pr-c,:;,,k ... + of Brookefield JI Home Owners Association, the nonprofit corporation that executed the forgoing instrument, and acknowledged said instrument to be the free and voluntary act for said corporation, for the uses and purposes therein mentioned and on oath stated that he/she was authorized to execute said instrument. DATED: lo March ZCDlo Notary Public State of Washington· ZONA DEE MILLARD MY COMMISSION EXPIRES SEPTEMBER 09, 2009 STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) :-::-W-f:C)o:;ill!~i&iJJQ.j4-----1(Print Name) Not Public Residing at_T~{<"-"-";,_,/1-0,.,_ __ ac+---+---- My appointment expires: CJl 4 / 01 I certify that I know or have satisfactory evidence that I...· P,,dt. Hv~Y\ is the person who appeared before me, a Notary Public in and for the State of Washington duly commissioned and sworn, and acknowledged that he is the MAll:'1111 ~of Cambridge Investments LLC, the company that executed the forgoing instrument, and acknowledged said instrument to be the free and voluntary act for said company, for the uses and purposes therein mentioned and on oath stated that he/she was authorized to execute said instrument. DATED: Wf,t}ccJ,.__ 4 3-(,R)y I F;ltAAnA. L. Charfrl-{Print Name) Notary Public Residing at'&Uevc.u. r ~ My appointment expires:= "f, otJ/J'f I Page4 of5 EXHIBIT A (GRANTEE'S FUTURE PARCELS) 1. THE SOUTH 65 FEET OF THE NORTH 165 FEET OF THE WEST 150 FEET OF THE SOUTH Yi OF THE NORTHEAST Y., OF THE NORTHWEST Y., OF THE NORTHEAST \I., OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR 142ND AVENUE S.E. BY DEED RECORDED IN KING COUNTY RECORDING NO. 3263478; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. 2. 11236-142ND A VE. S.E., RENTON, WA 98059. THE SOUTH 150 FEET OF THE NORTH 165 FEET OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 65 FEET OF THE WEST 150 FEET THEREOF; AND EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 3263478; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. Page 6 of6 REAL ESTATE EXCISE TAX AFFIDAVIT This fonn is your receipt PLEASE TYPE OR PRINT CHAPTER 82.45 RCW -CHAPTER 458-61 WAC when stamped by cashier. THIS AFFIDAVIT WILL NOT BE ACCEPTED UNLESS ALL AREAS ON ALL PAGES ARE FULLY COMPLETED (See back page for instructions) Phone No. (including area code) Send all property tax correspondence to: [Z] Same as Buyer/Grantee Name ---------------------- Mailing Address ------------------- City/State/Zip ___ _ Phone No. (with area code) Name CAMBRIDGE INVESTMENTS LLC 1800 NE 44th St., #200 next to name. Mailing Address ___________________ -! City/State/Zip Renton, WA 98056 Phone No. (including area code) List all real and persona] property tax parcel account numbers-check box ifpcrsonal property 1137410190 II Street address of property:------------------------------------------- This property is 1 ocated in [Z] unincorporated _e_K,clN,_,G,_ _________ County OR within D city of ______ _ 0 Check box if any of the listed parcels are being segregated from a larger parcel. Legal description of property (if more space is needed, you may attach a separate sheet to each page of the affidavit) THE NORTH 15 FEET OF TRACT C, WITHIN THE PLAT OF BROOKEFIELD II, KING COUNTY RECORDING NO. 20041105000381, VOLUME 224 OF PLATS, PAGES 60 THROUGH 83, RECORDS OF KING COUNTY, WASHINGTON. Enter Abstract Use Categories: ------------ (Please see list on the back page of this form) If exempt from property tax per chapter 84.36 RCW (nonprofit organization), include: Seller's Exempt Reg. No.; NO List all personal property (tangible and intangible) included in selling price. If claiming an exemption, list WAC number and reason for exemption: YES ls 1his property desigruUal as forest land per chapter 84.33 RCW? D ls 1his property classified as cum:nt use (open space, furm and 0 agriculrural, or timber) land per chapter 8434? 12] 12] WAC No. (Section/Subsection)-------------- ls 1his property receiving special valuatioo as historical property per chapter 84.26 RCW'/ If any answeis are yes, complete as ins1ruct£d below. D 12] (I) NOTICE OF CONTINUANCE (FORESTI.AND OR CURRENT USE) NEW OWNER(S): To continue the current designation as forest land or classification as current use (open space, fann and agriculture, or timber) land, you must sign on (3) below. The county assessor must then determine if the land transferred continues to qualify and w:ill indicate by signing below. Reason for exemption Type of Document EASEMENT FOR STORM WATER LINE Date of Document _::31.:6:..:10::6'----------------- Gross Selling Price $, ___________ .;.1.:.00:;·.:.DO.:... ·----' nw~-~-·• /..1-..1,,~•\ (' -REALESTqT~!9c~~~!AFFIDAVIT Thofooo",~™'P' \"LFASEJ'(PEO" PR1NT CHAPTER 82 45 RCW -CHAPTER 458-61 WAC when stamped by coshier ~: TIIIS AmDAVITWJU NOT BE ACCEJ>TF.D [JNLESS ALL AREAS ON ALL PACES ARE FULLY COMPLETED · (S~ ~k Jl'lllC for 1nsuutt10t1S.} ,r 1smor ?,J·ame JROOKEP.lELD II HOME OWNERS ASSOCIATION do Kl,irt WllsOn. ~l ~loprig, Inc Name CAMBRIDGE INVESTMeNTS LLC 1800 NE 44th SI #200 M.!lmr;Add11:s.!, __________________ , C11y.&aw21p Renloo.. WA 98056 Phone No (mdud1111.11'eiicode) List 111119.1 Inf pmo8'1 property t,,,: parcel~ N~~.,_-"--~-,-i'---"--'>~-,,.___,~--;-'--- MarlingA~ ----,~-e--+-+--c---,,-f----;c· Crty/StaluZrp ------------ Pllonc N'3 (wnb numbers-ctieek bo11 d' pasonal prapeny H3741Q~90 • Street addrenorproJ)er6',.,---.+. •'+/-.~-='-· -.+/-· _'+/---.a,;--~e----------------------- Ttl.\S flIOjXl"t)I IS loctl\w. 1nlfil~~~-~-: C0\11'\ty OR wllhm0enyof _____ _ 0 Chel.k box 11 Vff ordle IISled ~ls am~ ~ted:from a j;TgerJi.,rccl Lep.1 do:sa1ptNl11 or pro~rty (lf IMTtt s~e 1s,~ed.iou m4t utih .a ,~ale ,:h~ 10 eacll s,4ge 0J,:'4he df1d•v11) THE NORTH 1s FEET oF TRACT c. ~·~ TH~:'~LAT .6F s~OoK1{F1~,;~'KiNq. COUNTY ~~ING NO 20041105000361, VOLUME 224 OF PLATS, PAGES 80 TI-lftt>UGH:'83, R~COR~S OF_;f<I~ COUNTY, ~IN~~N{ Enter Abstrl!Ct Use Cntegones ---------"','-- (Please see lt~I on qi~J;iad:. page or1h1s form) lfcxcmpl from ~ iilk,per chapter 84 36 RCW (nonprofit orgamz.atmn). mcl}lde Sella's Exempt ~'eg No YES NO ""'"""°"'~•{;...;,,br.d.;.-8433RCW' D 0 lsdus~~lied~~IB(oiicnspn;fismlW!d D 0 ~Ol""~~per~8{349 1sttuspropcrty~=~~mlusmadpopmy D 0 ~=:t::r~a~~···.\ .. ~) NO'flci;:OFroNilNIJA!tj'(fi,RFSTLANDORCURRENTUSE) NEW oWNES/.(S) To contmuc;th:.~~lli forest land or dassrficston ai'~ usc(oifn sJiacc. fFJl -~~ or bmber) hind, you must~ (~b£Jow :.Th:o;iunty ~~tlrC!i'di;imnme Uthe land iransfemdc6ntmuestoqiabf5,and :i,vtll Ul(bcalc'by sigrwig·.below Iftht: land no longcrquahfiestt )'9U do1!C)l ~ to~ue the deS1grii#,1on or dass1fiClltlOll, 1t will be J?:mDVed and ttioo~g or ai;l.diuooaJ t.1.«s will bedueaxlpayablcbythc!lelkror1nmfcroqi'tdjc11m~O?~ (RC:W . 84J3 !40or RCW 8434108) l'not~ Slglllll!_,(J)~ow, you nufy:~~ f your local I.OUllt)' assessor funnore U\~ .. :: Thl:S land O docs D docs not quahfy for ~11rruailc:,e ~. DEPlITY ASSESSOR ·.:•. D!l,'fE .: (1) NOllCEOFCOMPUANC'E(HISTORl('.p~Qperm')·:·· NEW OWNER(S) To conllnucspecsal valun!JOn as h1g'iitiC properly, RP (J) below lrlhc: newowncr(s) do not wuh toc;ontmue, all .. add1t10Dal hu calc11lated punuanl to dl~84 26 RCW. shall 0(, due and p,yablc by the seller or tnnsfaw at lhe tune of sale (3) OW"IER(S) SrGNATURE s,~of Gn1ntor OT Gn.utor·~ Name{pnnl) Date & city oh1gntng '; List all pe~ pro~ ttiii~b!q.aml tntangibltj_ included tn selhng ·:,l'A"<.. .. ' i ·, '. If claammi{~ ~~P."-hon, (!Jl.·~AC n+.tiefand/Cason for exemption ~ .. ' .. .. . . . . WAC No (S~J1on/~ubs~~~9~~------~~~-------- Rcasoo for excmpt10i=i.; Type of Document EASEMENT F~ST0RM WATER LINE Date of Document c316106:::::,::c ______________ _ Gross Sclhng Pnce $·----------'='°c.:co~o •Pcmma\ Property (deduct) $, ___________ _ Exemption Claimed (deduct) S, ___________ _ Taxable Sclhng Pnce S _________ --'1;00~00= Exc1scTax State $ __________ _;.1;28c_ .l'CJng {jdilf?.W Local $---------~•~•~• I ~.Dehniju~t Interest State $ ___________ _ :·:00060 ·l. Local.$ __________ _ .:~Dcl.fnqucn,t Penalty $ ___________ _ /•ciunty°l'~cn~i~gy Fee. S ___________ _ }•sta~··t~c1ino16$,)'.Pe.e. s ___________ _ ~jA..fr~vLI Pfo~;ng Fc/~------------ '!°<111111 Due :5----------~'0=00c. PU.A~[ I ~L OR:J>RINT PLi;/< sr SISE R[\!ER:sn,. REAL EST A TE EXCISE TAX AFFIDAVIT CHAPrER B2 45 RCW -CHAPTE1l4SX-61 WAC Th1!> fonn 1s your reci::1p1 when stamped by cashier ,i FOR USl:.111 CotJNTYTltl-ASURl:A'SOHlll (Us~FOffll No 84-0001 B for Repomng Tramfors ofConttolhng lniernt ofEnuty Ownentnp IO the Dq,a:nmnit of Revenue) THIS AFFIDAVIT WILL NOT Bf" ACn:p-n:o UNLE-'i."SALL ~R~ 1-7 ARE FULLY COMPLETED .-r"---;---,---c;-----------------------------· roimf '·t,qr IT B)MES , INC --·· i'Cl\MBRIIlGE t~S'°L~ i -~1aoo NI-: 44J s1L 120() / • ----------------- 1800 N.E. 44th Street, j200 C1ty/\tlltc/.lip RENl'ON r WA 98056 --·-- "--'---- All IAXPA.Rl.1-1 NUMHIR'). 1137410160 t.OUNTYTR~A',UJU II. Pl Af'I ,li',,!,,l!I. .. H)VAllll JI lAXIXlM~I .----,,· l ll)/~ell'ip Rent~-~ .:~~~56 /_j S-_J_,(:aJ. -1_;:t:cf:::.c;;:=========::l. --.:-::-:=:::::.::====-=cJ a LFC,At Or",CRIPTIUl',i ~F\Ro~~;·TY ~1:ho ~~-/~ UNINcb.~~'.°" 1i~-K~IN=G~---'COUNTY O OR INC'l'IT ur ------ ',1rce1 Addresi, {11 propc-n)' IS 1mpro~·~li:); ,,ci_' -0·--,~--··,c· ___ __c__· "'-···-· .. · ----------------· .,.,,.. .. ~ THE -TB 15 FEET TQ';EiiJER W!TH .~/wr.sir 10 FEET OF rm 16, WITHIN TBE PLAT OF iiRoaltEFrni:.o tr, .:i<1Nil COQl\1rY RECORD,~ ro. 20041105000381, VOLUMl~/224 :Cfr ¢,ATS, j'A~·-·™l\'l,'llRCXJG!j' B'}, RECORDS OF KING CllUNI'Y, WASHING'IO!f; . . a b \h.Ls.Pr~urrently ·:· .. t,ta· !)et;i;:npt11Ji1''af.:~c~tlal P~OI!~~)' tndudcd m grQ~~ !>Cllmg pnce, both- ·:·.-:'/ fang1blc (cg. j:urn1IJire, ~u1pnte~ 1 1, etc ) or 1~_!:(lng1hle {eg, goodwill, <..lass1ficd or dc!i.1gnat~:,:1s forest landl <.:ho.peer K4 33 RCW . .. nf &gul~.i;!lent n~ lo tmp,itc. e[C ) :. ~ .,.,_... .... , .:' 0 ~,~~'~':?:S!"::!~~:;,?'~w : cef i 1;;;::;:·:·~·c1 .. L,,,·;::;:·;t~·:m,l,~~:"i""'"" l)f'ganu,tt1on"Chaplet84,.:l6"it.cw .-I wr,ApCl,nNao,,.;.·;eii_· _f;ub{ , .. ,.... / ,· . ------ Seller's Li.cn'l~.:Rcg ~ _ \ ~ __._ ~ _ . / R«e1\ mf ~reccii .. a!u~·,oo ~_: hi~oric D 5:'] • -------~. _] ______ / ___ --- property thaP!cr 84 }6 R(.~ '.-' Propert)'Typc ......Y._ ··lami~y .. :'° _/ Qlandw"hncWhU1ldmg 1-~---- Udi 12 ' r;r-f'J' T f tAA I Eaeerrle_nt:l f .. nr Stonn Water LJrnL__ Oland with pre\11ote.ly'UM:d ~\111<lm1,f ,.-u 1.dr~}1o1th mobile home ypc o umcn --------r;:;,:: Ot1m~'ronl~~-· .o' ./ Obuildf~onl~ I, Dateol Dotumcn! Fehn,ary: -@, r _.·-2006, _______ . _ Pn11t1pal Use. ·u Apl ( .$+ unit) ~1dc..f(la1 I ··:. _., o llmbt.r 0:..igncullur.il .. p t.~mm~iJ.t/industnal I C.ro,;'!, '-)ellu~g Pnce s rho 00 OQll¥.t '. ------,....::...c....T -1 Peri,on,11 Pr\1ptrl} {deduct} $ ---------_ a .-,) NO I Ki: (JI {'()~ l~UAN(T (~Lw. g4 3J {)~ -R~W 84 i~ l.ixable ~i:11,ng Pm.e-s:.100-00__ ----··-- 111~ 11ev. ownl:l{'.) ol l.md dull 1\ 1.~1fii::d:W:-·,ac..'&!lll~d ,11, c~nl u."*: \ l X<.t<,e l,1x \!ale-SL2§_. ---------__ or fore<;( bmd 1.1-ll>h tocCJntJnuc the claij1fiuuoo or ~tgnauon ,>f: ... uch ·· i· · Loc<1I S.Q...5Q__ ___________ _ 1.111d, lhe 11e1.1-01,1,11~1,) mw.1 'ltgn belo~. If the ney/o.,..Tlet1!!:-f do ~.de~,re :1 to wlllmLJC ~urh d.1Ss1fica1Jon or dt."'11gn&'twn, <1.\)'Corrii,en!,.lirng tir ··:·,/ · .idd111orial t.iA calcul:Jled J?ll~uant w Rcw·s:t·J1 mi-and :f 40 or R< W S4 34 !OK i,hall be di.a:: .ind payabh: byth~ sc:llcror l~lirr:!.r ~l.1he tunt.:: of !>ale rhc t.OUnl) ..... ~.nor mtR,l dctt."IT11lf\e 11 the lalk,f tr.in~fCmi:!, 'luahfies m c.ontmuc el.w.1flcauoo or do1gna1ton .mdc:t:'us1 i,o rnd(~.ih.::.:' below \1gnat~ do not n~ly mean the land wirl 0~,;ma1nyi ._: t.l.tSi.dicatumor dt.>5.lgnallon 1111 no loniger,quahfie!o. lt wiff:t,c;-remu.vcd .u,d 1he l.ompen..aung LlXC!> wtll be .i(IJllied All new owner!> mu!>t ~·gn 1h11, l,md Qdoes D does not quahly for i;onttnu1111cc D,te OFPU1 V A!i.SE<io;;UR t21 NOnU:. OF COMPl IANCf (0iApter84 26 RCW) 11 lhe n-owner(,} ol property wuh special valualmn 1.1, h1s1anc property w11,h 10 contmuc thl!> ~pcu . .il vahwt1un lhc new owner{,;) mw;t ~•gn hc1aw II the new ownc~i.j dono1 dc:sueto c.ontmueMJt.h special ~dluat1on, .ill 11dd1uon.1I tax cakulatcd pursuant lu Chapeer 84 26 RCW. shall be dut: and JNY,1blc hy 1he ~cltCJ or traM!~ al the lime. ol ~le .... ... r,,. (J) OWNER(S) SIGNATURE Delinquent lnti:rl:'l.l S.tJ.lc '----------- I Ul.Jl ,. ____ _ s __ ------- :: _::-.. :~ . /j [ olal Due S J Q QQ _____ ---- _:A MIJQIMfJM Of ~1\ DUL A\ A PRO( t-\\lNh HI ANL> lAX : ,· .. . -AFFIDAVIT ------ tie l.O~tm11,d 1rn.tnut1on lord mdx1mu:iji tcmfol n~:mnr§ Kllh>and dollM'i n:s.ooo 001. orb) both ~pn~merit ,mi;!· ---··='2.,;--··--:· -....:.-----: / llllll USE ONLY c.iu1NTV T~~A"iiKt-k RLV !f~·~'"J-·t.. 'f!O N s,11..E :S .. H PAGEll1 OF Ht 0 m < :IJ om '-:;!~ m > 0 :z OS: -nm m "" il1~ -a, < "' ~-c, m ~ 0~ Cl Zz z Gl = • ~ ,·.,o ~.:;-.&, ® ----I ,:';::,::., I ~ Mtt - -- ;R CITY OF RENTON -.,..-...--Dool- BR00l((F1EL0 NORTH RENTON, WASHINGlON ~ ~ l