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Home My WebLink AboutLUA-05-061TECHNICAL INFORMATION REPORT OF RENTON VILLAGE Prepared for: RVA LAND LLC c/o M. Sandorffy Company 520 Pike Street, Suite 1400 Seattle, Washington 98101 March 25, 2005 Prepared by: W & H PACIFIC, INC. 3350 Monte Villa Parkway Bothell, Washington 98021 (425) 951-4800 DEVELOPMENT PLANNING CITY OF RENTON MAY 1 0 2005 RECEIVED TECHNICAL INFORMATION REPORT OF RENTON VILLAGE March 25, 2005 Prepared for: RVALAND LLC C/O M. Sandorffy Company 520 Pike Street, Suite 1400 Seattle, Washington 9810 1 TABLE OF CONTENTS Section 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 Project Overview 1.1 Purpose and Scope 1.2 Existing Conditions 1.3 Developed Conditions Preliminary Conditions Summary 2.1 Core Requirements Off-Site Analysis 3.1 Upstream Drainage Analysis 3.2 Downstream Drainage Analysis Retention / Detention Analysis and Design 4.1 Existing Site Hydrology 4.2 Developed Site Hydrology 4.3 Hydrologic Analysis 4.4 Retention/Detention System Conveyance Systems Analysis and Design 5.1 Roof Downspout System 5.2 Proposed On-Site Conveyance System Special Reports and Studies Basin and Community Planning Areas Other Permits Erosion / Sedimentation Control Design 10.0 Bond Quantities Worksheet, Retention/Detention Facility Summary Sheet and Sketch, and Declaration of Covenant 11.0 Maintenance and Operations Manual Appendix -SCS Western Washington Runoff Curve Numbers Isopluvial Maps (2-year, 10-year, l00-year) FEMA Floodplain Map King County Soils Survey W&H Pacific, Inc. I-lProjectslRVA Land LLC132272 Renton Village SewerlOjJicelWord)TIR Title-TOe 3-25-05.doc 1 TIR Renton Village -RVA Land LLC March 2005 FIGURES 1 T .I.R. Worksheet 2 Vicinity Map 3.1 Existing Conditions Map 3.2 Developed Conditions Map 4 King County Soil Survey Map 5 USGS Topographic Map 6 Downstream Map W&H Pacific, Inc. I:lProjectslRVA Land LLC132272 Renton Village SewerlOJficelWord)pR Title-TOe 3-2S-0S.doc 11 TABLE OF CONTENTS TIR Renton Village -RVA Land LLC March200S 1.0 PROJECT OVERVIEW 1.1 Purpose and Scope The following Technical Infonnation Report (TIR) and design are provided for the Renton Village development project. The existing site lies within a portion of Section 19, Township 23 North, Range 5 East, W.M., in the City of Renton, Washington (see Figure 2 -Vicinity Map). The property is approximately 4.5 acres in size. The site discharges to the east in a tightline system before outfalling to an existing ditch. Per the City of Renton, the site is located in a direct discharge basin and will be required to follow the 1992 King County Surface Water Design Manual (KCSWDM). 1.2 Existing Conditions The site currently consists of three lots: C2, C3, and C4. To the north of the site exists a retail building, a McDonald's restaurant, and a Thriftway store. South Grady Way bounds the site to the west and provides access to the site. Lake Street bounds the site to the south. To the east is existing asphalt parking and a Cinema. The site is undeveloped with mounds of soil and exposed dirt cover, with small amounts of landscaping and asphalt impervious areas. Soils on the site consist primarily of Urban Land (Ur) which is fill soil. See the Geotechnical Report found in the Appendix for more infonnation on site soils. See Figure 4 for the Soil Survey Map. The northwest portion of the site lies within the FEMA IOO-year floodplain. It is reported by the City of Renton that there is existing flooding on the Renton Village property due to the presence of the FEMA lOO-year floodplain and insufficient conveyance capacity in existing stonn systems on the Renton Village Shopping center area. The existing site consists of one main drainage basin (See Figure 3.1, Existing Conditions Map). The total site area is approximately 4.5 acres. Specific basin delineations are found in Section 4. 1.3 Developed Conditions The proposed development will include a total of four buildings with associated drive aisles, parking and landscape. Three of these buildings are proposed to be retail and one is proposed as a restaurant. The existing stonnwater bypass system which runs through the site will be replaced by a new layout which will flow around the western perimeter of the site. All drainage facilities and water quality treatment facilities were designed to a complete build-out condition, and were designed per the 1992 KCSWDM and the City of Renton Standards. The proposed development will consist of asphalt parking, drive aisles, W&H Pacific, Inc. I: IProjectslRVA Land LLC132272 Renton Village Sewer\Ojfice\ WordlTIR Body 3-25-05.doc 1 TIR Renton Village -RVA Land LLC March 2005 1.0 PROJECT OVERVIEW buildings, and landscaping throughout the entire site. (See Figure 3.2, Developed Conditions Map). Existing and developed condition basin delineations are found in Section 4. W &H Pacific, Inc. I:lProjectslRVA Land LLC132272 Renton Village SewerlOjJicelWordlTIR Body 3-25-05.doc 2 TlRRenton Vi/lage -RVALandLLC March 2005 King County Department of Development and_Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Address 520 /'Ik'~ S7:, -, S~£ l#t:JG; c ; Project Engineer ¥p;/e;J ~-rYSJ<A t, }.le. 18 /1// Company'4/~J-! /fi~Jr / C. AddresslPhone &..6) 15"1 ,-,/g 5'/ Subdivison Short Subdivision Grading ~merc3D Other ________ _ Location Township 23 AI Range 5£ .. _____ ..... -SeCtlon __ '.;..1.<..7 ___ --'- DFWHPA COE404 DOE Dam Safety FEMA Roodplain COE Wetlands Shoreline Management Rockery Structural Vaults Other .... ,. ""';". :,.., -' '. -:; .~ . ... . . .., -' ;pkit::5'~i~~~M~P~~~A.W~:ri~1~$E;BASfN&· Community -J, r' P...,-, /---. / Clrr .or ~,ON Drainage Basin ". ":-," ·:,pait'6;" SfIE:I3~RAGrEFnSTi6S:;·· '; ;., " River Stream __________ _ Critical Stream Reach Depressions/Swales Lake __________ ___ Steep Slopes ________ _ (£IOOdpl~"'"-------- Wetlands ________ _ Seeps/Springs' High Groundwater Table Groundwater Recharge Other _________ _ Siopes 0-5X Additional Sheets Attached REFERENCE Ch. 4 -Downstream Analysis Additional Sheets Attached !~*:~~~'~§G~Mja:EM~;~::·" ,:. . .' :.:,.. '. ;.:, .:(j"::::'~ :: .. : .. .. , MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Sedimentation Facilities CStabilized Construction Entran~ LPerimeter RLlnoff Contr00 Clearing and Graing Restrictions 6;ver Practices~ Construction Sequence Other Erosion Potential ;J(p'i)££~-rp.. Erosive Velc:oties ~?d1,JM.s LIMIT ATIONISITE CONSTRAINT , , ... £ . ;., ~, .... .! .... MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION ~bilize ExP~~ Remove and Restore Temporary ESC Facilities ~~~~~dR;~~;Ail-Siit~ . Ensure Operation of Permanent Facilities Flag Limits of SAO and open space preservation areas Other Grass lIDed Tank: Channel Vault Pipe System Energy Dissapator Open Channel Wetland Dry Pond Stream Wet Pond Facility Related Site Limitations Reference Facility Limitation ~~~:~~Giii~i;ANALYsis. ".': (§~t in Place VaUJD Retaining Wall Rockery> 4' High Structural on Steep Slope Other .' ....... ,... '. . . >'" . . . h .rilaaiiJn Depression Row Dispersal Waiver Regional Detention . - CompensationIMigafi on of Eliminated Site Storage ~.s ;P&f12;: EASEMOOSlFRAcTs:, ': J"" . . . ~ . Drainage Easement Access Easement Native Growth Protection Easement Tract Other , ·part!,1i3\"SlGNATURE:':(JF:PR@FESSI0NAL·'ENGtNEER , .~. ; ,A. "':' ... :;,: .:: . .' I or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. PROJECT SITE ~ -~- I SCALE: 1-=200' V/CIIJrry /l1AP FIGURE 2 2.0 PRELIMINARY CONDITIONS SUMMARY 2.1 Core Requirements ~ Core Requirement #1: Discharge at the Natural Location The developed site consists primarily of one drainage basin. This basin generally flows to the south. Stormwater will be picked up and routed in the same manner as in the existing condition. The discharge point will be same in the developed condition as in the existing condition. Both the site flow and the bypass line will meet at an off- site catch basin and enter the existing tightline conveyance system. Core Requirement #2: Off-Site Analysis The Levell Analysis was performed and the results presented in Section 3. ~ Core Requirement #3: Runoff Control The site is located in a direct discharge basin. Thus, formal flow control facilities are not provided. Water quality is provided by means of a wetvault. Upstream off-site runoff will bypass the site in a newly constructed bypass tightline system. Core Requirement #4: Conveyance System The new pipe system is designed with sufficient capacity to convey and contain the 25-year, 24-hour peak flow using approved methods in the 1992 KCSWDM. Core Requirement #5: Temporary Erosion and Sediment Control Erosion and sediment controls are implemented as detailed in the King County Erosion and Sediment Control (ESC) Standards. ~ Core Requirement #6: Maintenance and Operation On-site drainage facilities and the water quality treatment system will be privately maintained. ~ Core Requirement #7: Bonds and Liability Financial requirements will be met prior to permit issuance. W&H Pacific, Inc. I:lProjectslRVA Land LLCIJ2272 Renton Village SewerlOjficelWordlTIR Body 3-25-05.doc 3 TIR Renton Village -RVA Land UC March 2005 II: o >- (II ~ l ~ AepeJ -IIl"u~w-~a~r :3WVN 31/.:1 ONIM v~a 'ON 103rO~d ,09-.l NQlDHIHSVM X W Z 0 N N 0 U 0 0 -l lL. ~ ~ dVVV 31lS Q3d0131\3Q-3~d t'€ 3~m£)l.:I 0>0 HO/S~ Wu/rtJ !3J. '10 J.O'ld --------~8 ~O/Jdd'l :;'8 O3>03H:> 'A3/J;'8 31'>'0 :.1.103 J.SY7 :;'8 NM'IIJO :;'8 O3N1J/S30 ~ (\ ~ 1(.0 I I'" 101 -ttff-h~ 101 -! ~ . , ~! ~~ - - ~ l!J ''I I! DESIGNED BY: CHECKED BY: DRAWN BY: APPROVED BY: __ _ LAST EDIT: PLOT DATE: ~ ~ II DA1 BY 1REv. RE'-'SlON I CK'Oi RENTON SCALE: 1-.60' <) FIGURE 3,2 DEVELOPED SITE MAP ~ ~ ~ n !P § ~ ---'""" WASHINGTON PRO.£CT NO. DRAWING FILE NAME: J2272-mtnvlllo-dev I., IJS/JO Jloae. ftlla IWfnrv SoUleU, I'uIIfDItoa 1IBCW-1ItI'I8 C __ --C-_-..,nJlJr_ //G~i .••• 1 J::;/l/4 ~i/u}t/~y SOILS ;t{;(? --'-'. -~-~-.~-- '" ; , '" ,,..--_1_ ~ ... ~ 5255 I ~ ====== ;; &k'/f.£.. 5 ::1 .,';,/ ()SGS /'O,PoG~~PJlI~ /riA? I I I I 3.0 OFF -SITE ANALYSIS 3.1 Upstream Drainage Analysis The upstream basin to the Renton Village Site is not well defined. City of Renton maps were not able to clearly delineate tributary basins. It appears there is runoff from a portion of South Grady Way to the north, and possible runoff from existing asphalt parking to the west of the site. There also appears to be off-site flow from adjacent asphalt parking to the east as well. This upstream runoff is routed through a I2-inch bypass pipe which later becomes an I8-inch pipe through the middle of the Renton Village site and flows to the south and connects to an existing catch basin in the adjacent property. Figure 3.1 -Existing Conditions, Figure 6 -Downstream Map and Figure 5 - USGS Topographic Map. 3.2 Downstream Drainage Analysis A Level I downstream analysis was performed for this site. Existing ALTA survey maps were analyzed and a field inspection was performed to verify the downstream conveyance system. (See Figure 6). The downstream analysis began approximately 30 feet to the south of the site property line, where the I8-inch on-site bypass pipe connects to an existing manhole. In addition to the I8-inch bypass pipe inlet, two 8-inch pipe inlets, a IS-inch pipe inlet, and an 18-inch outlet pipe tie into the manhole. The stormwater continues to flow south in a IOO-foot long, I8-inch diameter pipe until reaching another manhole. The pipe then becomes a 24-inch for 15 feet and reaches another manhole before flowing 45 feet east in a 36-inch pipe. The pipe flows south for 220 feet before reaching an oil/water separator. From the oil/water separator, the 36-inch pipe continues south for an additional 60 feet before discharging into an existing ditch. The stormwater then flows 460 feet in a drainage ditch before entering a 48-inch concrete culvert which continues west to the 1-405 interchange. No major capacity or erosion problems were evident during the investigation. However, the City of Renton stormwater department has observed capacity problems' and flooding on the Renton Village site W&H PacifJ..c. Inc. I: IProjectslRVA Land LLC132272 Renton Village SewerlOjJicelWordlTIR Body 3-25-05.doc 4 TIR Renton Vi/laKe -RVA Land LLC March 2005 1 ) n ,'J II I d ,,~ BSP-026-9 I!.-.1. \ . I I p I AiR 'J \ L _·-t' -.--1--1~--+--t-~-:--:----tf'o{15" " \ / . . \ \.s 'T I A j". I I =4-.' •• ....q QtoL-Line . IApprolC._-.:....Loccdlo"L~ (5f[ NOTE 16)'" • WATER LINE EASEMENT REC. NO. 9005 i50963 -'--.. -..,.--.-.,"-.. -4--::-: 7" . CO~CRETE D =-_._-----.--' PL ,--91.9 R E N TON THEATRE 8 SCREENS LOT I l 113,294 SQ.FT.:t ) City of Renton Binding Stte PLAN' NO. BSP-026-90 E /~ S 7'. ' . NG NOS. 790921072: \ & 5686245 231.16 \" ~ -I •••• _. • G-: VI' (f) J> r 00' 'l> ;0 r- ~ 0'> : rti . r -. (f) Gl OVERHEAD POWER DRAIN . 1/1" ) " -.(l oS.., //~~ ~~~C~fSS¢!/ GL 'tA. --"'900 S,9 , ,g" S?S.q:t::" of~"fly,~ 7 "'V /I ~ • &?oe 4SIy'NG o'fW4 r ;...J G:l 1<10</. '> "'0111. Nr. ;,., r.~ _ (>r~ -0 ~ziYi I \ (/)00 .1"1 " I'tl l"loo;z:X Z(7)o::J: oi\)y>tii ..... (>1 -l"I_oo-i -0 _00_ : 000-0 -00 : -.I o loJ en ;0 =E ~lf'd ..... ~> /\ oS> \,n' -i en .p..~5~ (/) '$: ~~_' C:;; ~ o,=<1:CDZ ;. -I .• c;.0'" -. -{O'" I'\) .... 01> _tnt/) ~ <hOm • .... CD;,: CD ~~ {O -i r>~ Z v' o 0 ~ / o (/) .., ~ o .. :: ""'~ r 0 .' 0 • x ~ 0 ()J 0-0 -.J ~ ~ " ~~~\ / "'O-l..-:-~.--.-!:;UOoi50963 -z:oo-.. _.,e _. _ "-- ETE .'. D Q " -t='~R~~~=::3!:: .. ~. ~~ CONeR, . . c,<l,)q! . :r?~ '. '-.~! CONC~ II I . I II PL ~Q~ ,; G... =18.4~"S=. RAM~_""'L_'" 0 K: I Ir, C!1Nr.RETE RAM;:.~ ,(~I ? 92.9 .~LjT.;: j -r " ""I / j1~ / Is A, LeO N y. )- ::em. me:: c;;;::: ~e /\}~ ~ '" <~m -I~ Q;;; ·<,Cb :'02-~~:.J " ........ J~ I STAr£'·· .,". ,\. " :','>~~~,,., B W I"'" _ _ ___ /.O~0~~ -/ra'Q~ 0:.. o ') 0, -zr"Tlo ~ol>o. 1Tl' -I;:U~ Oltrlen %(O:l>O Oen ZITl -fl\)r_ f1'I""r-l~ O'Ig z5; en ~, 1Tl-c1'tl en 3: I en I'tl l>i11z ~-I e[T1 ~:u -I-ol> :uZ mO "T1 r [T1 ~ ,.;-~~c,~ --:/ ,. - -EXH Is iT -0:' .- Y>W / ~~fit-,~~8~O~,I~~~:~~B8o I / I } 'tv. a ; l ;f';j:!' -I I .,. y. (SEE NOTE to) _ 7} . ,'~ 30' WIDE ROADWAY. EASEMENT _ ~ _, ~~I _R~C._NO. 9005i6io48 (SEE !iDlE /OJ "'\--REdeaIJ,~ Kocord:n"-No. :00515~9~ --.-~~ -\f -.~~ ,';/ . I" . / " 7.ye_ o /. ...... :;u:E /" 5.0 -~. ( .- R E N'T 0 N \~~.-." .. ". C I N'E'" THEATRE " ./. '" tnrn :r: fl'l ):> I"rl (l:J tn0 -I ". .. -.--c:: O!: rn ..... G"\ _ ~Z:n :z: r-"'0 -; 0 'g:;' r --....... <.0-I\)~ OZ :"D C"I 0 rn 0-. (]1m -):> (]I(/) 8 S eRE ENS °rn ~$: '/ UJrTl z --i FLOOD ZONE X LOT I (. 113,294 SQ~FT_.:!: l (SEE GENERAL NOTE 9) L" City of Rainfo'o Binding S 1te 35.3 ,0 .f) PLAN ·NO. BSP-026-90. '" ~. ~!-Q8 ;;r, -<I' • <). CONCRETE ( 5E£ Harf. II) ~ . Power Easoment (App}/G POW£RJ:"-R6t'ordlno No. rox. Loc I" 8708100374 . '.' .• ' -LINES > ' .. ~ " 1> enl \) ( . ( :i " 1> r- "1l 1>' :xl " -, ,~ OVERHEAD f N 89-49' 09" W t 44.72 \~ .....-..«> ..... ---- , I " I I I 4.0 RETENTION / DETENTION ANALYSIS AND DESIGN 4.1 Existing Site Hydrology The site currently consists of three lots: C2, C3, and C4. To the north of the site exists a retail building, a McDonald's restaurant, and a Thriftway store. South Grady Way bounds the site to the west and provides access to the site. Lake Street bounds the site to the south. To the east is existing asphalt parking and a Cinema. The site is undeveloped with mounds of soil and exposed dirt cover, with small amounts of landscaping and asphalt impervious areas. Soils on the site consist primarily of Urban Land (Vr) which is fill soil. See the Geotechnical Report found in the Appendix for more information on site soils. See Figure 4 for the Soil Survey Map. A portion of the site to the northwest lies within the FEMA IOO-year floodplain. It is reported by the City of Renton that there is existing flooding on the Renton Village property due to the presence of the FEMA IOO-year floodplain and insufficient conveyance capacity in existing storm systems on the Renton Village Shopping center area. The existing site consists of one main drainage basin (See Figure 3.1, Existing Conditions Map). The total site area is approximately 4.5 acres. Specific basin delineations are found in Section 4. 4.2 Developed Site Hydrology The proposed development will include a total of four buildings with associated drive aisles, parking and landscape. Three of these buildings are proposed to be retail and one is proposed as a restaurant. The existing stormwater bypass system which runs through the site will be replaced by a new layout which will flow around the western perimeter of the site. All drainage facilities and water quality treatment facilities were designed to a complete build-out condition, and designed per the 1992 KCSWDM. The proposed development will consist of asphalt parking, drive aisles, buildings, and landscaping throughout the entire site. (See Figure 3.2, Developed Conditions Map). 4.3 Hydrologic Analysis The hydrologic analysis was performed using StormShed software. The assumed soil conditions for this site are assumed to be Hydrologic Soil Group Type "C" soils. The associated curve numbers are found in this section. The above analysis was used for water quality sizing. The standard Rational Method was used for conveyance sizing, since the drainage basin is less than 25 acres in size. W&H Paci/J,.c. Inc. I: IProjectslRVA Land LLC132272 Renton Village SewerlOjficelWorcflTIR Body 3-25-05.doc 5 TIR Renton Villa1J..e -RVA Land LLC March 2005 4.0 RETENTION / DETENTION ANALYSIS AND DESIGN 4.4 Retentionilletention System The site is located in a direct discharge basin. Therefore, formal detention is not proposed. However, the site lies within the FEMA 100-year floodplain. Since areas within this floodplain will be filled to meet building requirements, additional capacity will be provided for on-site compensatory storage. Since the proposed project contains more than 1 acre of new impervious surface subject to vehicular use, water quality is required. A concrete wetvault is proposed to meet this requirement due to site constraints preventing use of a wetpond. The wetvault was sized per the 1992 KCSWDM. Roof areas, or "clean water", compose 0.64 acres of the site and will be connected to the site bypass line and thus is not included in the water quality treatment basin. The water quality basin is as follows: Water Quality Basin: Landscape Impervious B-WQ (3.86 ac total) 0.45 ac CN=86 3.41 ac CN=98 The total precipitation used was 113 of the 2-year, 24-hour total precipitation. The StormShed input and output are included in this section. The resulting water flow and associated volume are as follows: Water Quality Flow => 0.34 cfs Water Quality Volume => 5,300 cf W&H Pacific. Inc. I:lProjectslRVA Land LLC132272 Renton Vii/age SewerIOfficeIWord111R Body 3-25-05.doc 6 I1R Renton Villaz..e -RVA Land LLC March 2005 1417;1/ fI£L4G£ I/¥Pl< 4/IL/ltvry C4Uut.lj?"'IMS , planners surveyors engineers landscape architects U"tI£Lt?.PAZ> ~/IS/,J ~PAlSIS7'S ~ ~ j?A/!.(!/$I-S: C21 (,J1 y Cf. ~2 ~:> ~ 3/k!,. e3 ""') /. 3 A<' ci ==") tJ. '1 A<' ~L-Jf.~4e. ;foor /I~A /J;/~ /Ja J3,Y)J/I'SS //ltJltJ-ry ..::;> 27,Ma SF .0,,(, t! ~¥/lt: ,4SSJ(d£ /pj. bJ,d'l)~4,IJ/Na, /A{;:>~Jl/Ptt$ SI-r.6 ~t(/,(I..d4 4/~ LlUtlhlry ~Mr,J(CAI""""::::) (1/.5j-.f LJ.'j-otf ::: 3.~/AC ft//if£,Il... 4J/'{/I~d fJASIN' : ,,8-#'42. 1.,.(#:1)$4/1 jJ £. 1#?P£,f. !//IlI.<S (). ;S~<!- 3./1/4(.. -ror.ll t-3. ~ A<! -r;; SlIet=r /0 / tfiJ .2:/. /},P~ 7 50 ~ @ £7. 5" /. oJ:: 8£ t.;J~ f8 2·}((. jJ~A.J(::::7 /. 5'1 ~r.s /p ... j{(. N =9 2. if3 <:r.s /00 -Y..e... ,~ ::::> 3. 35' c/s )l,(-¥,f/£J >' ~,y~ ~ ,<.t)" /t:J-'y'<' ;= 2.9 1/ /~/)~Ift.. -3. '1-' llti ~ ~~'~J "" o t./.:o ) ::: at-l" #tl. /4/i( ::::> tJ. 3'1<'r$, tV~ ~L ==="/ S2'?¥' C/-" Project Subject _________ ---, _____ _ Job No. Prepared by:)t:Z Date {h~ Checked by Date __ _ Sheet No. of Renton Village Water Quality StormShed Output SRS 3-22-05 B-WQ Event Summary: BasinlD Peak Q 8-WQ 8-WQ 8-WQ yr Event (cfs) 1.59 2.43 3.35 8-WQ 0.34 Drainage Area: B-WQ PeakT Peak Vol Area (hrs) (ac-ft) ac 8.00 0.5249 3.86 8.00 0.8095 3.86 8.00 1.1282 3.86 8.00 0.1215 3.86 Method Raintype fLoss S8UH/SCS TYPE1A 2 yr SBUH/SCS TYPE1A 10 yr SBUH/SCS TYPE1A 100 SBUH/SCS TYPE1A wq Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 Storm Our: 24.00 hrs Area Pervious 3.8600 ac Impervious 0.0000 ac Total 3.8600 ac Supporting Data: Pervious CN Data: impervious asphalt landscape Pervious TC Data: Flow type: Description: Sheet sheet Channel pipe CN 96.60 0.00 98.00 86.00 SCSAbs: Intv: TC 0.09 hrs 0.00 hrs 3.4100 ac 0.4500 ac Length: 90.00 ft 750.00 ft 0.20 10.00 min Slope: 2.00% 0.50% Coeff: 0.0110 42.0000 Travel Time 1.41 min 4.21 min 5.0 CONVEYANCE SYSTEMS ANALYSIS AND DESIGN 5.0 Conveyance Systems Analysis and Design The proposed development will re-route the existing bypass conveyance which currently runs through the middle of the site and discharges to the south. The new bypass conveyance line will be routed along the west and south perimeter of the site. 5.1 Roof Downspout System The building downspouts will also be directed to the above bypass line and will not be sent to the water quality conveyance system 5.2 Proposed On-site Conveyance System The project conveyance system is a conventional storm drainage collection system that will collect runoff from the entire site, including asphalt, roof areas, and landscaping via catch basins and pipes. Two separate conveyance system are proposed for the site. One tightline system will collect and convey the "clean" runoff as discussed in Section 4 and connect to the bypass conveyance system. The remainder of the site will be routed to the wetvault for water quality treatment. The new pipe system is designed with sufficient capacity to convey and contain the 25- year, 24-hour peak flow using approved methods in the 1992 KCSWDM. The Rational Method will used for the conveyance analysis. W&H Pacific, Inc. l'lProjectslRVA Land LLC\32272 Renton Village SewerlO.!ficelWordlTIR Body 3-25-05.doc 7 TIR Renton Villaz..e -RVA Land LLC March 2005 6.0 SPECIAL REPORTS AND STUDIES 6.0 Special Reports and Studies ~ GeoEngineers, Inc. Report o/Geotechnical Engineering Services. February 24, 1992 W&H Pacific. Inc. I:lProjectslRVA Land LLC132272 Renton Village SewerlOfficelWortf.TlR Body 3-25-05.doc 8 TlR Renton Vi/laKe -RVA Land LLC March 2005 • 1 I 11 "j , · ! · j • 1 · , · ; · 1 : . J .' REPORT GEOTECHNICAL ENGINEERING SERVICES PROPOSED VILLAGE PLACE NORTH OFFICE BUILDING AND PARKING GARAGE RENTON. WASHINGTON FOR RENTON VILLAGE ASSOCIATES ~ 1 , Engineers Renton Village Associates Evergreen Building Renton, Washington 98055 Attention: Hr. Loren Laskow February 24. 1992 Geotechnical, Gcoenvironmental and Geologic Services GeoEngineers, Inc. is pleased to submit four copies of our "Report of Geotechnical Engineering Services. Proposed Village Place North Office Building and Parking Garage, Renton, Washington." Th~ scope of our initial services is described in our revised proposal dated October 4, 1991. These services were authorized. by you on October 14, 1991. A supplemental phase of our services dealt with the use of driven grout piles for the project. Portions of the results of our study have been discussed with representat,ives of Lease Crutcher ~wis. KPFF and The Callison Partnership as our findings were developed. A letter report summarizing the results of a load test program for driven grout piles was submitted on January 29, 1992. We have enjoyed serving you on this interesting project. If you have any questions regarding the contents of this report and when we can be of further service, please contact us. RMM:HRP:JBT;cs cc: Lease Crutcher Lewis Attn: Mr. Bill Guedel KPFF Attn: Mr. Ron Klemencic Mr. John Tessem The Callison Partnership Attn: Mr. Brian Cloepfil File No. l183-002-R05 GeoEngincers, Inc. 841Q l)4th AvenueN,E. Redmond, WA 98052 Telephone (2(6) 861-6000 Fax (206) 861·6050 Pt;"!f<tl""~!!ldp!l:><t. Yours very truly, GeoEngineers. Inc. j~i3.$~ James B. Thompson. P.E. Principal 1 ,1 'j r 1 , t L i ~; Geo TABLE OF CONTENTS INTRODUCTION SCOPE SITE CONDITIONS SURFACE CONDITIONS SUBSURFACE CONDITIONS CONCLUSIONS AND RECOMMENDATIONS GENERAL SITE PREPARATION AND EARTHWORK Site Preparation Structural Fill Fill Settlement PILE FOUNDATIONS General Axial Capacity Pile Downdrag Settlement Later~l Resistance Installation FLOOR SLAB SUPPORT ENTRIES, SIDEYALKS AND UTILITIES PAVEMENTS SEISMIC DESIGN CRITERIA LIMITATIONS VICINITY MAP SITE PLAN L1.sto£ Figures LATERAL PILE CAPACITY DRIVEN GROUT PILES APPENDIX FIELD EXPLORATIONS AND lABORATORY TESTING FIELD EXPLORATIONS LABORATORY TESTING List o£ Appendix Figures SOIL CLASSIFICATION SYSTEM KEY TO BORING LOG SYMBOLS BORING LOGS CONSOLIDATION TEST RESULTS Prir.t4d 0II1~!ed $'l\lper. i Page No. 1 1 2 2 3 4 4 4 4 5 6 6 6 7 8 8 8 9 10 10 11 11 12 Figure No. 1 2 3 Page No. A-l A-l A-2 Figure No. A-1 A-2 A-3 thru A-lO A-ll and A-l2 r' , ; ~ I l r:'":\ LI r" : LJ 1 1 , I U 1 (.1 [" L I Geo REPORT GEOTECHNICAL ENGINEERING SERVICES PROPOSED VILLAGE PLACE NORTH OFrICE BUILDING AND PARKING GARAGE RENTON. 'WASHINGTON FOR RENTON VILLAGE ASSOCIATES INTRODUCTION This report presents the results of our geotechnical engineering services for the proposed Village Place North Office building and parking garage in Renton, Washington. The site location is shown on the Vicinity Map, Figure 1. We have previously completed geotechnical studies for the Renton 2 and Renton 3 office buildings which are situated to the east and southeast. In additi'on, we prepared a preliminary design report and drilled one boring for the proposed Renton 4 project. The results from our previous study for the Renton 4 project are presented in our report dated September 9, 1986. We submitted a letter report on January 29, 1992 which describes the results of a test pile program for driven grout piles proposed for use on this project. The proj ect includes a parking garage which will be a separate structure from the office building. The proposed locations of the office building and parking garage with respect to existing site features, our previous boring. and our current borings are shown in figure 2. The proposed office building will be ten stories in height with plan dimensions of about 140 feet by 280 feet. The garage will be situated about 80 feet west of the office building. The garage will have five levels with an east-west dimension of 200 feet and a north-south dimension of 360 feet. We understand that the lower floor slab for the office building will be established a few feet above existing grade. Column loads are expected to be up to 800 tons. SCOPE The purposes of our services are to evaluate the subsurface soil and ground water conditions at the site and to develop geotechnical recoDl!llenda- tions and design criteria for the proposed buildings. OUr specific scope of services includes the following tasks: .... . Flinl.J 0:' .~ej papar ,I : ! f1 11 1'1 i I 1 J L- r 1 ~ . ! ! , 1 L.J 1 ! ! ! t, Geo 1. Explore soil, rock, and groundwater conditions by drilling eight additional test borings at the office building and parking garage sites. 2. Accomplish laboratory tests to evaluate pertinent engineering characteristics of the soils and rock units encountered in the borings. 3. 4. 5. Provide recommendations for pile foundations and large·dismeter caissons (if appropriate) including capacity-penetration relationships, installation criteria, and special considerations for pile driving and caisson installation. Estimate the magnitude and rate of settlement for the recommended foundation .system(s). Provide recommendations for s1 te preparation and grading including stripping and removal of abandoned foundations. imported fill and compaction criteria. and utility connections to the pile-or caisson-supported structures. 6. Evaluate ground water conditions and provide recommendations 7. 8. 9. 10. regarding temporary and permanent drainage measures. Develop recommendations for support of lower building floor slabs. Provide seismic design criteria for evaluation using UBC (Uniform Building Code) design procedures. Develop recommendations for design of pavements. Prepare a written report containing our conclusions and recom- mendations along with the supporting field and laboratory data. SIn CONDITIONS SURFACE CONDITIONS The majority of the sltels a paved parking area for an eXisting retail store (Ernst) to the south, several existing retail stores to the east and a bank (Key Bank) near South Grady Ti/ay. The garage site is mostly unpaved in the west half and paved in the east half. A fill pad which is 3 to 6 feet higher than surrounding grades is present in the southwest portion of the garage site. The fill pad is approximately 180 feet long and 100 feet wide, The existing parking area is generally level, except along the margins of the fill pad, which are steeply sloping. The fill pad and a small vacant field north of the fill pad are both vegetated with grass and light brush. 2 P'inI,dO<l~ir.I~r. r· , f I I , " , , . i 1 t 1 < 1 l J 11 10.1 l."t 1 i ~4l" Geo.Engineers OVerhead transmission lines extend in a north-so\lth direction along the western edge of the site. The lines then jog to the southeast in the southern portion of the site. SUBSURFACE CONDITIONS Subsurface conditions at the site were explored by drilling eight borings near the corners 'and edges of the proposed structures. as shown on the Site Plan, Figure 2. A description of our field exploration and laboratory testing programs, including the boring logs, is presented in the Appendix. The borings encountered somewhat variable subsurface conditions. However, the general sequence of fill and alluvial soils over sandstone bedrock is cOU$istent with previous subsurface explorations which we have accomplished in the Renton Village complex. The site is mantled by varying thicknesses of fill. At some boring locations. the conta.et between the fill and the underlying alluvial deposits is difficult to determine. We interpret the upper 2-1/2 to 7 feet of soils at the boring locations to be fill. Greater depths of fill may be present in the area of the existing bank. The fill encountered in our borings consists of loose to medium dense fine or fine to medium s~d with varying amounts of silt, gravel and cobbles. The fill is \lnderlain by a complex sequ~nce of soft peat. soft to medium stiff silt and organic silt, and loose to dense sand overlying bedrock. of loose The upper portion of the bedrock is highly weathered and consists to medium dense fine to medium sand. Moderately competent sandstone was encountered at depths below the ground surface ranging from 40 feet in borings B-1 and B-7 to about 68 feet in boring B-8. Based on our experience in the immediate area, the thickness of weathered sandstone and the depth to moderately competent sandstone may be quite variable between the borings. The ground water levels observed during the exploration program are indicated on the individual boring logs. Standpipe piezometers were installed in borings 8-7 and B-S. Water levels were subsequently measured at 4.3 and 7.0 feet below the ground surface in borings B-7 and B-8, respectively. on December 30. 1991. Fluctuations in the ground water level should be expected due to variations in seasonal precipitation. 3. Pr",:'d 00 r~~~ papel. .r' , 1 I , , , ; J , t i ; , .. Geo CONCLUSIONS AND RECOMMENDATIONS GENERAL We recommend that the new structures be supported on piles which are driven into the moderately competent sandstone. The lower floor slabs of ~he new structures should also be pile-supported to eliminate the potential for long-term differential settlement between the slabs and the building frames . . SI'1'E PREPARATION AND EAltTmrORK Site Preparation: We recommend that all brush and sod be stripped from building and new pavement areas and wasted. Existing asphalt pavement can be left in place within the new building areas, provided that it will not interfere with installation of piles and utilities. Existing asphalt in new pavement areas can be left in place. provided it is broken into relatively small pieces (less than 1 foot maximum dimension) as necessary to promote drainage. The existing bank building fronting Grady Way will likely be demolished. Foundation elements and slabs for this abandoned building should be removed since they could interfere with new pile installation. Any existing piles used for support of the bank building should be cut off at least 2 feet below the bottom of new pile caps or planned slab subgrade elevations. Existing foundation elements and slabs in new pavement areas can generally be left in place; however. foundation walls or other elements which protrude to within 2 feet of finished grade in new pavement areas should be removed. Any ex.isting voids (Le .• manholes or vaults) or new i depressions created during site preparation should be cleaned of loose soil ) or debris and backfilled with structural fill. The surficial soils at the site are moisture·sensitive and will be difficult to work on or compact during wet weather. It will be preferable to schedule site preparation and earthwork during periods of extended dry weather when these soils will be less susceptible to disturbance and will provide better support for construction equipment. If construction activities extend through prolonged periods of vet weather, it may be desirable to leave the to provide a temporary working surface. unpaved, it might be necessary to protect exi~ting asphalt pavement intact In areas which are presently the subgrade from disturbance by providing a crushed rock or clean sand and gravel working surface. 4 /'<inl.' <lII rec,'C-~d popei. il !' r L f 1 f" i ~ j ~ 1 t , L j , " , '" GeO.Engineers After stripping, demolition and void filling are complete, we recommend that pavement subgrade areas be proofrolled with heavy, rubber-tired construction equipment if site preparation is done during prolonged dry weather. If this work is done during wet weather J the exposed sub grade areas should be probed and all but lightweight construction equipment kept off the subgrade. Any s~ft. loose or otherwise unsuitable areas detected should be recompactedt if practical, or removed and replaced with structural fill. We recommend that the probing and proofrolling of sub grade areas be observed by a representatiye of our firm to identify areas needing remedial work and to assess the adequacy of subgrade conditions. Structural Fill: All new fill in sidewalk and pavement areas should be placed as compacted structural fill. The fill should be placed in horizontal lifts not exceeding 10 inches in loose thickness and mechanically compacted to a firm, nonyleldingcondition. Fill placed in pavement areas or in utility trenches within 2 feet of the finished sub grade surface should be compacted to at least 95 percent of the maximum ~ density determined in accot'dance with ASTH D-1557. Fill placed in pavement areas and utility trenches at depths greater than 2 feet below the finished subgrade should be compacted to at least 90 percent (ASTHD-1557). Fill placed in the building areas need only be compacted to the degree required for support of construction equipment and to construct floor slabs. All structural fill material should be free of debris. organic contaminants and rock fragments larger than 6 inches. Particle sizes larger than 3 inches should be excluded from the top 1 foct of the fill. The suitability of material for use as structural fill will depend on the gradation and moisture content of the soil. As the amount of fines (material passing No. 200 sieve) increases, soil becomes increasingly more sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve. We recommend that structural fill contain no more than about 5 percent fines for placement in wet weather. The percent fines can be higher for placement in dry weather. providing that the fill material is moisture-conditioned as necessary for proper compaction. The existing fill pad in the southernport,.on of the new parking garage location should be considered as a source of structural fill only if it will be worked durillg periods of prolonged dry weather f since this fill has a 5 PrinltW GIl "",!"led P3ll<l'. " . 'j "I l ! J , 1 ~ i i , , I "'Ai f' '\ 1 i Ll \ .. ~ ... , I I i i" Goo relatively high percentage of fines and is high1y moisture sensitive. This fill shou1d be capped with a layer of tbe clean sand and gravel fill, where appropriate. We recommend that a representative from our firm observe the placement and compaction of structural fill. An adequate number of in-place density tests should be performed as the fill is being placed to determine if the required degree of compaction is being achieved. 'Fill Settlement: We understand that on the order of 2 to5 feet of fill will be placed in building and pavement areas to achieve tht" desired grades. This fill will be underlain by variable thicknesses of soft compressible soils which will settle under the weight of the fill. We estimate that 3 feet of fill will result in abo\lt 3 to 6 inches of settlement. Smaller or larger thicknesses of fill will cause proportionately lesser or greater magnitudes of settlement. 'We expect that a majority of this settlement (e.g., on the order of 50 to 60 percent) will occur within two months of fill placement. However, a significant amount of settlement (e.g., on the order of 40 t() 50 percent) is likely to occur over a period of several years due to the slow rate of consolidati()n in the peat layers. For this reason, we recommend that the lower floors for the new parking garage and the new office building be pile supported. The potential effects, of fill induced settlements on existing buried utilities should be considered in design. Potential effects of these settlements on the proposed new facilities are addressed in later sections of this report. PILE FOUNDATIONS General: We reCommend that the new structures be supported on piles extending through the upper compressible deposits and lower sand strata into the underlying bedrock. The depths at which the upper surface of the moderately competent bedrock were encountered in our recent and previous borings are indicated in Figure 2 and in the following table: 6 p,":.d "" iw,'tllld POpe!, 1"1 i i ; , '1 f 1 1 I • 1 -, ! l ' ~ i 1 i L ( 1 ; i L! Geo Boring No. B-1 B-2 B·3 B-4 :8-5 B-6 B-7 :&-8 B4-l Depth to Upper Surface of Bedrock (feet) 40 S4 48 51 56 53 40 68 53 We expect that these piles will penetrate 3 to 10 feet into the bedrock, based on the results of the test pit program and our borings. Piles for support of the lower floor slabs in the buildings should extend through the upper compressible deposits to either the medium dense to dense sand strata or into the bedrock. The thickness and density of the sand over the bedrock varies significantly across the site; however. we expect that the lengths of floor slab piles will generally be about 5 feet less than the lengths of adjacent piles which will support the building frames. We understand that piles for the building frames will be designed to carry downward loads of 120 tons per pile. Piles supporting the lower floor slabs will be designed for a downward load of about 50 tons. Several different pile types were originally considered for the project including augercast piles. drilled caissons. driven steel or precast, prestressed concrete piles. and driven grout piles. Driven grout piles have been selected for the project based on the results of the test pile program and the expected economy. Axial Capacity: Based on the results of the load test performed on the test pile installed near boring B-3 and our analysis. we conclude that l4-inch-diameter driven grout piles driven to refusal in the bedrock or lower sand strata will satisfactorily support the design loads of 120 and 50 tons for the building frames and slabs, respectively. Separate refusal criteria developed for the different design loads may result in different penetration lengths into the sand and bedrock. The design loads include a factor of safety of at least 2.0 for downward loading. These capacities may be increased by one-third for short-term live loads such as wind or seismic loads. 7 I'fimm! 0.1 retydoo:lilll"J. ] J 1"·' 1 \ I } t 1 , Geo The allo~able uplift capacity for the piles supporting the building frame (i.e., piles driven to refusal criteria appropriate for a l20-ton design downward load) may be taken as 45 tons for short-term live loads such as wind or seismic forces. This value includes a factor of safety of about 1.5. and is based on the results of the uplift test. The characteristics of pile materials and structural connections might impose limitations on pile capacities and should, be evaluated by your structural engineer . Appropriate reinforcing should be provided in the piles to accommodate bending and tension fOTces. For example, a full-lex;gth reinforcing bar should be installed in each pile subjected to uplift. Also, reinforcing cages should be provided in piles subjected to lateral loads. The above pile capacities apply to single piles. If piles within groups are spaced at least 3 pile diameters on center, no reduction for pile group action need be made. There is some risk from eccentric loading associated with supporting building frame pile caps on single piles. Therefore, we recommend that these caps be supported on pile groups consisting of two or more piles. Pile Downdrag: Pile downdrag forces develop when surrounding compressible soils settle relative to a pile. thus intaracting with and adding load to the pile. We anticipate that 2 to 5 feet of fill will be placed ove.r the building site. For this amount of fill. an allowance for downdrag of 15 tons should be made for the 14-inch driven grout piles. The downdrag forces should be added to the nominal design load for the pile to compute the total load acting on the pile. Settlement: We estimate" that the settlement of driven grout piles, designed and installed as recommended. will be on the order of 1/2 inch or less. Most of this settlement will occur rapidly as loads are applied. Postconstruction differe~tial settlements are expected to be negligible. Lateral Resistance: The allowable lateral load for the 14-inch- diameter driven grout pile can be determined with the aid of Figure 3 which shows the distribution of moment and (ieflection with depth for a unit lateral load (1 kip) applied at the pile head. This figure is based on an assumed center-to-center pile spacing of at least 3 pile diameters, pile head fixity against rotation, and pile stiffness parameters (modulus of 8 P1lril!d Ol\ tm:'jclad Pllll<lt. !'" N, } J to) II . -' r ' I • I , ! , 1 I l i L J ~ [ Goo elasticity and moment of inertia) provided by KPFF. Normally. the allowable lateral pile capacity is based on a maximum pile head deflection of approximately 1/2 inch. Resistance to lateral loads can also be developed by passive pressures on the face of pile caps and otber foundation elements. Passive pressures may be computed using an equivalent fluid density of 200 pcf (pounds per cubic foot) (triangular distribution) for the existing site soils. Alternatively, passive pressures may be computed using an equivalent fluid density of 300 pcf if all soil extending out from the face of the pile cap or other foundation element for a distance at least equal to two and one- half times the height of the element consists of structural fill compacted to at least 95 percent of the maximum dry density determined in accordance with ASTM 0-1557. The equivalent fluid density values presented above both include a factor of safety of about 1.5. Installation: The piles should be driVen to refusal in the bedrock in accordance with refusal -criteria appropriate f01: the design load of the pile (120 or 50 tons). Based on the results of the test pile program and our borings. we expect that refusal for the heavier loaded piles will occur with a penetration of3 to 10 feet into bedrock. It is important that the driven grout piles be installed with a hammer having,tm adequate energy rating. The Vulcan 010 compressed air hammer used during the test pile pr()gr~ is an example of a satisfactory hammer. A refusal criteria of at least 100 blows per foot for the last foot of driving and 15 blows per inch for the last inch of driving with this hammer is appropriate for piles having a design downward load of 120 tons. A terminal blow count of 50 blows per foot for the last -foot of driving and ~ blows per inch for the last inch of driving is appropriate for piles with a design downward load of 50 tons. We can provide refusal criteria for other hammers, as appropriate. The installation procedure used during production pile installation should be the same as that used during test pile installation. We recommend that the contractor achieve the following during production pile installation: • Grout wastage volume of approximatel! 1/8 to 1/4 cubic yards per pile • Withdrawal of the mandrel using a continuous and uniform rate 9 f.:inlid an re:ytlw:\a;mi, ,-. I ·l .1 ["1 , , ... I ~, J J ~.I : i \. J j Geo • Grout takes of at least 130 percent of the calculated hole volume. The elevation and characteristics of the bedrock vary considerably across the site. It is important that each pile penetrate into the desired bearing material. Therefore. we recommend that pile installations be monitored by a member of our staff to observe installation procedures. record pertinent data, and evaluate the adequacy of individual pile penetrations. FLOOR SLAB SUPPORT The lower floor slabs should be supported on piles because of the potential for significant long-term differential settlement both between a soil-supported slab and the pile-supported building frame, and across the building. Provisions should be made under the floor'slab to vent potential accumulations of methane gas and to protect the slab from dampness. For this, we recommend that a 6-inch-thick blanket of coarse sand or gravel be placed beneath the slab. In addition, a vapor barrier should be placed between the blanket and the floor slab. The sand or gravel blanket should be vented to the outside using perforated drain pipes spaced at 60-to SO-foot intervals. ENTRIES. SIDEWALKS AND UTILITIES Entries and sidewalks on the outside of the new structures will experience long-term settlement. The amount of this settlement will be directly related to the amount of fill placed and the time delay between filling and construction of the entries and sidewalks. As indicated above, 3 feet of new fill is expected to result in ultimate settlements of on the order of 3 to 6 inches. Lesser amount of fill will produce proportionally smaller settlements. Sidewalks should be free from the buildings so that one side does not "hang up" and cause the sidewalk to tilt. Entries designed as a ramp with one end supported on the building and the other on the ground should be considered to avoid the development of abrupt changes in grade. Buried utilities might also experience some settlement. Utility lines ,~. that tie to the structures should have flexible connections and be designed to accommodate differential settlement without damage. 10 Pti~ 0II~!ed P9Pil" ; ! i .' " Geo To minimize postconst:ruction settlements due to fill placement. filling should be accomplished at the onset of construction and the construction of on-grade facilities (e.g., entries. sidewalks, buried utilities and pavements) delayed as long as possible. PAVEMENTS Pavement subgrade areas should be prepared as recommended under SITE PREPARATION AND EARTHWORK. We recommend that the design pavement section in automobile parking areas consist of 2 inches of Class R asphalt concrete, 4 inches of crushed rock base course and an appropriate thickness of clean pit run sand and gravel. In truck and heavy traffic areas. .the design pavement section ~hould consist of 3 inches of Class R asphalt concrete. 6 inches of crushed rock base course, and an appropriate thickness of clean pit run sand and gravel. ATR (asphalt-treated base) can be substituted for the base course to provide a working surface and staging area during construction. Areas of AlR that experience severe cracking during construction should be repaired or replaced and the entire surface releveled prior to placing the asphalt surfacing. The thickness of pit run required beneath new pavement will depend on the time of year of construction, the presence of existing asphalt pavement. and the difference between finished and existing grades. lie Can provide more specific recommendations for pit run thickness once finished grades have been determined. SEISHIC DESIGN CRITERIA The project site is located with Zone 3 on the Seismic Zone Map of the United States. Figure No. 23-2 in the 1991edition of the URC (Uniform Ruilding Code). The site coefficient used in calculating seismic forces on buildings is based on soil profile type. This relationship is indicated in Table 23-J of the UBC. For the subsurface conditions at the site, the appropriate soil type is S. (soil profile containing more than 40 fe,et of soft clay characterized by a shear wave velOCity less than 400 feet per second) . 11 !'rinTed 00 ~Ied pape!, I I , 1 " 1 " :J ! I .I , : \ " ) 1 i ; Geo LIHITATIONS We have prepared this report for use by Renton Village Associates and their consultants in the design of a portion of this project. The data and report should be provided to prospective contractors for bidding or estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. If there are any changes in the loads, grades, locations • configurations or types of facilities to be constructed, the conclusions and recommendations pl£esented in this report might not be fully applicable. If such changes are made. we should be given the opportunity to review our conclusions and recommendations and to provide written modification or verification of these recommendations. When design is finalized, we recommend that we be given the opportunity to review those portions of the specifications and drawings which relate to geotechnical considerations to see that our recommendations have been interpreted and implemented as intended. There are possible variations in subsurface conditions between the locations of the explorations. Some contingency for unanticipated conditions should be included in the project budget and schedule. We recommend that our firm be retained to provide sufficient monitoring. testing and consultation during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for deslgnchanges should the conditions revealed during the work differ from those anticipated. and to evaluate whether or not earthwork and foundation installation activities comply with the contract plans and specifications. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. implied, should be understood. o o 12 "lin-oW On fJ!C)'Cled ~f. No other conditions, express or o :1 J I ~l ~J J <, I ~ J. ~'l" Geo.Engineers The conclusions and recommendations in this report should be applied ill their entirety. If there are any questions concerning this report and when we ca~ provide additional services, please contact us. RMM:liRP:JBT:cs PrblW Q!l ~ytlw ll'l1'af, Respectively submitted, GeoEngineers, Inc. <M )1/, fJlJd;;rK Robert M. McIntosh Staff Geotechnical Engineer 91J~ ~.j}~ Herbert R. Pschunder. P.E. Senior Engineer J~r3,~ JamesB. Thompson, P.E. Principal 13 .. 3HOE>l:l dVW AJ.INIOIA l.33:! Nl31VOS oore ! , o . ; ~, . VI CI'; . , ~L j , t; ~ ~ .. t ~ ~ ·W ... ~ ~ ~~ g ... ~-1J l'-• -~ }) t EXlSt1llG IIETM. I I I '0 -100200 ; ! SCALENFeET EXPlANPl1ON: 84-1..1:. , BOANG lOCAT1ON AN) NUMBER . ""r' FOR PREVIOUS S'I'lOf ' • fN GEOENGIIEERS.INO.' B-tJ..:. 80FING lOCAT1ON AN) NllMBER ~ FOR ctJiRENT STUOI' (68) DEP1H lOeetlf!OCK lFEEI') NOTE: WE lX>IOERSTANO l1iAT THE CAOss-tlATOiED PORnON OF 1l-E SOI.Ill-i END OF TI-£ NEW PAAI<ING G!<fIAGE HAS BEEN DElETED. ~--~ . ........ ~ ;: "',t ""~ • :> Ii 1;·1 ,.J .. ..; r--------------r------------~--~ SI'TEPlAN Reference: OrowJng entitled 'VIllage PIac& North. Renton. wash.: dated02J 10190 by 'rho cau!$Of\ Part~ship. GeOeEngineers FIGURE 2 f"j i ~ i f 1 r I I , J ;J ~ . "'-ti ~ '. & ;~ j ~ ~ 1 ~ i !~ , ) ~ ~ ~ « ~ '" ~ ~ . N f,j ~ t) r ~ ..... ~ ~ \, ~ Deflection Scale (In Inches) ---0.01 0 0.01 0.02 0.03 0.04 0.05 0.06 I I I I I -5 -4 -3 -2 -1 0 1 2 3+-Moment Scale (In Kip-Feet) o r I ......... It I I I I I "-Moment with Applied ~ Unit Load of 1 Kip--:-. ~ .'" 51 X ,/ i 8? e 10 S I~ .~ I ~ 15 .l I I 20 I 2 III Deflection with Applied Unit Load of 1 Kip NOTE: GRAPHS BASED ON: 1.) 14-1NCH DIAMETER DRIVEN GROUT PILE WITH RBNFORCING CAGE 2.) FIXITY AT PLE HEAD Geo 3.) UNIT tOAD OF 1 KIP APPUED LATERALLY IJ PILE·HEAD 4.} E x I FOR PILE = 2.35 x 1<1' PSI 5.) MINIMUM PILE SPACING OF 3 PILE DIArv1ETERS Engineers LATERAL PILE CAPACITY DRIVEN GROUT PILES FIGURE 3 j 1 rl 1 , ( . i LJ Geo APPENDIX FIELD EXPLORATIONS AND t.ABORATORY TESTING FIELD EXPLORATIONS Subsurface conditions at the project site were explored by drilling eight borings at the locations shown in Figure 2. Exploration locations were measured in the field by taping from existingslte features. Figure 2 also shows the location of a previous boring (1\4-1) which was drilled at the site in 1986 by our firm. The. borings were drille~: between October 22 and 30, 1991 to depths ranging from 44 to 72 feet below existing grade. These borings were advanced using a truck~mounte.d. continuous-flight, hollow-ste.m auger drill. Representative. sample.s were obtained of each soil and rOCK type encountered. These samples were obtained using a2.4-inch-diameter, split-barrel sampler. The sampler was driven into the soil or rock using a 300-pound hammer free- falling 30 inches. The number of blows required to drive the sampler the last 12 inches or other indicated distance is recorded on the boring logs. The borings were continuously monitored by a representative of our firm. Soils were classified in general accordance with the classification system described in Figure A-I. A key to the boring log symbols is presented in Figure A-2. The logs of the borings are presented in Figures A-3 through A-10. The exploration logs are based on our interpretation of the field and laboratory data and indicate the various types of soil and rock encountered. They also indicate the depths at which these materials or their characteristics change. although the change may actually be gradual. If the change occurred between samples, it was interpreted. Ground surface elevations at the boring locations were based on an assumed datum. The datum was assumed to be Elevation 100 'feet at a benchmark on a catch basin located approximately 170 feet north of the north wall of the existing Ernst retail store. Observations of ground water conditions were made as the explorations were accomplished. In addition, standpipe piezometers were installed in A -1 PliMtd C{I retyd,a pgil"l, "1 ~ t, , i . , J ; J Geo borings 5-7 and B-8 to monitor ground water levels foll()wing drilling. The ground water levels in these piezometers were measured on December 30, 1991 and are presented on the boring logs. LABORATORY TESTING All soil samples were brought to our laboratory for further examina- tion. Selected samples ware tested to determine their moisture content, dry density and compressibility characteristics. The results of the moisture content and dry density tests are presented on the boring logs. Cons()lldation tests were accomplished on two samples to determine parameters which were used to calculate the amo.unt and time rate of settlement at the building and garage locations due to the expected loading conditions. The results of the consolidation tests are presented in Figures A-ll and A-l2. A - 2 Ptioiod on r~,<:led par-jIl'. I 1 r'l , 1 M 0'1 ·1 n "0 I H· J:ll 'J) SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP GROUP NAME. SYMBOL GRAVEL CLEAN GRAVEL GW WELL-GRADED .GRAVEl., FINE TO COARSE COARSE GRAVEL GRAINED GP POORLY-OR.-.nED GRAVEL SOILS GRAVEL GM NORE THAN 60S SILTY GR.AVEL OF COARSE FRAC110N WITH FINES RETAINEO ON ,",0. <4 SIEVE GC CLAYEY GRAYEL MORE THAN SOS RETAINED ON SAND CLEAN SAND SW WELL-GRADED SAND, FINE TO NO. 200 SIEVE COARSE SAND SP POOl'll Y~GRADEO SAND MORE THAN 60S SAND SM SilTY SAND OF .COARS£ FRACTION WITH FINES PAsses NO." SIEVE SO CI.A YEY SAND SILT AND CLAY ML SILT FINE INORGANIC GRAINED CL CLAY SOilS UQUIO LIMIT LESS THAN 150 ORGANIC OL ORGANIC SILT. ORGANIC CLAY SILT AND CLAY MH SilT OF HIGH PLASTICITY, E1.ASTIC SILT MORE THAN ISOS INORGANIC PASSES NO. 200 CH CLAY OF HIGH PLASTICITY. FAT CLAY SIEVE LIQUID lIMIT ISO OR MORE ORGANIC OH ORGANIC CLAY, ORGANIC all.T HIGHl Y ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS: 1. Field classlfIcaUon 115 based on Dry -Absence of moisture. duaty. dry visual examination 0' 8011 In general to the touch accQrdance with ASTM 02488-84. MoIst -Damp. but no visible water 2. Soli classification ualng laboratory teats b~ based on ASTM 02487-85. Wet -VisIble free water or saturated, 3. Descriptions of soil density or usually soil is obtained from consistency are based on below water table Interpretation of blow count data, visual appearance of 801ls, and/or test data. ~"J' SOIL CLASSIFICATION SYSTEM Geo ~~Engineers FIGURE A-1 -'I 'I r-) 1 : I j ~ J , J I LABORATORY TESTS: SOIL GRAPH: AL AUerberglimits CP Compaction CS Consolidation OS Direct shear GS Grain -size %F Percent fines HA Hydrometer analysis SK Permeability v SM Moisture content MD Moisture and density SP Swelling pressure TX iriaxial comptt:~ssion UC Unconfined compression CA Chemical analysis BLOW-COUNT/SAMPLE DATA: 22. Blows required to drive a 2.4-inch 1.0. " split-barrel sampler 12 inches or other indicated distances using a 12 ~ 300-pound hammer falling 30 inches. Blows required to drive a 1.5-ioch 1.0. (SPT) split-barrel sampler 12 inches or other indicated distances using 140-pound hammer falling 30 InChes. 170 10 [) 26m 8M Soil Group Symbol (See Note 2) Distinct Contact Between Soil Strata Gradual or Approximate Location of Change Between Soil Strata :g Water Level Bottom of Boring Location of relatively undisturbed sample Location of disturbed sample Location of sampling attempt with no recovery Location of sample obtaii1ed in general accordance with Standard Penetration Test (ASTM 0-"1586) procedures Location of SPT sampling attempt with no recovery I11l Location of grab sample It pit indicates sampler pushed with weight of hammer or against weight of drill rig. NOTES: 1. The reader must refer to the discussion in the report text, the Key to Boring Log Symbols and the exploration logs for a proper understanding of subsurface conditions. ~ I 2. Soil classification system is summarized in Figure A-1. 10 ~ l ~ I i I KEY TO BORING LOG SYMBOLS ~"" Geoq.Engineers w <!l FIGURE A-2 ; r , !. ; 1 I , j N ~ -N ~ .</l ~ :E m 1"· , I \ : ! ,8 ;011 ~O) I-r Iii w u.. ~ :::: t: TEST DATA Moisture Dry ~ § C0nt4ntDensity oS! 0 o ,LAb TcSII ($) (peO mO MD 5- lMD 10- MD 15- - MD 11 11 Z7 21 129 29 118 9 96 .. 106 3 :J c.. Group ; SymbOl (Il Igggt ... ,. ..... ........... BORINu 8-1 DESCRIPllON SUrface Elevation (It.): 101.4 * SP -11iiC1ie.asplWt COI1CfC:te ~SM. : :1:·;1::1:1 Brown medium to coatJO sand with gravel. cobbles and a trace of ,ift (medium dense, moist) (fill) Brown lilty rmc to medium sand with occuionalgravel (mcdium dense, moist) (ftI!) • I:~;~:~: ." . ......... ::1::1::1: ... ':m: sp. -Gray rmc to medium sand with silt, occuional rme gravel and a .••. : : SM trace of organic IlWIa' (loose. moist) (rill) · ...... ,. ... "' .... --,. .~.~.~. .. # II .. .. .. . , » • " • ::1::1: 8M ~ ..... ..... ,. SP .,. ... ~. • 1::::::: . ..... . #." ••• .. #. # ..... ... ••• 01 01# # i ••••••• ::.:::: : ....... "'~ • 1!¥~l~H SM .,.,wl ... : Gray sUty fine to medium sand with organic matter (loose, moist) tmLy fine to medium sand with occuional fine gravel and lcnsu of sandy silt (loose, wet) Brownish gray silty rlOC to medium &and with oec:aaional rltlc gravel (loose, wet) ~ 20-'rn' MD 25- MD 30- MD 35- lMD 40- 90 48 3 16 117 22 30 94 6 17 115 21 ML-Gray and brown sandy lilt and brown organic silt with peat (so1\, • OL wet) · .,: SP -Gray fine to medium sand with lilt (medium dense, wcc) SM Pr1 I I ML Greenish gray ,nt with tiM sand (mQllium stiff, Wet) • • ML Gray and brown sandy aUt (vet)' stiff, wet) r:;; Note: Sec Figuce A-2 for explanation of symbols log of Boring Figure A-3a ,~,\" Geo~.Engineers o l ~5 ~10 1-15 I- ~20 ~25 ~30 ~35 L40 'j I , j : ~ 'N !!! t:; N In ~ SE ,10 iUl \ ... I .,- 40 · 45,.. · 50- · 55- \jj w u.. ~ :r: Ii: ~ 60- 65- - 70 - 75- 80- TEST DATA BORING B-1 (Continued) :: DESCRIPTION Moistut= Dry ~ Ii l' Group content Density -C fIl SymbOl Lab TcstII ($) (PC!) /:QU ::: 8M Grayish brown lilty fme sand (dense, moist) (wcathetc<l aandstollC) 40 ... ... · . ...... · . . .. · . SM 5 31 • . . · . ~. SP-Gray f"lne sand with silt (vet:'j dense, moist) (sandstone) :SM -45 ~ Boring compldcd at 46;0 fc.ct on 10129191 Ground water encountered at 12.0 fcc.t during drilling *Elevation datum: Top of catcll buhl loeatcd tlpproxinw.e1y 170 feet nOM of Emit Store -100.0 feet -50 -55 -60 -65 f-70 I- 1-75 . '-SO Note: SeeFigurcA-2 for e;xplanation of symbols '~'l" Log of Boring Geo ~~EngiI1eers Figure A-3 b ~ '~ : I ; 1 , , f« ~; I , J .... e -N (;j I/) ::i: u :E ,&I) 111) \" t. j r 1 I ~ ~ :~ ;= '- TEST DATA ... Moia;u~ ~ ~§ Lab Testa ~ ~ iii8 0 .; MD 5j MD 10 8M 15 I-w I~ -~ j SM ~ 20 MD 25- lMD 30- -. MD 35- "MD 40- 8 111 125 7 126 I SOJ4" 3.9 6 135 <4 49 71 5 48 72 3 10 133 30 19 106 14 BORING B-2 '" DESCR.IPl'lON .. Q. Group ~ SymbOl Surface Elcvation(ft.): 105.1* 8M Orange-brown silty me IiilnQ with gravel (medium dense. moISt) (fill) SP Grayish brown fmc to medium sand with gravel, cobblC$ and II. • U'8.CC of .ilt (medium dense, moist) (fill) r::::: '1 .......... .... .. SM Gray sUty fmc to medium &and with gtavel and cobbl" (dense, moist) (fill) ML Grayisb brown sandy silt with a trace of organic matter (medium stitt, moist) • 1 I I II .rm1~ Brown peat (soft.. wet) Gray silt intctbcdded with Jaycn of clarlc brown peat (soft, wet) • ML Gray sandy silt with organic matter (soft.. wet) • :::." ML-InteIbeddcd gray andy silt with organic matter and silty fille to .:. -:. SM medium IlIIJld (soMoose, wet) .. ~ ~ .......... "'. : :-: .:~ : :-: < •. ... -. " ...... .. · SP • Sw • SP /' ~ Gray fllle; to medium sand with gravel (medium dense, wet) . Gray fine to (:08CS¢ sand with gravel. cobbles and a trace of silt (medium dense, wet) . Gray rmc to medium BMd with ~ aand, gravel and II. trace of silt (very dense, wet) Nofc; See Figure A·2 for explanation or symbols Figure A-4a ~~'l" Geo q. Engineers Log of Boring 0 ~5 t10 ~15 1-20 f-25 f-30 f-35 1-40 :'~ 1 ! rl j, r'] , I :1 ." !'! .-... r. <J) ~ j~ I g N ,8 ,~ .1:) .... TES'l'DATA BORING 8-2 (Continued) ... 3 DESCRIPTION MoiatUre!>rY ~ g C. Group CoJW:m Density -8 ~ SymbOl o L4b Testa (%)!e:f) ~ C'I) 4 "' I 1' ...... , 40 .' ....... .............. ............. ~,. ... ,.~ .. .. · ..... 4 # I· .... ·· MD 8 128 160 .,. .... ~. I ... ", .•. ~. ...... II .. '" ............ 451 fmml l-45 GrAyish brown -=Uty tUle sand (den.c, Wd) 34 ~ • , __ -'.L ______ • __ .. _ ._~ ___ :P_H. ,..~_~ __ .-', tso .. ,. ... .......... 50'; 138 .. ....... _. .a¥nJ' ,.._~ ___ ,#1,-_ .. _______ MD 1 132 • -I SM 3 138 • I I-551 .:.:~' .~ ..... -.. . .... : SM w I~ ~ MD 11 125 15012-• :I: t ~ 50 65 70 75 80 Note! Sec Figure A-2 fot explanation of symbol. ~",. Geo lli~ Enoineers . '''~ b l55 Gray .Uty r~ to medium sand (very dense, wet) (SIUldlitone) Borl.llg completed at 59.0 feet 00 10123191 Gtound water CIICO'UDtercd at 28.0 feet during drilling 1-60 *Elevation datum: Top of calCh basin located apptoxUnatdy 170 feet north ofErnIlt Store"'" 100.0 feet 65 70 75 80 Log of Boring Figure A-4b '1 J ,. 1 ! , , I ~ 1 I N e N ~ l/) ~ :::E 'Ill len \"" , 1 ,'II) g .;. 8 ia ' ... '- 0 - - - 5- w 10- -. 15 - t; 1JJ -u... ~ ::r: t ~ 20- 25- . - " 30- - 35 - 40- TEST DATA BORING B-3 :l DESCRIPTION Moisture Dry ,~§ "6. Group Surface Elevation (ft.): 99.5 * Content Density -(j l SymbOl Lab Tc&u (~) {pcO ~ ,.. ~ .. ~ ~ SP Brown medium to CXlatSO sand with gravel, CXlbbles and a trace of 0 ,. •• " .4. • II .... ~ -...... " ailt (medium dCl1&C, moist) (rill) ........ ~r¥f. SM <nay ailty finc to medium,sand with occasional f'ltIC gravel and a MD 12 122 10 • trace of organic IDIIlt« (medium dc:nsc, moist) (ful) , ... .. . " : :; 1-5 ~:~ ML Gray silt with peat and organic matter (soft, moilit) 8M 42 6 • ~' 1-10 MD, 154 31 3 • PT Brown peat (soft, wet) CS ~ 1-15 I, : H MD 47 74 :2 • i;'i ; ~ :: 8M Gray silty fmc to medium sand (very loose, wet) :. :.::' .. ,. . 1-20 :·;':P ~ ML Gray lilt with organic tnaW:t' (&oft., wet) MD S6 66 2 • ~ 1-25 ~~ ML Gray silt with peat (wit, wet) l- MD 213 23 9 • PT Brown peat (&oft, wet) ~ 1-30 I, MD 111 39 4 • ,t I, ',,:,".r:"" : ML-Inu:rbcddcd gray sUt with occasional sand and organic matter and '.-. , ~ .. " .... . SP gray rme aaild (&oMoosc, wet) 1-35 ' .. " .. ,,' , . · , ..... ',' .. , , ..... ", ' " . MD 36 S4 S • · " "." .. : ~ " " 'w ",' , , ' ",I;..-..... 40 Note: See FiglttC A-Z for explanation of symbols ~~ Log of Boring Geo ~~ Engineers Figure A-5a f-, .1 ._, ! ; I ; 1 , < i , j N !l!. -... ... UI =e (J :E . III ;UI ~ .. : , I I ) ~ ~ .... i~ f:l TEST DATA Moistu~ Pt1 ... 40 ,Lab Test. ~)tent <;;tty jg - MD 20 106 28 45- 1MD 29 9S 19 50- ~ 0. (Koup 5 Symbol CIl • BORING B-3 (Continued) DESCRIPTION SP SW (Kay f1l1O to mCdiuillwd \mCdiiUn dCrisc. wet) Gray fmc to ()Oarse sand with f"UlO gravel (medium dease, wet) • 8M GraysUty fmc &aIld (medium dease. wet) (saruIstonc) Gre.cSc& to very deose ~ .; . . •••• P iMD Bodog completed at 51.5 feet 00 10128191 '~'~'1' SO/1-!ill iUi:U 21 107 Ground W81« encountered at 18.0 feet during drilling -Elevation datum: Top of cateh basin location approximaidy .170 40 I- .... 45 ... 50 55-feet Ilorth of Enut Storo -100.0 feet I-55 1-w I~ I- ~ :x:: I-0.. ~ 60-1-60 651 r65 70 '"1 1-70 75 '"1 1-75 80-1...80 Note: S~ Figure A-2 for explanation of symbola ~~"" Geo ~~ Engineers Log of Boring Figure A w 5b ~ . 1 '--1 j ! \ '" e ... ... c:. In ~ :i . !~ ,. , ~ 1 I t ; ,I/') ~ N ·8 tn ,C= ,-.- TEST DATA Mois(urc pry ~ ~ Conlent lkmity ~8 ~ -Oro t Sym~l (f.I BORING B-4 DESCRIPTION Surface Elevation (ft.): 100.9 * o Lab Tesu (%) (peO SP 2 inchca asphalt concrete 0 Brown medium to coarse G8Qd with gravel and cobbles (medium -aMD 5- - MD 10- MD 15..,. m - !il: Ii: MD w 020- - MD 25- lMD 30- -'MD 35- -aMD 40- 13 105 23 52 67 3 58 64 3 23 101 11 53 69 18 165 30 13 20 lOS I 34 34 89 8 SP -dense, mollt) (flU) •• 8M Gtily fl2lc to medium WId with silt. OCU1IiollAll gravel and cobbl" • I:: (medium dense, moist) (fill) .. "'" ..... -.. #"" .... •.•• -# , "' .. " .. p' • • ~. I;~ . I I:;; ! ••• , .. ... ,', • I::: .. , .... • n " .. : ... " I." .• ML Brownish gray sUt with peat and organic matter (soft. moiJit) SP -Gray rme to medium IiIIDd with silt (medium dease. we() 8M Gradel with Jcmea ofp«;at JR.:;; "1 8M "'" ...,. r.... sand (loose,wet) " c .... ....... • PT Brown peat (sOft. wet) ~ f! 1;;.:;;;;lsp Gray fmc to mccUllm sand (dense. wcc) ........ '·.11' •• ••• JI .,. •• ' ...... k '"" ~ .. "" .. ..... , .. f'~." # ;, ." .. ... ,. . I I:~:£HSM m·· .. ·· .. <fl ... .. " .... BroWll silty fmc G8Qd (loose. we() Note: See Figure A-l ror explanation of symbOls Figure A-6a '~"" Geo~iEngineers ~li~ log of Boring 1-5 1-10 1-15 1-20 1-25 1-30 1-35 L-40 t 1 ,'1 I J f"1 " ! , ; '" e! ... IN ~ (/I ::E u i (!! • I I -.' ~ ~ -- 40 · 45- · 50- 55- I;:; LIJ -II. ~ ~ :r Ii: ~ 60- 65- 70- · · 75- 80- TEST DATA BORING B-4 (Continued) .. :l DESCRIPTION MoiJQl~ ~ ~g 'E. Otoup CQntent Density iXla ! SymbOl Lab Tests ($) (pet) 40 . ., · . ~." . MD 2S 101 14 • ,,~ .... Otadca to medium dcasc , .. , ~ ... '* "" II : :.: ; :. ~ 1-45 ~ . 8M Gray aiJty fmc to coarse sand (medium dCl*, wet) l-· .. , •• "#f, ,,--.. , ~ fit ... f ~ SM 20 2S t9 ...... · .. 1-50 ," ~ , ~ .. f .f., SM Gray Bilty rUle sand (very dcme. moist) (sandstone) .... , f." ... MD 16 1111 50/6' • :::::' ''-'-Boring cOmp1eted a154.0 feet on 10/30191 Ground water encountered at 16.0 feet during drilling 1--55 -Elevation datum: Top of catch buin located approximately 170 feet north ofEnultStore :; 100.0 feet r-60 -65 1-70 1--75 '-SO Note: Scc, Figure A-2 for explanation of &ymbols ~~,\" Log of Boring Geo ~~Engineers Figure A-6b :"\ 'j !' i I j .. i,.: J J 1 ··l " I .• N !!! -~ g ~ if-, .. J It) ~ « ;.-.... TEST DATA BUHINt:i IS-:l .... B DESCRlPIlON Moisture!?rY ~ § Q. Gro~ Surface Elevation (tl): 100.9* COntent Density -8 ~ SymbOl 0 Lab Tests (%) (pe!) c:Q 0 !!! ~ ! SP _ 2 hldlcs asphalt C01Ietete '. : : AI Brown fmc to medium sand with silt, gravel and cobblCli (medium ... ; .~ dense. moiSt) (fill) MD 15 117 14 • · . f ~ SM Gray .nty fmew medium sand with occuional gravel (medium · . : : d_. moist) 5-· . . . f-5 · 1 ~ ML-Grayish brown silt with organic matter (lOft.moia to wet) .. I I I OL MD 50 70 3 • ,..r. ML Gray silt with oc:casional sand and • tta\:O oforpnic nWler (10ft. moist to wet) 10--10 MD 193 25 5 • PI' Parle brown peat (IOn. wet) -:":":' SP-Gray Md brown fme to medium sand with si1t and a trace of 15-... 8M Otganic ~ (looso,wet) -15 ... ti ... W LI.. ~ MD 38 ~ 5 • ::t: t: .... ~ 20--20 ... -;; ML Grayish brown IUt with occasional fme sand and a trace of peat ($Oft, wet) MD 19 52 2-• 25--25 10-" ..:. :. SM Gray ailtyfmc to medium laRd with a trace of organic matter ......... (loose, wet) -MD 37 33 9 • ~. " .... " 1'-", ...... -.. ~,. .. 30-· .. -SO ... .# ... ....... -MD ML Grayish brown IiUt with OCCQional fmc laRd AI'ld a trace of organic 76 54 7 • I1I8ttM (medium stiff'. wet) - 35-1-""-ML Gray aandy IUt (stiff', wet) f-35 -, .. MP 30 94 9 • - 40--40 Note: Sec Figure A-2 for cxpliulatiOIl ofsymools ~I\·· Log of Boring Geo~~Engineers Figure A-7a ! " J r'l r'j , t "'1 , ! ! I i N e. E N .~ u :E .0) 1° U 1 .~ c:: N 8 1M IC3 i.-, ... I-w W ,tL. :2 :I: t TEST DATA BORING 8-5 (Continued) DESCRIPTION Moiatutt Dey ~ i:! .[ Content Dci1sit 0 l:I J; ~ 40 .Lzlb Tests ~~) (pef) y iZi8 ~ SymbOl i , iii MO 22 106 45- i MO 21 101 50- ~MO 16 116 55- 30 24 22 • I::::::: . SP Gray fino to medium send (medium deDsc, wet) .... AI •.... ....... # .. •••• ,,# .. ,# ••• # .. ....... ............ .. " .... " ~ .. , ........ • I::::::: .... " ... .. ; ............ . 1 •••• , •• ':: ::::: .... "'."' .. "1'."" •• I,. ......... " ...... "' ... .. • li~:~:~ .. 'ISM ...... .. .. .. " . .. , .. " .~.~ .. ~. ......... : : : : .... If .. .. .. .. .. I:~~:ISM ~3;-: Brown .Uty fmc to medium sand with occuionel fUle gravel (medium dense. wet) Gray .Uty fmc sand (very dense. moist) (sandlo1onli;) sow ~ ,,~,~, ':.I' .;1 ..... ~ 60-::1::1: 65- - 70- 75 - 80- SM 14 SO/3· Ii3 'j'j' .oJ·:r rnt" , .... -. ' ... , .o, .. Note: Sec Figure A-l foroxplauation of &ymbol& . ;~'l'" Geo §iEnoineers ~",p-b Boring C()mpJc:tcd at 64.0 feet on 10124191 Ground watc:t encountered at 17.0 feet dUrlDg drilling ~evatioQ datum: Top of catch basin locat.od approx.imately 170 ()Ct north ofEmstStoro ... 100.00 ()Ct Log of Boring Figure A-7b 40 t 1-45 rso 1-55 1-60 1-6S 1-70 1-75 '-so TEST DATA BORING B-6 DESCRIP'IlON SutfaceElQllation (ft.): 99.5 '* 2 me CI asphalt concrete 0 Brown medium to coarse ADd with gravel al1d • trace of silt (medium dense. moist) (fUl) Gray sUty flllC to medium sand with occasional gravel (medium SM 17 20 • dense, moist) (fill) sj 1-5 ML Gray ,Ut with rUlC sand (10ft:, moist) ~MD 43 78 2. • 1°1 11111 t-1O '! I ;MI> 244 12 ·flN I 21 BtbWn peat (10ft, wet) f1 I Y.!t. 15 1-15 ,. Gray IUty fm4) sand with organic matter (very loose, wet) tu w t ~ f I~ : t MD 47 74 2 • :r: ML Grayish brown sandy silt (very 110ft, wet) Ii: ~ 20 1-20 I MD 72 57 2 • I,J PT Brown peat (10ft, wet) 2.5 Y.!t. 1-25 : 1 LL I • I SP Gray fmc to medium sand with a trace of lilt and occasional fmc gravel (medium~, wet) !! MD 27 % 13 • •••• -.... ~ </I 3°1 :; :::::1 1-30 ~ <J ~. III 'II) j." 1 PT Brown peat (10ft. wet) \'h1 MD 217 22 S • ! 1 J 3si 'I 1 r·· II) JMD ri )iit Gray saody ailt (stiff, wet) g 20 109 N c 0 L...40 .,:, .= --Note: Sec Figure A·2 Cor explanation of symbols lf~ . Log of Boring Geo~~ EngIneers Figure A-Sa !"'''l i ~'J ""1 , I r'l ! ! , ,'>i J ... i I 1 ~ II! -~ fI) .::E u \~ J I1!. 1 'III ;~ ;. ,~ ;1') ;= .= 40 - - 45- - 50- -- 55- t:i ~ w u. ~ -:x: li: :!:: 60- - · 65 - · · 70- · 75- · · - 80- ... TESTPATA BORING B-6 (Continued) fl DESCRlPTlON Moiswrc Pry ~ g -a Group ConltntDCiuily -8 ! SymbOl Lab Testa (") (pet) /:Q 40 - MD 29 95 14 I -45 .-: ~~: SM Gray .illy fUIC to. medium sand with oe<:a&ional fUIC gravel (medium · .. dense, wet) · ... · .. MD 18 114 11 I ••• 'A -50 · . , __ ' 'I' l' · .. MD 17 114 27 I k: SM Bl'Owoilh gray silty fme to medium sand with oeeuional gravel · ... (medium dense, wet) (sandstone) · .,. -55 ..... ,' · .. .* * • MD 13 127 13 • · .... :';':~ ~ . 3M Gray silty fUle sand (vet)' dense, moist) (sandstone) -60 MD 20 111 50/2-~ ~.:..:~ Boriog completed at 62.0 feet 00 10128191 Ground water encountered at 12.0 fed: during deming -Elevation datum: Top of calCh buin loc:a1A:d approximatcly 170 feet IlOrth of Ernst Store == 100.0 feet -65 -70 -75 -80 Note: Sec Figure A.2 for explanation of symbols -~",. log of Boring GeO~~Engineers Figure A-8b ......... ... ~ ... . ................. · . · i 1,1 i 1"1 r'l (-. :. "i · , I :J I i N !!! ... ~ N ~ :i ~ 1" t j ! 8 " .(') ICI ~ , TEST DATA BUHINu B-1 ... J DESCRIPTION Moi.srute ~ ~ ti ~ Gro~ Coiltent lleI\sity aid OJ SymbOl Surf~ Elevation (A.): 100.1* Lab Tests <'-'> (PC!) CI:I 0 o ~ SP .z inches asphalt con<:te(C. . •••••• : Brown medium Ul coanc sand with gravel and c:obblC1 (medium : : : : :: • dease, moillt) (fill) -.. IH .. SM • •.• Gray silty ftIIC Ul mcdiumsand with gravel (medium dense, wet) MD 14 111 14 •••• · .. · . , 5 -: : : f-5 · .. · .. · .. , ML Gray IlIIl1dy silt wilhorganic matter (soA. wet) MD 40 81 2 • • ':" SP -Gray fmc Ul medium sand witiuilt and orgaDie matter (loose, wet) 10-..•. 8M f-10 ..... ,.. ~ ,,. .. ...... .. , .. , ~, , • SM 234 3. r:.:.:.' PT Brown peat with wood fragments. (soft, wet) .l!!£ 15 -1-15 .' I- ffi r'" ML Gra,yi&b brown silt with fmQ aand and 8. trace of organic matter "-(soft. wet) 2: MD 59 63 2 • :t: • t: ~ 20-f-20 MD 42 783 • 25 -f-25 ' · · . • • • . 8M Gray silty ftIIC to medium SaDd with a. trace of organic ma.ttc:I" MD 21 106 to .: (medium dense,wet) · . 30 -: ~. f-30 _ ~ ML Brown silt with fmc sand (medium stiff, wet) MD 35 87 10 • 35 -:".;. f-35 I:; r' : SM BrOwn silty fmc to medium ~d with gravc;l (~. wet) - .... "" 8M 30 43 ~: : 40 -( • 1-40 Notc:Scc Figure A-2 for explanation of symbols G if'a . Log of Boring ·eo ~~Englneers ,. Figure A-9a !-1 lj I I I f'1 J .1 • 1 , ! .~ IN ~ E N en ~ ~ ; l'~ L .. .1 III ;2 l~ leg ~'!""'"' ,- TEST DATA HORINe 8-1 (Continued) .. DESCRIPTION Momure ~ ~~ u Co Group Content Density -8 ! SymbOl .Lab Testa (%) (pet) III 40 SM Gray Iilty fme $8J1d (very dense, moi$t) ($8J1datonc) 40 · ; . . . MD 17 115 SOW. -Boring completed at 44.0 feci: on lOl.2SJ91 45-piczomctcr iastallcd to 44.0 feet t-45 Gtoundwau:t levd meuured at4.4.fceton 12J30191 - -*Elevation datum: Top of ~b buin 10CIIfCd approximatdy 170 feet north oeEmIt Storo = 100.0 feet · - 50-1-50 I- 55-t-55 ti UJ · .... Z :J: t-o. ~ 60--60 - - 66-1-65 -- - 70-t-70 - - 75 -~75 - - 80-.... 80 N~: Sec Figure A-l for explanation of symbot. -~,\,. log of Boring Geo ~~Engineers Figure A-9 b .' 1.~"'IJrt..AI"JI. ... -. , .. --.... ""'" Moisture PtY ~ g ! DESCRIPTION o.aro Cement DCmity.s~ ~ SY~l Surface Elevation (ft.): 98.5* Lab Tests (% 1) ttl 0 ;: SP Gray fmc to ium aand with silt and gravel (loose. moist) ( ill 0 ... SM Gray silty fmc: to medium &and with occasional gravel (medium jMD L2 8M dCtl6C. moist) (fill) 14 122 • ~ 5-1 ML Gray roilt with lI. tra.cc of peat and wood fragments (soft, wet) "'5 .JMD 40 76 I 3 I - 10J IIIII ~10 " r '] 1MD 56 66 I 2 I OL Grayish brown organic silt with wood fragments and o<:eaSional i L- 15 sand (very soft, wet) 1-15 i 1 W UJ "-:"' I~ MD, 89 48 2 • ::t: CS Ii: ~ 20 1-20 ! i J~ 61 60 " • ML Brownisbgray silt with fme sand and peat (soft, wet) 25 '-25 I k .... lMD 68 5S I 3 • ;::; N (/I 30-l I I III 1-30 ~ (.) ~ <D I~ I 1 '" ; j MD 87 50 2 • f ! 35 I I I II 1-35 ! . t J In ~-<k"'f r ... "' ........ -_.iI< (V«! -. w<t) g j"M 2S P ~ E j ; j SM (Blow countprobably .reflects driving through heave) [40 ~ C"l 40 'Cl ; ..... .... Note: See FIg1IfC A-2 for explanation of e.ymboll ... 1tt",. Log of Boring Geo ~~Engineers Figure A-1 0 a r 1 1 " I ! i { l l. I . I t J 1 J~ . S!! ~ ~ II) ::E (J :e I%l ,If! 10 ~ N ~ :a -.- "~j.LI.MI.J..t'\. Moisture n... a: 'C "... .. _.a. ~:. ot) ...., ..... nt ...... Rltty -_Q 40 .Lab Tests (%) (pi:f)~v .. 3 MD ..JMD . ~MD 55 - Iii w u. ~ lMD :r:: t: w 060- 1 SM 65- ., MD 70- 2S 37 4 s 39 13 99 43 85 11 104 9 lOS 21 so 123 61 ] 0.. Gro~ ·~SymbOl co :::1:1 : 'j' ·····1· , ........ * • " "j'" ........ ~.... .. .. ... • ,y .,.,' .. " ... . DVnllllt.:J D-O (Continued) D'ESCRIPTION Grades to deMe sw Gray rUle to coarse sand (modilJm dc::nIC, wet) • SM Gray Iiilty nne to medium AtId with gravel (medium deaM, wet) .::1: .. f .o. f ..... ~ ..... ,::::::1 SP Gray COIU'IIC &aI1d with medium land a.tUl gravel (I00IC, wet) f ..... ·"' .. ... ... .. ,. .. ........... I ... ,.. ....... ... ...... ..... .. . , ...... . .......... ... It" ..... '~:;::: : It" ... ",.;. j •• It. _ .. It ~;:~:.!:1 SW Gray fine to c:oarao sand with gravel (medium dense, wet) •• fI .. . ...:~:~:~: ...... ... ... . ,. ....... ·::;;f ~I: :::1; '''1' I ,::; ; ... ... :;;" :::1: SP -Gray (UIC to medium WId with lilt (vet)' derue, wet) SM • I~~~~}I SM Gray sUty rIM Wid (vay dcQse, wet) (sandstone) ::/;:1: MD 22 104 SOil-~ I:;J:;J:· -Boring completed at 71.S feet on 10122191 Piewmet:cr lnstalled to 11.S feet Ground water level mea.curcd at 7.0 feet OD 12130191 -Elevation da.tum: Top of CAtch blum located Approxirna%ely 170 40 f-45 f-50 lS5 f- f-60 f-65 1-70 75 -feet north of Ernst Store == 100.0 feet 1-75 - 80-L...80 NoUl: S~ Figure A-2 for explanatioD of symbols Log of Boring Figure A-1 0 b "~'l.· Geo§~Enoineers ~,,~ b r ,1 1 1 , , , ! t i 1 "-.~ ;.~ ~ : 1 i~ •. J;: ~ ~ ... ~ . ;~ ., ~ ~ ,...., :r: u z -...... fJ) lU :r: u Z ~ z o ,..., I-<{ C ..... ...J o c.f) z o u PRESSURE (LBS/FT2 X 10 3) .1 .2 .3.4.s 1 2 L 345 10 20 30 40 50 I i t±:U \ I rill T .. I I \ I I .04~ 1 \ I I I I "K \ II I I I \ I I I I I \ I I T 1 .08~ I I I I I " I I I I I .' I 1\1' !I I I I I I I T ~ .12l I I " I I I I I .1 II I I I :\ I i I I I I I "T" • 161-I I I I I I I I I I I I \ I I I ,L I I " T ~ .20 I 1 I I I I I f I I I \ 24L I I I I ' 'I I 1 I I J I I I I T I I I 1 ~ T T ; 28 L I I I I I I I I I I I I I I f I I I I I I 32l _ I I J I I \ I I 1 I I I I I I 'I I 1 .361-I I I 1 I I I I IT' \., I L I I I 1 I T 1 .liO r I I I I \ I i' I I \ 1 .44f I i '-..,.: .1 1~\.: 1 j.... I I \. I '--, I \' .48~ I I I I 1 I I'-1 \ 1 ,T ; I IT .............. ' I \ I I 1 ':::::!.--I I I I • 52~ I I: 11r--~: "1 II I I I I -I I (" ,,'/10-·<'1- -E. • .os tI-,"'!"" KEY SAMPLE BORING DEPTH NUMBER (FT) SOIL CLASSIFICATION DRY MOISTURE I DENSITY CONTENT (LBS/FT3) B-3 13 BROWN PEAT 154% 31 ... ~\ .. Geo ~i Engineers ''''~ CONSOLIDATION TEST RESULTS FIGUREA-11 -, I " J I f"1 I i I I •. 1 , l; ~ .~ .~ L~ " ~ ~ " ~ ~ '~ ,.. J ~ , " r. ::r: u z -....... 1.1) UJ ::r: u Z -\."J z 0 ..... l-« 0 -...J 0 I/) z 0 u PRESSURE (lBS/FT2 x 103 ) .1 .2 .3 .4 .s 1 2 3 Lf 5 10 20 30 40 50 I I II , I I I I I I .025 ............... I J 'I I 1 ........ ~ I I I I I I I I .050 I 1\: if I I I I I I .075 I II I I I ~, I I I I I I I .100 I I ~I I I I I I J J I " 1 .1 .125 \1 I I I I I I i\ I I .150 J I 1\ I I I I I I 1 I .200 I I 1\ I I I J I J I I I I .225 I J N I I I I I I I I .250 ;\ ~ I I I I ~I J I I .275 ~ I I \ I ~: I J I 1 I I .300 i' I~ I ~ I I 1 I 1"-........ ~ . 325 I I 1--..A c -~~ ... rIJ· I I I I I 4'£. •• I , I I I I ..... $ .350 I I I I I I I I I I SAMPLE DRY 130R1NG DEPTH SOIL MO 1ST URE DENSITY KEY NUMBER eFT) CLASSIFICATION CONTENT (LBS/FT3) 8-8 18 GRAYISH BROWN ORGANIC 89% 48 SILT (OL) ~«t" •. CONSOLIDATION TEST RESULTS Geo ~~Engineers FIGURE A-12 7.0 BASIN AND COMMUNITY PLANNING AREAS 7.0 Basin and Community Planning Areas Not applicable W&H PacifJ.p. Inc. I: IProjectslRVA Land LLC132272 Renton Village SewerlOjficelWordlTIR Body 3-25-05.doc 9 TIR Renton VillaKe -RVA Land UC March 2005 • 8.0 OTHER PERMITS 8.0 Other Permits Not applicable W&H Pad/J.p. Inc. I:\ProjectsIRVA Land LLC132272 Renton Village SewerlOfficelWordlTIR Body 3-25-05.doc 10 TIR Renton Villaz..e -RVA Land LLC March 2005 - 9.0 EROSION / SEDIMENTATION CONTROL CONTROL DESIGN The Erosion and Sedimentation Control Plan (ESCP) for Renton Village has been developed utilizing the King County Storm Water Design Manual and City of Renton standards. Temporary erosion and sedimentation control requirements shall be maintained and are specifically addressed in the King County Core Requirement No.5 (SWDM). Erosion and sediment control notes per City of Renton standards are provided on the Erosion Control plans. ~ The majority of the site is currently covered by asphalt and exposed soil. The location of the limits of disturbance are shown on the Erosion Control Plans. ~ Perimeter protection on the site consists of silt fencing located just inside the limits of disturbance per City of Renton standards. ~ Traffic stabilization is being provided by the installation of a rock-lined construction entrance with a wheel wash located at the entrance from Lake Street. The construction entrance will be per City of Renton standards and maintained according to the SWDM 5.4.4.1. ~ Surface water control will be provided by the installation of portions of the permanent conveyance system. Silt fences will also be utilized as necessary to direct surface water to the catch basin/inlet sediment traps. ~ Catch basin/inlet sedimentation traps will be installed at the new catch basins for temporary erosion control. ~ Dust control will be applied as needed by a water spraying construction vehicle. ~ ESC measures will be maintained and inspected daily during non rainfall events and hourly during rainfall events. An ESC supervisor will be assigned to oversee the standards, as directed on the construction documents and in the KCSWDM 5.4.10. The City inspector will be given the ESC supervisor's name and 24-hour emergency contact phone number prior to start of construction. The name and 24-hour emergency phone number of the designated ESC supervisor will be posted at the primary construction entrance to the site. A written standard ESC maintenance report will be used to record all maintenance activities and inspections for the site. W&H Pacific. Inc. I:lProjectslRVA Land LLC132272 Renton Village SewerlOjJicelWordll1R Body 3-25-05.doc 11 TIR Renton Vi/laKe -RVA Land LLC March 2005 10.0 BOND QUANTITIES WORKSHEET, RETENTIONffiETENTION FACILITY SUMMARY SHEET AND SKETCH, AND DECLARATION OF COVENANT 10. Bond Quantities Worksheet 1. Not applicable at this time W&H PacifJ..c. Inc. 1:lProjectslRVA Land LLC132272 Renton Village SewerlOJlicelWord\l1R Body 3-25-05.doc 12 l1R Renton Vi/laKe -RVA Land LLC March 2005 11.0 MAINTENANCE AND OPERATIONS MANUAL 11.0 Maintenance and Operations Manual ~ King County, Washington Surface Water Design Manual, Appendix A- Maintenance Requirements for Privately Maintained Drainage Facilities. (selected pages) 1992 W&H Paci!J.c, Inc. I:\ProjectslRVA Land LLCIJ2272 Renton Village SewerlOfficelWordlTIR Body 3-25-05.doc 13 TIR Renton Villaz..e -RVA Land LLC March 2005 KIN G CO U NT Y, WAS HI N G TON, SUR FA C E W ATE R DES I G N MAN U A L NO.3 -CLOSED DETENTION SYSTEMS (PIPESjTANKS) Maintenance Component Storage hea Manhole Catch Basins Defect Plugged /lJr Vents Debris and Sediment Joints Between Tank/Pipe Section Tank/Pipe Bent Out of Shape Cover ,not in Place Locking Mechanism Not Working Cover Difficult to Remove Ladder Rungs Unsafe Conditions When Maintenance Is Needed One-half of the cross section of a vent is blocked at any point with debris and sediment. Accumulated sediment depth exceeds 10% of the diameter of the storage area for 1/2 length of storage vault or any point depth exceeds 15% of diameter. Example: 72-1nch storage tank would require cleaning when sediment reaches depth of 7 Inches for more than 1/2 length of tank. kly crack allowing material to be transported Into facility. kly part of tank/pipe Is bent out of shape more than 10% of its design shape. Cover Is missing or only partially in place. kly open manhole requires maintenll!lce. Mechanism cannot be opened by one maintenance person with proper tools. Bolts into frame have less than 1/2 inch of thread (may not apply to self-locking. lids). One maintenance person cannot remove lid after applying 80 pounds of lift. Intent is to keep cover from sealing off access to maintenance. King County Safety Office and/or maintenance person judges that ladder Is unsafe due to miSSing rungs, misalignment, rust, or cracks. See "Catch Basins" Standard No. 5 A-3 Results Expected When Maintenance Is Performed Vents free of debris and sediment. All sediment and debris removed from storage area. All joints between tank/pipe sections are sealed. Tank/pipe repaired or replaced to design. Manhole Is closed. Mechanism opens with proper tools. Cover can be removed and reinstalled by one maintenance person. Ladder meets design standards and allows maintenance persons safe access. See ·Catch Basins· Standard No. 5 1190 KIN G C 0 U NT Y, WAS HI N G TON, SUR F ACE W ATE R DES I G N MAN U A L NO.5 -CATCH BASINS Maintenance Component General . Defect Trash & Debris (Includes Sediment) Structural Damage to Frame and/or Top Slab Cracks In Basin Walls/Bottom Settlement/ Misalignment Fire Hazard Vegetation Pollution Conditions When Maintenance Is Needed Trash or debris of more than 1/2 cubic foot which is located immediately in front of the catch basin opening or is blocking capacity of basin by more than 10%. Trash or debris On the basin) that' exceeds 1/3 the depth from the bottom of basin to invert of the lowest pipe into or out of the basin. Trash or debris in any inlet or outlet pipe blocking more than 1/3 of its height. Dead animals or vegetation that could generate odors that would cause complaints or dangerous gases (e.g., methane). Deposits of garbage exceeding 1 cubic foot in volume. Corner of frame extends more than 3/4 inch past curb face into the street Of applicable). Top slab has holes larger than 2 square inches or cracks wider than 1/4 inch Ontent is to make sure al\ material is running into the basin). Frame not sitting flush on top slab, i.e., separation of more than 3/4 inch of the frame from the top slab. Cracks wider than 1/2 Inch and longer than 3 feet, any evidence of soil particles entering catch basin through cracks, or maintenance person judges that structure is unsound. Cracks wider than 1/2 inch and longer than 1 foot at the joint of any inlet/outlet pipe or any evidence of soil particles entering catch basin through cracks. Basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. Presence of chemicals such as natural gas, oil, and gaSOline. Vegetation growing across and blocking more than 10% of the basin opening. Vegetation growing in inlet/outlet pipe jOints that is more than six inches tall and less than six inches apart. Nonflammable chemicals of more than 1/2 cubic foot per three feet of basin length. A-5 Results Expected When Maintenance Is Performed No trash or debris located immediately in front of catch basin opening. No trash or debris in the catch basin. Inlet and outlet pipes free of trash or debris. No dead animals or vegetation present within the catch basin. No condition present which would attract or support the breeding of insects or rodents. Frame is even with curb. Top slab is free of holes and cracks. Frame is Sitting flush on top slab. Basin replaced or repaired to design standards. No cracks more than 1/4 inch wide at the joint of inlet/outlet pipe. Basin replaced or repaired to design standards. No flammable chemicals present. No vegetation blocking opening to basin. No vegetation or root growth present. No pollution present other than surface film. 1/90 KIN G C 0 U N T Y. WAS H I N G TON. SUR FA C E W ATE R DES I G N MAN U A L NO.5 -CATCH BASINS (Continued) Maintenance Condition. When Maintenance R .. ulta Expected Component Defect I. NMded When MaIntenance I. Performed Catch Basin Cover Cover Not in Place Cover is missing or only partially in place. Catch basin cover is closed. Arly open catch basin requires maintenance. Locking Mechanism cannot be opened by one Mechanism opens with proper tools. Mechanism Not maintenance person with proper tools. Working Bolts into frame have less than 1/2 inch of thread. Cover Difficult to One maintenance person cannot remove Cover can be removed by one Remove lid after applying 80 Ibs. of lift; intent is maintenance person. keep cover from sealing off access to maintenance. Ladder Ladder Rungs Ladder is unsafe due to missing rungs, Ladder meets design standards and Unsafe misalignment, rust, cracks, or sharp allows maintenance person safe access. edges. Metal ~rates Grate with opening wider than 7/8 inch. Grate openings meet deSign standards; Qf applicable) Trash and Debris Trash and debris that is blocking more Grate free of trash and debris. than 2O'lr. of grate surface. Damaged or Grate missing or broken member(s) of Grate is in place and meets design Missing the grate. standards. c~~ A-6 1/90 KIN G C 0 UN T Y, WAS HI N G TON, SUR FA C E W ATE R DES I G N MAN U A L NO. 10 -CONVEYANCE SYSTEMS (Pipes & Ditches) Maintenance Component Pipes Open Ditches Catch Basins Debris Barriers (e.g., Tra_sh Rack) Defect Sediment & Debris Vegetation Damaged Trash & Debris Sediment Vegetation erosion Damage to Slopes Rock Uning Out of Place or Missing (If Applicable) Conditions When Maintenance Is Needed Accumulated sediment that exceeds 20% of the diameter of the pipe. Vegetation that reduces free movement of water through pipes. Protective coating is damaged; rust is causing more than 50% deterioration to any part of pipe. Results Expected When Maintenance Is Performed Pipe cleaned of all sediment and debris. All vegetation removed so water flows freely through pipes. Pipe repaired or replaced. Atiy dent that decreases the cross section Pipe repaired or replaced. area of pipe by more than 20%. Trash and debris exceeds 1 cubic foot per 1,000 square feet of ditch and slopes. Accumulated sediment that exceeds 20% of the design depth. Vegetation that reduces free movement of water through ditches. See ·Ponds· Standard No. 1 Maintenance person can see native soil beneath the rock lining. See ·Catch Basins· Standard No.5 See ·Debris Barriers· Standard No. 6 A-ll Trash and debris cleared from ditches. Ditch cleaned/flushed of aU sediment and debris so that it matches design. Water flows freely through ditches. See ·Ponds· Standard No. 1 Replace rocks to design standard. See ·Catch Basins· Standard No. 5 See "Debris Barriers· Standard No. 6 1,,90 W&H Pacijj..c. Inc. I: IProjectslRVA Land LLC132272 Renton Village SewerlOjficelWord\TIR Body 3-25-05.doc Appendix APPENDIX TIRRenton Villaz..e -RVA LandLLC March 2005 KIN G CO UN T Y, WAS H I N G TON, SUR FA C E W ATE R DES I G N MAN U A L TABLE 3.S.2B SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS @ SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type 1 A rainfall distribution, 24-hour storm duration. CURVE NUMBERS BY HYDROLOGIC SOIL GROUP LAND USE DESCRIPTION A B C D Cultivated land (1 ) : winter condition 86 91 94 95 Mountain open areas: low growing brush and grassland~ 74 82 89 92 - Meadow or pasture: 65 78 85 89 Wood or forest land: undisturbed or older second growth 42 64 76 81 Wood or forest land: young second growth or brush 55 72 81 86 Orchard: with cover crop 81 88 92 94 . Open spaces, lawns, parks, golf courses, cemeteries, landscaping. good condition: grass cover on 75% ® or more of the area 68 80 90 fair condition: grass cover on 50% to 75% of the area 77 85 90 92 Gravel roads and parking lots 76 85 89 91 Dirt roads and parking lots 72 82 87 89 'Impervious surfaces, pavement, roofs, etc. 98 98 ~ 98 Open water bodies: lakes, wetlands, ponds, etc. 100 100 100 100 Single Family Residential (2) Dwelling Unit/Gross Acre % Impervious (3) 1.0 DU/GA 15 Separate curve number 1.5 DU/GA 20 shall be selected 2.0 DU/GA 25 for pervious and 2.5 DU/GA 30 impervious portion 3.0 DU/GA 34 of the site or basin 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DUJGA 50 6.0 DU/GA 52 6.5 DU/GA 54 7.0 DU/GA 56 Planned unit developments, % impervious condominiums, apartments, must be computed commercial business and industrial areas. (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9, August 1972. (2) Assumes roof and driveway runoff is directed into street/storm system. (3) The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers. 3.5.2-3 11/92 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.S.1C 2-YEAR 24-HOUR ISOPLUVIALS ,.. \""i:Mf \-.-.-.-\'-F.~ .\ \\ t~ l~ ,,,___ ~ 7.i 1, 1~ " ~ i \ .\ -j 'j / i \ c;. <{t ., •• / ./ \ .... ~ J __ .... j tV-t _----tv -~1 -~":.v \1 ~:: i -TIi--~ -_. r+.o: ~ 2-VEAR 24-HOUR PRECIPITATION __ 3.4 ---ISOPLUVIALS OF 2-YEAR 24-HOUR TOTAL PRECIPITATION IN INCHES o 1 2 3 4 5 6 7 8 Milas 1: 300,000 3.5.1-8 -= -:::: I KIN G C 0 U N T Y, WAS H I N G TON, SUR F ACE W ATE R DES I G N MAN U A L FIGURE 3.5.1E 10.;YEAR 24-HOUR ISOPLUVIALS 2.1 2.2 <3 2.4 2.S 2.6 2.7 <8 <9 3.0 10-YEAR 24-HOUR PRECIPITATION 1,3.4 ....... ISOPLUVIALS OF 1Q-YEAR 24-HOUR TOTAL PRECIPITATION IN INCHES o 1 2 3 4 5 6 7 8 Miles 1: 300,000 ";:: ,,:: ( .,~( KIN G C 0 U N T Y, WAS H I N G TON, SUR F ACE W ATE R DES I G N MAN U A L FIGURE 3.5.1H 100-YEAR 24-HOUR ISOPLUVIALS ~ ( tt;,q) ~ "Oo-YEAR 24-HOUR PRECIPITATION '3.4 -ISOPLUVIALS OF 100-YEAR 24-HOUR TOTAL PRECIPITATION IN INCHES o 1 2 3 4 5 6 7 8 Miles 1: 300,000 3.5.1-13 _I NATIONAL FlOOD INSURANCE PROGRAM 111111111111111111 FIRM ~Du'\] @OOWW FLOOD INSURANCE RATE MAP KING COUNTY, WASHINGTON AND INCORPORATED AREAS PANEL 977 OF 1725 (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: COMMUNITY NUMBER PANEL SUFFIX KING COUNTY. UNINCORPORATED AREAS 530071 0977 RENTON. CITY OF 530088 0977 MAP NUMBER 53033C09TI F MAP REVISED: MAY 16,1995 Federal Emergency Management Agency N6\J D ~{ ~t ~/ifO ~f ~ PrJ'9 &I 47°28'07" 122°13'07" CITY ......... ......... ...... VILLAGE ') .". " SOIL SURVEY King County Area . - Washington ":~.:. UNITED STATES DEPARTMENT OF AGRICULTURE Soi I Conservation Service in cooperation with WASH1NGTON AGRICULTURAL EXPERIMENT STATION Issued November 1973 ,~~~ 0;; . If drained, this soil is used for row crops. It is also used for pasture. Capability unit IIw-3; no woodland classification. ~ Urban land' (Ur) is soil that has been modified by disturbance of the natural layers with additions of fill material several feet thick to accommodate large industrial and housing installations. In the Green River Valley the fill ranges from about 3 to more than 12 feet in thickness, and from gravelly sandy loam to gravelly loam in texture. The erosion hazard is slight to moderate. No capability or woodland classification. Woodinvilie Series The Woodinville series is made up of nearly level and gently undulating, poorly drained soils that formed under grass and sedges, in alluvium, on. stream bottoms. Slopes are 0 to 2 percent. The annual precipitation ranges from 35 to 55 inches, and the mean annual air temperature is about 50° F. The frost-free season is about 190 days. Elevation ranges from about sea level to about 85 feet. In a representative profile, gray silt loam, silty clay loam, and layers of peaty muck extend to a depth of about 38 inches. This is underlain by greenish-gray silt loam that extends to a depth of 60 inches and more. Woodinville soils are used for row crops, pasture, and urban development. Woodinville silt loam (Wo) .--This soil is in elon- gated and blocky shaped areas that range from 5 to nearly 300 acres in size. It is nearly level and gently undulating. Slopes are less than 2 percent. Representative profile of Woodinville silt loam, in pasture, 1,700 feet south and 400 feet west of the north quarter corner of sec. 6, T. 25 N., R. 7 E. : Apl--D to 3 inches, gray (5Y 5/1) silt loam, grayish brown (lOYR 5/2) dry; common, fine, prominent, dark reddish-brown (5YR 3/4) and reddish-brown (5YR 5/4) mottles; moderate, medium, crumb structure; hard, friable, sticky, plastic; many fine roots; medium acid; clear, smooth boundary. 2 to 4 inches thick. Ap2--3 to 8 inches, gray (5Y 5/1) silty clay loam, light brownish gray (2.5Y 6/2) dry; many, fine, prominent, dark reddish-brown (5YR 3/3 and 3/4) mottles and common, fine, prominent mottles of strong brown (7.5YR 5/6) and red- dish yellow (7.5YR 6/6) dry; moderate, fine and very fine, angular blocky structure; hard, friable, sticky, plastic; common fine roots; medium acid; abrupt, wavy boundary. 4 to 6 inches thick. B2lg--8 to 38 inches, gray (5Y 5/1) silty clay loam, gray (5Y 6/1) dry; common, fine, prominent, brown (7.5YR 4/4) mottles and medium, promi- nent mottles of brownish yellow (lOYR 6/6) dry; 25 percent of matrix is lenses of very dark brown (lOYR 2/2) and dark yellowish-brown (lOYR 3/4) peaty muck, brown (7.5YR 4/2) dry; massive; hard, firm, sticky, plastic; few fine roots; medium acid; clear, smooth boundary. 30 to 40 inches thick. B22g--38 to 60 inches, greenish-gray (5BG 5/1) silt loam, gray (5Y 6/1) dry; few, fine, prominent mottles of brownish yellow (lOYR 6/6) dry; massive; hard, very friable, slightly sticky, slightly plastic; strongly acid. The A horizon ranges from dark grayish brown to gray and from silt loam to silty clay loam. The B horizon ranges from gray and grayish brown to olive gray and greenish gray and from silty clay loam to silt loam. In places there are thin lenses of very fine sandy loam and loamy fine sand. Peaty lenses are common in the B horizon. These lenses are thin, and their combined thickness, between depths.of 10 and 40 inches, does not exceed 10 inches. Soils included with this soil in mapping make up no more than 25 percent of the total acreage. Some areas are up to 15 percent Puget soils; some are up to 10 percent Snohomish soils; and some areas are up to 10 percent Oridia, Briscot, Puyallup, Newberg, and Nooksack soils. Permeability is moderately slow. There is a sea- sonal high water table at or near the surface. In drained areas, the effective rooting depth is 60 inches or more. In undrained areas, rooting depth is restricted. The available water capacity is high. Runoff is slow, and the hazard of erosion is Slight. Stream overflow is a severe hazard unless flood protection is provided (pl. III, top). This soil is used for row crops, pasture, and urban development. Capability unit IIw-2; woodland group 3w2. 33 I II/f~ell fUUER -SEARS ARCHITECTS ~OF~P mp.~f( -tAN II ~I 1/ If J t II /0 =. -D ~ 6.vT1t> tV" rf'lfil."1 ~~(l-?rioR$ DEVELOPU1ENf fOLANN!NC CI1Y OF RENTm~ MAY 1 0 20U5 RECEiVED -z,.-z,,' -0" I r. o. pAfCA-Pfii.:r lG?r-o ' I T.o. fZ-.Oe>P FULlER-SEARS ARCHITECTS I/, II / I " IB:.. -0 .5~rll>,v' -'-H~ t:.A>~ ~,tH'- : )f:VELOPME:NT PLANNING CITY OF RENTON MAY 1 0 2005 tllFf~~:~HP"D· rU:vLJ !It: , . ,. .... ~ ;:a .. c: ., <1\ '" ~ ~~~ ::; . ~~ • <:) .1\ a ~ .~ I:'\,¥ ,-II' ai ;;: ~ 0 ~ ~ ~ l ~ ~ ~ \' ~ 'fJs.~ ~ ~ ~ ~ '" I.) 11\ ...----r -.J , ':'l I I --.. r~ ~ Z--' r- 1 ~\ 1 I~L ~-~ It --t~ It 1 ~ ~ ~L , I I to - -~1 I p.o.l !L ~~ '-~ '-I I ~ ~ ~~ I -, I -"I:' - 1 l-• ] ~g p>-] IL 1"1 L --• '" ""I p..1 , .L. 1 • -I. --. .. ~ ~' 1 ~,-~~:~ ~ I -'.I. -,-~ I ~ /t.! , " !'-+ ,~~ , , Jay Decker, P.E. 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'""""-, , ..... "'-21' "'-21' .. ·_21· 'OAC. , OAC. 'OAC \~: CAN ... ... e·. C~ ~ f'l...ANT:H>' OC I"'I...ANT)#j' OC :c: ~~ ~.s S ~q a... o~ ~~ ~~ ~.., ~t3 (j~ U) ::lIJ.lQ o IJ.I :c: Ig~ <:(!) S 55 §s >- Q: <: a:: !?..:( ai·~ Q:~ ~ ~ ~ ." ~. ~~ SHEET L1,O -----/ • I ./ /\ ~ ·1~· I l. I , I .:~ , I I : · -_l~l ;l~ __ -, -- ~ ---I \ ') \ \ \ , '< I ! US"" NH£RNANO£l T,ms. 05 18 2005 17;49'45 ~ ---I I ,I '\ ;'1 "I d "I " , " DESIGNED BY ~_ CHECI(EO BY NFH \ ORAW/>/ BY ~ APPROVED BY~L LAST EDIT PLOT DATE 05/18/05 OA TE BY REV: REVISION \ \ \ \ SCALE RVA LAND LLC. RENTON VILLAGE EXPANSION COMPOSITE UTILITY PLAN PROJECT NO DRAWING FILE NAME 32272-rntnvi// -ex02 :~ ; ';,' I'· I " :i~,i 'tS 113350AlontsVJIIspsrlnr4Y Bothsll, Iruhin,ton 98021-8972 (42III)~1-4800 (42111)116'-_ ~ _ ..... """'" - 818 ~I i' ~I <t~ \ \ \ ,".;0:.'. zo.:· ... "':":;' .J ~: .~ ~I ~! ~! I _ ~;: ::~;:'7:'~:: .. " c1:j-t1:JLk} d /1 ".I/-/i" '-;j~ y~ f~E .AIL ~f //1:1/ ~#9,0 SF. • T I I ==1 Y , .. '-.. '1/ /'.(fi ; ,,," ,( """"""1' 't. ~~\"" \ I" ~I ""'M)" \ L-LI i :,,~, \~' ~, CO ~."'-i.' \ , 1 \ ... '. ,;\': .." ~" I ',,:~c.";:';~'". ,.}" '-: ,. \ ., .. ;.". . ,~\ ;il .. \ ""~:';' .. ;':.... , .. :;"~." :ii' " --,~""/,","\/ • v -if ,"\ / - ~, / i~ 1\ ' // " : \: Ii . /,,/:', ,", ;.. I, ,. .... ': I" I I :.~ ;,~ II " / " Ii, /' / , .. I. /, L-,;; " :~ -" " '.";'; '! . , ) """'" DOSJWG £ASEW£NJ'S TO 8£ RflOCArrD/ T(1MNATro ~ BlJIt.{)NGS ARC 10 8£ .ot.ACrtl. P£R S1FWART nnE GlJARAHTff COAd'ANY NO. SG-1572-106«. OA 1[0 F£8RVARY I, ~ [XCCPTJON NO. 17 -SHO .... M£REON -ALSO AFFtCTS ADJOININC 20010927(011)09 PRCJPUfT'f DecePTION NO. 24 -AFFrCTS ADJCJHIHG PROPeRTY. SOUTH AND 200109270(11008 EAST OF ReTAIl SHOPS lHIS OIllH£RSH/P EXCEPTION NO. 2S -WlJ1UAl RfiCASC OF Q.Al.wS -Nor 20010927001010 tOCA TA8l.£ OCEPOOH NO. 26 -SHO .... ~ON 20010124001641 I --Z-@)- I SCALf .JO I) 15 JO 60 ., wL;;;;J---I ! (FITT) I INCH .. JO ~ ~ .E~ ~~ iJ II Ii .~ ,,! ~ ~~ p.i; "~ ,! tli ali ~ ~ uQl: ~ j~ « ~~ cr :3:3 llJ ~s; t::: II:: ~ CI) e ~ " , §I :g ~ r ;~g ,,'5: 2 c ~E "I ~" 2" ." ~~ 0 2 ~ a .., Ii :... + ' < ~;;: ~ -''''' - ~18 i ~ ~IA ! r .Q ~ r o .Q ~ C) <J'> ~ DRIVE THRU RETAIL 5,000 SF 20 STALLS REO'O 0 4/ 39 PROVIDED dd J ~ ~ Lk:J LOT C1 -/n 'i -:7 /// I L LA K EST R CE T <..---------7/ ~/// ~-----~~ ---z-@)- I SCALE JO 0 15 JO 60 M ~ ! ( ~fIT) I INCH ... JO PABkbC ANP I ANPSCAfE ANN '($IS lor C2 TOTAL LOr AREA .. l00,2~ SF TOTAL BUll.DIt4G SQUARE FOOTAGE .. 16,850 SF PERCENT CE LOT COVERED BY BUIlDING ... 16.1"" EXISTING IMPER..,OUS AREA ... 52,820 SF EXISTING PER\100S AREA ... 47,4J15 SF PROPOSED IMPER\'lOOS AREA .. 84,878 SF PROPOSED PER\'1OUS AREA .. 15,J80 SF PARKING SPACE REOUREO .. 81 STAllS STANDARD (9'1<20') PARKIrtG SPAC( PROVIDED .. 133 STAUS ADA PARIONG STALLS PROWXO '"' 2 STALLS SQUARE fOOTAGE ~ PAAI<trrIC LOT L.AJI)SCAPING .. '5,380 Sf eW'NG ANn! "'NOse"" ANAl ¥SIS f!"It lOT Cl TOTAL LOT AREA .. 58,72!! SF TOTAL BUlLDlMG SOUAAE FOOTAGE .. 5,000 SF PERCENT Of LOT ~ BY BUILDING" 8 . .51" EXISTING ~S AREA ... 16,489 SF OJSTING PERWJUS AREA ... 42.2J6 SF PROPOSED IWf'ERWJUS AREA ... 47.340 SF PROPOSED PER'AOOS AREA .. 11,385 SF PARKING SPACE R£OUIA£D .. 2Q STAlLS STANDARO (9'Il2O') PARI(ING SPACE PRQ'ADED .. 39 STAlLS ADA PARKING STAlLS PRO'AOE[) ... 2 STALLS SQUARE FOOTAGE 01" PARKING LOT LANDSCAPING ... 11,385 SF pARKING ANO ! AHPSCApf A"'AI)'$IS FOR lOT ct TOTAL. LOT MEA ... ..0.626 SF TOTAL BUIlDING SQUARE FOOTAGE ... 5,200 SF PERCENT OF LOT COYERED BY BUIlDING ... 12.8OX EXISTING IMPERVIOUS AREA _ 24,011 SF EXISTING PERVIOUS AREA ... 16,615 SF" PROPOSED IMPEJMOUS AREA ... 35,276 SF PROPOSED PERVIOUS AREA ... 5,350 SF PARKING SPACE REQIJIRED ... 52 STALLS STAHOARO (9'1120') PARKING SPACE PROVIDED ... 59 STAlLS ADA PARKINC STAlLS PROVIDED _ 2 STAlLS SQUIJI( FOOTAGE OF PARKWG LOT LAHOSCAPING ... 5,3$0 SF (!)- :;:~~ ~o:::5 :;:~a.. (j ~ a.: ....J >< UJ ....JI.U Q (!) ~I.U~~ :5~ « ~~ UJ ~ r :::;;:,. a.. ~ 0:::;: «0 ~ ~(j(j ~ ~C/)I-o::QO ~-J « b -J '" ." ~~ ~~ :I:I~W • 0 ~ ~ * ~ ~ ~ ~ ~1:1~lm ~ ~ ~ , , " ~ :5 :'. EX-07 December 22, 2006 Craig Koeppler RVALandLLC 520 Pike Street #1500 Seattle, WA 98101 CIT., 'If?II~ ::>F RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator Subject: Renton Village Expansion, LUA05-061, SA-H, ECF PARKING MODIFICATION Dear Mr. Koeppler: It has come to our attention that an issue remains unresolved relating to the Renton Land LLC request for modification of parking requirements associated with the above-. referenced project. Parking modifications for the Wells Fargo Bank (Lot C3) and Applebee's Restaurant (Lot C4) were previously approved. With this letter, the City of Renton approves the requestedmodification of parking requirements for Lot C2. The number of parking spaces shown on the Site Plan approved on July 28, 2005 shall be the number allowed and shall be so indicated on the "as.,.built" drawings submitted to the City following ,all building and site construction on Lot C2. If you have questions regarding this decision, you may contact me at 425-430-7286. Sincerely, .. .. ~~-eockH~ Jennifer Henning, A1CP Planning Manager· Development Services Division -------10-5-5 -So-u-th-G-r-ad-Y-W-a-Y---R-e-nt-on-,-w-as-h-in-g-to-n-9-8-05-7-------~ '*' Thi<:; nSlnPr t"'.nnt~in!': fiO% f"P.r.Vr.1Arl m",teriaL 30% Dost consumer AHEAD OF THE CURVE ~ BUSH, ROED & HITCHINGS, INC. .,.-£ <'= Civil Engineers/Land Surveyors ~ii.___ 2009 Minor Avenue East LETTER OF TRANSMITTAL Date: February 17, 2006 Seattle, WA 98102 BRH Phone: (206) 323-4144 Fax: (206) 323-7135 Job No.: 2005271.00 To: Jennifer Henning City of Renton Planning Department Re: Renton Applebee's 1055 S. Grady Way (6th Floor) Renton, WA 98055 WE ARE SENDING YOU ATTACHED via 2-HOUR COURIER the following items: ~ Prints o Mylars o Vellums o Specifications o Contracts o Calculations o Legal documents o Other COPIES DATE NO. DESCRIPTION 3 2117/06 1 Revised Landscape Plan 1 2117/06 1 Minor Modification to Site Plan Letter THESE ARE TRANSMITTED as checked below: ~ For approval o For review and comment o For your information o For your use o For execution and return o For your file o As requested o For submittal o Other REMARKS AND INSTRUCTIONS: Jennifer, Attached is the revised Landscape Plan for the Renton Applebee's site and the letter for a Minor Modification for the site. If you have any questions, please feel free to give me a call. COPY TO: SIGNED: (J Sara Martin, E.I.T. BRH February 17, 2006 ~s. JenrriferlIenrring City of Renton Planrring Department 1055 S. Grady Way Renton, WA 98055 BUSH, ROED & HITCHINGS, INC. Civil Engineers and Land Surveyors Re: ~nor ~odification to Site Plan Renton Applebee's (Building Permit No. B050708) BRlI Job No. 2005271.00 Dear ~s. lIenning: The Renton Applebee's site plan has been revised since it was first approved for the Renton Village Expansion project (LUA05-06, SA-II, ECF). Below is a list of items that have been modified; • The building has been reoriented. The trash enclosure is now on the southwest comer of the building. The entrances to the building are now on the west side and at the north east comer of the building. • There is a "car vestibule" and "carside waiting" area inside the west side entrance, which has been provided for customers waiting for their take-out food. There is no drive-thru window service at this establishment. • The landscape plan has been modified, since our previous submittal, to show an increased number of trees around the perimeter of the restaurant, per your recommendation. The revised landscape plan has been attached for your approval. If you have any questions about the modified site plan or need additional information please feel free to give me a call. Sincerely, BUSII, ROED & lllTClIINGS, INC. S~t1uO Sara 1. ~artin, E.I. t. Design Engineer 2009 Minor Avenue East, Seattle, Washington 98102-3513 -Phone 206/323-4144; Fax 206/323-7135 1-800-935-0508 Internet: brhinc.com AFFIDAVIT OF SERVICE BY MAILING STATE OF WASHINGTON) ) ss. County of King ) Nancy Thompson being first duly sworn, upon oath, deposes and states: That on the 28th day of July 2005, affiant deposited via the United States Mail a sealed envelope(s) containing a decision or recommendation with postage prepaid, addressed to the parties of record in the below entitled application or petition. Signature: 10fh I. ( SUBSCRIBED AND SWORN to before me this.;?'o day of __ V-=--(.w_yl--__ , 2005. Notary Public in and for the State of Washington Residing at --&.J..-h e. 1/ , therein. Application, Petition or Case No.: Renton Village Expansion File No.: LUA 05-061, SA-H. ECF The Decision or Recommendation contains a complete list of the Parties 0.[ Record. HEARING EXAMINER'S REPORT · \ Minutes APPLICANT: OWNER: LOCATION: SUMMARY OF REQUEST: SUMMARY OF ACTION: OFFICE OF THE HEARING EXAMINER CITY OF RENTON Jay Decker, PE W&H Pacific 3350 Monte Villa Pkwy Bothell, W A 98021 RV A Center, LLC Attn: Craig Koeppler 520 Pike Street, Ste. 1400 Seattle, WA 98101 Renton Village Expansion 2005 File No.: LUA 05-061, SA-H, ECF 355,365, and 375 South Grady Way July 28,2005 Approval for the construction of four commercial buildings and associated surface parking and landscaping on LOIS C2, C3, and C4 of the Renton Village Shopping Center. Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on July 12,2005. PUBLIC HEARING: After reviewing the Development Services Report, examining available information on file with the application, field checking the property and surrounding area; the Examiner conducted a public hearing on the subject as follows: MINUTES Thefollowing minutes are a summary of the July 19, 2005 hearing. The legal record is recorded on CD. The hearing opened on Tuesday, July 19,2005, at 9:55 a.m. in the Council Chambers on the seventh +:oor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No.1: Yellow file containing the original Exhibit No.2: Neighborhood Map application, proof of posting, proof of publication and other documentation pertinent to this request. Exhibit No.3: Site Plan Exhibit No.4: Landscaping and Parking, Lot Renton Village Expansion 20v_ File No .. LUA-OS-061, SA-II, ECF July 28, 2005 Page 2 Exhibit No.5: Exhibit No.7: Exhibit No.9: Exhibit No. 11: Exhibit No. 13: Sections Exhibit No. 15: Preliminary Landscape Plan Discount Tire -Floor Plan Multi Tenant Retail-West Elevation Multi Tenant Retail-Floor Plan Wells Fargo Bank -Building Applebee's Neighborhood Grill & Bar -Floor Plan Exhibit No. 17: ERC Mitigation Measures Coverage Plan Exhibit No.6: Discount Tire -All Elevations Exhibit No.8: Multi Tenant Retail-North Elevation Exhibit No. 10: Multi Tenant Retail-South Elevation , Exhibit No. 12: Wells Fargo Bank -All Elevations Exhibit No. 14: Applebee's Neighborhood Grill & Bar -All Elevations Exhibit No. 16: Zoning Map G3-East Exhibit No. 18: Parking Analysis The hearing opened with a presentation of the staff report by Nancy Weil, Senior Planner, Development Services, City of Renton, 1055 S Grady Way, Renton, Washington 98055. The expansion site for the Renton Village is located to the west of the existing Renton Village and to the east of Lake Street. The site is currently undeveloped and consists of three parcels to the south of Grady Way. This site when first developed back in 1988 had three parcels that are now being proposed for development. Parcel C4 is proposed for use by Applebee's Neighborhood Grill and Bar, Parcel C3 for a Wells Fargo Bank both with frontage to Grady Way. Parcel C2, is the rear parcel and would house proposed retail and Discount Tire. Two easements are located on the site that cause some restraints to the location of the buildings, overhead power easement lines from Seattle Light and a no-build easement along McDonalds to the east of the proposed Applebee's which has some restrictions as far as landscaping. Parking, however, is permitted in that area. There are 231 parking spaces proposed for the site and landscaping for the interior as well as the perimeter of the site. Access to the site will be via Lake Street to the west and through the shopping center and out to Talbot Street. The Environmental Review Committee issued a Determination of Non-Significance, Mitigated for the project with four mitigation measures. No appeals were filed. The project is consistent with the Comprehensive Plan Land Use Map which is designated for Commercial Corridor (CC). The zoning on the site is Commercial Arterial (CA) as well as being located in the Automall Improvement District -Area B, all of which have been reviewed for compl iance with the requirements for both zoning and the Automall District. Each separate lot with the individual buildings would be below the allowed lot coverage. No rear or interior side yard setbacks are required. Applebee's and Wells Fargo Bank do exceed the requirement as to front yard setbacks. All landscaping is required to be fully irrigated unless drought tolerant plants are used. The retail site will require further landscaping. The parking ratio for all uses within the shopping center is a minimum of 4 spaces per 1,000 square feet of net floor area and a maximum of 5 spaces per 1,000 square feet of net floor area. After calculating the total square footage, the total range for parking spaces would be 108-135. The applicant proposes 96 spaces above that allowed by code for the overall site. The Renton Village Expansion 200) File No.: LUA-05-061, SA-H, ECF July 28.2005 Page 3 additional spaces have been agreed upon by staff for Applebee's and Wells Fargo Bank, however, there are still some concerns for the retail shops and Discount Tire and at this time is still under administrative consideration. The subject site is located within an existing shopping center containing similar retail uses and as S'JCil is not expected to adversely impact surrounding properties. Overall, the four buildings would be compatible with the existing shopping center in terms of site layout and building construction. The Examiner inquired if there was a sidewalk into the site from Grady, when approaching this shopping center from the east, it is necessary to walk in via driveways, there is no way to get into the shopping center without deal ing with cars. Ms. Weil stated that she believed that there would be a sidewalk around the perimeter of the site but not anything actually leading into the site, as there is parking along the street side. A Traffic Impact Analysis was required and submitted by Transportation Engineering North West. The ERC imposed a Transportation Mitigation Fee. A Fire Mitigation Fee was also required by the ERC. Craig Koeppler, 520 Pike Street, Suite 1400, Seattle, W A 98101 stated that he is representing the Renton Village Association. Originally Lot C2 was created for an Extended Stay Hotel, that proposal was in effect at the time the shot plat was recorded, that deal did not come to pass and so the site and marketing plans remained in limbo. They had been talking with Wells Fargo for this site and it wasn't until just recently that they became interested in this location. Applebee's came to them within the last eighteen months and they have been working together for Lot C4. These Lots were recorded without the benefit of knowing who the tenants would be, so relative to the parking issue there are constraints that surround the entire piece of property. To the northeast is McDonalds, the no-build area is actually a line that extends east-west, Wells Fargo drive l;p structure sits right against that easement area. Because of the no-build easement, that area has beccJme parking. The southeast side of the Discount Tire facility has a reciprocal parking agreement that provides for parking between the shopping center, all of the subject parcels (C2, C3 and C4), the Cinema, the Evergreen Building, the Holiday Inn and One Renton Place. This triangular portion of property is used daily by the Cinema. The Exam iner stated that because he does not make the ultimate decision on the parking agreements, he is not sure that he needs to hear this discussion. Neil Watts, Director Development Services Division stated that many years ago parking lot modifications were part ofthe site plan and now have created a difficult situation for the Hearing Examiner to make a good decision on the site plan. For many years they have tried to have the parking modifications decided before bringing the site plan before the Hearing Examiner. At this point they are in agreement with the applicant with the requested parking lot modification for the Bank and for the restaurant. They are still not convinced for the need of the parking lot modifications for the Discount Tire store and the retail space, following those discussions, additional information was received. It is his hope that they will be able to review the new material and get a decision to the Hearing Examiner as quickly as possible. The Examiner stated that numbers have been in place that should serve as a general guideline and occasionally the error is on the side of more asphalt. If the parking modification is again denied or at least modi fied to some ratio there will be some place where the landscaping can be placed so it is not scatter about the asphalt in this area. Renton Village Expansion 21 .-' File No.: LUA 05 061, SA H, ECF July 28, 2005 Page 4 Mr. Watts continued that they are very much in support ofthe general locations ofthe buildings, circulation patterns for those buildings and hoped that they could encourage the applicant to provide some additional building pads, but because of the various easement restrictions and circulation they are in agreement with the applicant that this probably as extensive a development that would fit this site. He is not, however, in agreement with the applicant that where there are easements that restrict buildings, there should be parking instead. There are other options that can be done with the property besides parking. What needs to be looked at is what prior arrangements have been made in this Center for overflow parking from the adjoining uses. Mr. Koeppler stated that they are actually diminishing the impervious surface area as a function of this site plan. The landscaping for this site is currently four times that which is required by code. Chad Gorman, 20225 North Scottsdale Road, Scottsdale, AZ 85255 stated that he is with Discount Tire Company, they are very excited about this project. The hours of operation are 8:00 am to 6:00 pm Monday through Friday and 8:00 am to 5:00 pm on Saturday and closed on Sunday. No vehicles are stored overnight, all vehicles go home at the end of the day. Ifany vehicles are left, they would be stored in the building. All work is done inside the building, there is no mechanical work, only the installation of tires and wheels, no oil changes, brake work, they do not open the hoods on cars. Used tires are stored in a separate building. They typically employee 10-12 people. The bays will be facing north/northeast. There will be three overhead bay doors and six service bays. Kayren Kittrick, Development Services stated that code does cover compensatory storage for the site. There is plenty of space on the site so that whatever compensatory storage they end up with is going to fit on the site. It has to be addressed, it is part of the code. The situation is the discussion between pervious and impervious and the definitions thereof. Mark McDonald, 10011 SE 3rd Avenue, Everett, WA 98208 stated that he represents Applebee's and the pick up area is called Car Side To Go, people call in their orders, someone runs their order out to them and they pull back out again, it is not a drive-through as a pick up spot, there are three spaces for pick-up service. The restaurant hold space for 200 seats as well they employee approximately 100 people and therefore, they really need the parking spaces. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 10:44 am. FINDINGS, CONCLUSIONS & RECOMMENDATION Having reviewed the record in this matter, the Examiner now makes and enters the following: FINDINCS: 1. The applicant, Jay Decker, filed a request for approval of a Site Plan for new buildings in the Renton Village Shopping Center. 2. The yellow file containing the staff report, the State Environmental Policy Act (SEPA) documentation and other pertinent materials was entered into the record as Exhibit # 1. 3. The Environmental Review Committee (ERC), the City's responsible official, issued a Determination of Non-Significance, Mitigated (DNS-M) for the subject proposal. Renton Village Expansion 200) File No.: LUA-05-061, SA-H, ECF July 28, 2005 Page 5 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. There was no opposition from the public regarding the subject proposal. 6. The subject site is located at 355,365 and 375 South Grady Way. The site and area contain existing retail, cinema and office buildings. The expansion would be located immediately east of Lake Street where it enters the shopping center and west of the existing McDonalds. 7. The subject site is zoned Commercial Arterial (CA). The site is governed further by the Automall Improvement District Area B regulations. 8. The map element of the Comprehensive Plan designates the area ill which the subject site is located as su itable for the development of commercial corridor types of uses including retail and services uses, but does not mandate such development without consideration of other policies of the Plan. 9. The subject site was annexed to the City with the adoption of Ordinance 1547 enacted in June 1956. 10. The portion of the shopping center that will be developed are Lots C2, C3 and C4 of Short Plat LUA- 00-088. The short plat was recorded in August 2000. The lots are located adjacent to or near Grady Way. 11. The three lots where the development will occur are currently vacant. C2 is 100,252 square feet (2.3 acres); C3 is 57,978 square feet (1.3 acres); and C4 is 40,823 square feet (0.94 acres). 12. The applicant proposes developing C2 with a Discount Tire Company shop (7,850 square feet) and a multi-tenant retail building (9,000 square feet). C3 would contain a 5,000 square foot Wells Fargo Bank. C4 would have a 5,200 square foot Applebee's Restaurant. 13. All of the buildings will be one-story tall varying between 20 feet and 30 feet tall. The buildiilgs housing the three charter businesses would have logos or exterior styling matching their curporate identities. The multi-tenant building would feature windows and doors in an anodized aluminum storefront but its detailing would be less defined until tenants are identified. 14. The Wells Fargo Bank would be located on the northwest portion of the lot, setback from Grady approximately 96 to 110 feet, and would contain a drive-up banking window with queuing space along the north facade. Landscaping would screen the bank and the queuing area. There would be windows in most facades with walls of concrete masonry units and brick trim. Flat and gabled roof elements would be employed. 15. The restaurant would be located in the northeast portion ofthe site and would be setback from Grady approximately 84 to 101 feet. There would be an outside Car Side To Go area for customers to pickup call-in orders. It would also have perimeter landscaping. The building would have awnings and gabled roof entry with parapet roof elsewhere. 16. The tire shop would be in the southwest corner ofthe site. It would have three (3) bay doors. All tire installation would occur indoors and there would be no outside storage or display and no other automotive repair work. It would have perimeter landscaping along the facades. The building would have a brick and stone veneer and corporate red band along the top edge. The entry facade would have a row of windows. Renton Village Expansion 20,-,.1 File No .. LUA-OS-061, SA-II, ECF~--------- July 28, 2005 Page 6 17. The multi-tenant building would be oriented in a north-south axis. It shows very little landscaping and staff particularly recommended landscaping to soften its barren appearance. As with it's landscaping, this building does not have a lot of detail, not being branded with corporate design elements. 18. Most of the site's northern and western perimeter would be landscaped with additional plantings along its southern boundary. As noted above, the landscaping is not as generous in the area around the multi- tenant build ing. 19. Staff calculated the parking requirements based on the build out of uses for a shopping center. The number of stalls per 1,000 square feet of space ranges from 4 to 5 spaces. The complex contains 27,050 square feet, which would require between 108 and 135 stalls. The applicant had applied for a Parking Modification, which is handled administratively, and not as part of the Site Plan public review process. The appl icant requested 96 additional spaces. Staff approved some of the mod ifications for the bank (14 additional) and the restaurant (23 additional). Staff initially denied the additional modifications but was reconsidering this decision. While there was discussion of these issues at the hearing, this office does not have jurisdiction. The only complicating factor is that the site plan's parking allotment would be subject to change. Clearly, providing additional parking reduces the area that could be landscaped and potentially encourages additional automobile usage. 20. POIiions ofthe subject site are located in the flood plain. The applicant will have to provide Oil-site compensatory storage that accommodates these floodwaters and may not displace them to ,)ther areas of either the subject site or off-site. 21. Staff reviewed the driveways for the site. There are both signal ized and unsignal ized driveways serving the site. It appears that access for the site and particularly the drive-up bank window are acceptable. CONCLUSIONS: 1. The site plan ordinance provides a number of specific criteria for reviewing a site plan. Those criteria are generally represented in part by the following enumeration: a. Conformance with the Comprehensive Plan; b. Conformance with the Building and Zoning Codes; c. Mitigation of impacts on surrounding properties and uses; d. Mitigation of the impacts of the proposal on the subject site itself; e. Conservation of property values; f. Provision for safe and efficient vehicle and pedestrian circulation; g. Provision of adequate light and air; h. Adequacy of public services to accommodate the proposed use; The proposed use satisfies these and other particulars of the ordinance. Renton Village Expansion 200) File No.: LUA-05-061, SA-H, ECF July 28, 2005 Page 7 2. The expansion of an existing shopping center is compatible with the goals of the Comprehensive Plan. That plan calls for a commercial corridor with limited access points. This expansion provides those features as did the existing complex. It also should create new jobs and can be served by the existing park-and-ride lot north of Grady Way. The buildings would be unified by landscaping and their one- story heights even as each exploits their corporate identity. 3. The buildings comply with the Zoning Code as far as setback and height regulations. Building and Fire Code requirements will be determined when building permits are submitted. This office does not have control over the number of parking stalls but the applicant will have to comply with those regulations as potentially modified. The applicant will be required to add additional landscaping around the easterly, mu Iti-tenant bui Iding. 4. The low-rise, one-story buildings should not create an untoward impact on nearby properties on the shopping center grounds. Grady Way is wide enough that the buildings should not have an impact off the complex' campus. The additional shops will potentially add some additional trips along perimeter roads like Grady and Talbot. 5. Staff noted that additional landscaping would help soften the impact of the multi-tenant building. That building does appear to have received less attention possibly due to the fact that it currently does not have an association with a larger corporate entity. The applicant will be required to supplement the landscaping on the building's east facade and in the parking aisles adjacent to it. 6. The development of the empty areas of the center should increase the tax base ofthe City and should not affect other property values adversely. 7. Vehicular circulation appears reasonable. The driveways will not be altered by the new development and it appears that internal circulation, including the drive-up banking window, are adequate. Pedestrian patterns will be through some interior sidewalks and in drive aisles. 8. The one-story buildings and separation between buildings should allow reasonable amounts of light and air to reach the interior of the new development as well as the existing portions of the shopping center. 9. As noted, the applicant will have to make adequate provisions to handle any floodwaters dnring storm events without further jeopardizing life or property. Adequate compensation will be requi~ed that does not create any unsafe conditions. Other public services should be adequate to serve the site with water and sewer utilities. DECISION: The Site Plan is approved subject to the following conditions: 1. A revised landscaping plan shall be prepared to reflect the revised parking/site layout: to correctly illustrate landscaping installation by Discount Tire; and to add landscaping around the multi-tenant building. The plan(s) shall be submitted prior to the issuance of building permits for both Discount Tire and the multi tenant building. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager. 2. The applicant shall revise parking in accordance with the Modifications granted by the City. Such revisions shall not reduce the overall landscaping or shall require more screening landscaping around and in parking areas. Renton Village Expansion 20~~ File No .. LUA-OS-061, SA II, EC-F . ----------- July 28, 2005 Page 8 3. No compensatory flood storage shall be designed in any manner where either injury to person~ or property might result. ORDERED THIS 28th day of July 2005. TRANSMITTED THIS 28th day of July 2005 to the parties of record: Susan Fiala 1055 S Grady Way Renton, W A 98055 Jay Decker, PE W & H Pacific 3350 Monte Villa Pkwy Bothell, W A 98021 RVA Center, LLC Attn: Craig Koeppler 520 Pike Street, Ste 1400 Seattle, WA 98101 Chad Gorman 20225 N Scottsdale Road Scottsdale, AZ 85255 TRANSMITTED THIS 28th day of July 2005 to the following: Mayor Kathy Keolker-Wheeler Jay Covington, Chief Administrative Officer Julia Medzegian, Council Liaison Larry Warren, City Attorney Stan Engler, Fire Larry Meckling, Building Official Planning Commission Transportation Division Utilities Division Kayren Kittrick Development Services Div. 1055 S Grady Way Renton, W A 98055 Mark McDonald 10011 SE 3rd Avenue Everett, W A 98208 Gregg Zimmerman, PBPW Administrator Alex Pietsch, Economic Development Jennifer Henning, Development Services Stacy Tucker, Development Services Neil Watts, Development Services Janet Conklin, Development Services King County Journal Pursuant to Title IV, Chapter 8, Section 100G of the City'S Code, request for reconsideration must be filed in writing on or before 5:00 p.m., August 11,2005. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure, errors oflaw or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen (14) days from the date of the Examiner's decision. This request shall set fOl1h the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record, take further action as he deems proper. An appeal to the City Council is governed by Title IV, Chapter 8, Section 110, which requires that such appeal be filed with the City Clerk, accompanying a filing fee of$75.00 and meeting other specified requIrements. Copies of this ordinance are available for inspection or purchase in the Finance Depal1ment, first floor of City Hall. An appeal must be filed in writing on or before 5:00 p.m., August 11,2005. Renton Village Expansion 200J File No.: LUA-05-06J, SA-H, ECF July 28, 2005 Page 9 If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants, the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. The Appearance of Fairness Doctrine provides that no ex parte (private one-oll-one) communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation ofthis doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. CO \ ff') ----- C!) --c; ~ » Q) .......... .......... CCl ~ ~ CO , .. '-'----- R-l & ZONING e +~+ ~ TJ!CBNJCAL SI!JtVlCES CD Village PI. H3 -30 T23N R5E E 112 - ---Renton City Umit. R-8 1:..4800 RM-F; G) .... + G3 19 T23N R5E E 1/2 5319 :r: 1» ::0 o -< ~ m en ~ -"'" 1~ - 7ZZlODID» 7ZZlODID» 1'lZ:2DOII031 722>IJIlII»:l o 1~ 1222IJOIIZIf1 I ~ 1222COO>:lI) ~ ~ ~ n>2IJOaSZ1' 6'/..·2.. 1222OOCX!3O • !!III iim IT ~ ~ 'nJ;illlll:11 Iii .. l HU I~W .~~ ~ ~ i '! ii Iii ~i;!! Pil rl~ ~~d I~~ ~ 'lii2 ~i :J Ili!liI!11 ~ ~ ! ; y' It;, i,ll! ! '! O~I! i Ig ~ • r . 1,02 mu Hi I ~ ~J8 l!l~ °i' • r7 ~.~ i· i ~ '0 l;}f; ::s(:.;~-9 ~ \ z ~ !f ~ f'l " ; ~ ~I ~ .... ~"!"'!"t~ ~~~ ~ t ;~~.:! r~m II .... ••• DD ... 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" CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE-MITIGATED MITIGATION MEASURES APPLICATION NO(S): LUA05-061, ECF, SA-H PROJECT NAME: Renton Village Expansion 2005 APPLICANT: Jay Decker, PE, W&H Pacific, Inc. LOCATION OF PROPOSAL: 355, 365, & 375 South Grady Way DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Hearing Examiner Site Plan approval for the construction of four commercial buildings and associated surface parking and landscaping on Lots C2, C3 and C4 of the Renton Village Shopping Center. The proposal includes: a 5,200 sq. ft. restaurant (Applebee's) on Lot C4; a 5,000 sq. ft. bank (Wells Fargo) on Lot C3; a 7,850 sq. ft. auto store (Discount Tire Co.) and a 9,000 sq. ft. multi-tenant retail building on Lot C2. The site is zoned Commercial Arterial and is in the Automall Improvement District -Area B. Access to the site would be via two private drives from South Grady Way and South Renton Village Place. LEAD AGENCY: MITIGATION MEASURES: The City of Renton Department of Planning/Building/Public Works Development Planning Section 1. The project shall be required to comply with the Department of Ecology (DOE) Manual for erosion and sedimentation control. 2. The applicant shall provide detention facility volume as compensatory storage for all filled areas of the site located within the 100 year FEMA floodplain elevation below NGVD 1929 or elevation 27.58 NAVD 1988. The satisfaction of this requirement is subject to the review and approval of Development Services at the time of the utility/construction permit submittal. 3. The applicant shall pay the appropriate Fire Mitigation Fee based on $0.52 per square foot of building area. The fee shall be paid at the time of building permit issuance. 4. The applicant shall pay the appropriate Transportation Mitigation Fee based on a rate of $75.00 per each new average daily trip associated with the project, estimated at 1,037 trips. The fee shall be paid prior to the issuance of building permits. · .. . ENVIRONMENTAL REVIEW COMMIITEE MEETING NOTICE .J.une.~A, 2005 To: Gregg Zimmerman, Planning/Building/Public Works Administrator Dennis Culp, Community Services Administrator From: Meeting Date: Time: Lee Wheeler, Fire Chief Jennifer Henning, Development Planning Tuesday, JlJr'le 14, ·2005 9:00AM ..••...... Location:SixthFlbor Confer~hce l1oQm#620 Agenda listed below. Renton Vii/age Expansion 2005 (Fiala) LUA05-061, ECF, SA-H The applicant is requesting Environmental (SEPA) Review and Hearing Examiner Site Plan approval for the construction of four commercial buildings and associated surface parking and landscaping on Lots C2, C3 and C4 of the Renton Village Shopping Center. The proposal includes: a 5,200 sq. ft. restaurant (Applebee's) on Lot C4; a 5,000 sq. ft. bank (Wells Fargo) on Lot C3; a 7,850 sq. ft. auto store (Discount Tire Co.) and a 9,000 sq. ft. mUlti-tenant retail building on Lot C2. The site is zoned Commercial Arterial and is in the Automall Improvement District -Area B. Access to the site would be via two private drives from South Grady Way and South Renton Village Place. cc: K. Keolker-Wheeler, Mayor J. Covington, Chief Administrative Officer A. Pietsch, EDNSP Administrator ® B. Wolters, EDNSP Director ® J. Gray, Fire Prevention N. Watts, P/B/PW Development Services Director ® F. Kaufman, Hearing Examiner S. Engler, Fire Prevention ® J. Medzegian. Council S. Meyer, P/B/PW Transportation Systems Director R. Lind, Economic Development L. Warren, City Attorney ® CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 12th day of July, 2005, I deposited in the mails of the United States, a sealed envelope containing Preliminary Report to the Hearing Examiner documents. This information was sent to: :(;::';"/\;': .',:(t> .,.": . . , ; 'x '+1.1' <;Zl~jl,i';: ";.,.,,Name..... . t::; .L,;~_I:·, .::;:; .. : (',0, .'~:;I ;?fl~Jbre'eltinlL .;~:i ;l~$l, Jay Decker Applicant/Contact Craig Koeppler, RVA Center, LLC Owner Glenn Amster Party of Record (Signature of Sender): ~ ~ /' STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that Stacy Tucker signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: Notary (Print): My appointment expires: Renton Village Expansion 2005 LUA05-061, SA-H, ECF COMMENCING AT 9:00 AM, CITY OF RENTON HEARING EXAMINER PUBLIC HEARING JULY 19, 2005 AGENDA COUNCIL CHAMBERS, 7TH FLOOR, RENTON CITY HALL The application(s) listed are in order of application number only and not necessarily the order in which they will be heard. Items will be called for hearing at the discretion of the Hearing Examiner. PROJECT NAME: Renton Village Expansion 2005 PROJECT NUMBER: LUA-05-061, SA-H, ECF PROJECT DESCRIPTION: The applicant is requesting Hearing Examiner Site Plan approval for the construction of four commercial buildings and associated surface parking and landscaping on Lots C2, C3 and C4 of the Renton Village Shopping Center. The proposal includes: a 5,200 sq. ft. restaurant (Applebee's) on Lot C4; a 5,000 sq. ft. bank (Wells Fargo) on Lot C3; a 7,B50 sq. ft. auto store (Discount Tire Co.) and a 9,000 sq. ft. multi-tenant retail building on Lot C2. The site is zoned Commercial Arterial and is in the Automallimprovement District -Area B. Access to the site would be via two private drives from South Grady Way and South Renton Village Place. PROJECT NAME: Veldyke Short Plat PROJECT NUMBER: LUA-05-065, SHPL-H PROJECT DESCRIPTION: The applicant is requesting Hearing Examiner Short Plat approval for the subdivision of a 1.B7 acre site into seven lots and two tracts intended for the eventual development of detached single-family homes. The would lots range in size from 4,B12 sq. ft. to 6,655 sq. ft. The site is located within the Residential -B (R-B) zoning designation with a proposed net density of 5.B dulac. Access is proposed off of NE 19th Street via new public street terminating into a cui-de sac. A 20-foot private access easement and a reserved tract are proposed to allow for future development of adjacent sites. No critical areas are indicated on site. HEX Agenda 7-19-0S.doc PUBLIC HEARING City of Renton Department of Planning / Building / Public Works PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: Project Name: Owner:: Applicant: File Number: Project Description: Project Location: July 19, 2005 Renton Village Expansion 2005 RVA Center, LLC, Attn: Craig Koeppler, 520 Pike St., Suite 1400, Seattle, WA 98101 Jay Decker, PE, W&H Pacific, 3350 Monte Villa Pkwy, Bothell, WA 98021 LUA-05-061, SA-H, ECF Planner: Susan A. Fiala, AICP The applicant is requesting Hearing Examiner Site Plan approval for the construction of four commercial buildings and associated surface parking and landscaping on Lots C2, C3 and C4 of the Renton Village Shopping Center. The proposal includes: a 5,200 sq. ft. restaurant (Applebee's) on Lot C4; a 5,000 sq. ft. bank (Wells Fargo) on Lot C3; a 7,850 sq. ft. auto store (Discount Tire Co.) and a 9,000 sq. ft. multi- tenant retail building on Lot C2. The site is zoned Commercial Arterial and is in the Automall Improvement District -Area B. Access to the site would be via two private drives from South Grady Way and South Renton Village Place. 355, 365 and 375 South Grady Way City of Renton PIBIPW Departmeni I Preliminary Report to the Hearing Examiner LUA-05-061, SA-H, ECF RENTON VILLAGE EXPANSION 2005 PUBLIC HEARING DA TE: JUL Y 19. 2005 Page 2 of 11 B. EXHIBITS The following exhibits are entered into the record: Exhibit No.1: Yellow file containing: application, proof of posting and publication, environmental review and other documentation pertinent to this request. Exhibit NO.2: Neighborhood Map (dated May 10, 2005). Exhibit NO.3: Site Plan (dated May 10, 2005). Exhibit NO.4: Landscaping and Parking, Lot Coverage Plan (dated May 10, 2005). Exhibit NO.5: Preliminary Landscape Plan (dated May 10, 2005). Exhibit NO.6: Discount Tire -All Elevations (dated May 10, 2005). Exhibit NO.7: Discount Tire -Floor Plan (dated May 10, 2005). Exhibit NO.8: Multi Tenant Retail-North Elevation (dated May 10, 2005). Exhibit NO.9: Multi Tenant Retail-West Elevation (dated May 10, 2005). Exhibit No. 10: Multi Tenant Retail-South Elevation (dated May 10, 2005). Exhibit No. 11: Multi Tenant Retail -Floor Plan (dated May 10, 2005). Exhibit No. 12: Wells Fargo Bank -All Elevations (dated May 10, 2005). Exhibit No. 13: Wells Fargo Bank -Building Sections (dated May 10, 2005). Exhibit No. 14: Applebee's Neighborhood Grill & Bar-All Elevations (dated May 10, 2005). Exhibit No. 15: Applebee's Neighborhood Grill & Bar -Floor Plan (dated May 10, 2005). Exhibit No. 16: Zoning Map G 3-East (dated Dec. 28, 2004). Exhibit No. 17: ERC Mitigation Measures (dated June 20, 2005) C. GENERAL INFORMATION: 4. Owner of Record: Zoning Designation: Comprehensive Plan Land Use Designation: Existing Site Use: 5. Neighborhood Characteristics 6. 7. B. North: East: South: West: Access: Site Area: Project Data: Existing Building Area: New Building Area: HEX _ RVexpansion .doc RVA Center, LLC, 520 Pike St., Suite 1400, Seattle, WA 98101 Commercial Arterial (CA) Commercial Corridor (CC) Vacant Mitsubishi Auto dealership and South Renton Park and Ride -zoned Commercial Arterial (CA) McDonald's, variety of retail in Renton Village-zoned Commercial Arterial (CA) AMC Movie Theater -zoned Commercial Office (CO) Chevron Gas station -zoned Commercial Arterial (CA) South Grady Way to internal driveways 199,053 sq. ft. (4.57 acres) Area comments N/A 27,050-sq. ft. N/A N/A City of Renton PIBIPW Departmen RENTON VILLAGE EXPANSION 2uu5 Preliminary Report to the Hearing Examiner LUA-05-061, SA-H, ECF PUBLIC HEARING DA TE: JUL Y 19, 2005 Total Building Area: 27,050-sq. ft. D. HIS TORICAUBA CKGROUND: Action Zoning Comprehensive Plan Annexation Short Plat Land Use File No. N/A N/A N/A LUA 00-088 Ordinance No. 4404 4498 1547 NA N/A Page 3 of 11 Date 06/0711993 02/20/1995 06/05/1956 08/22/2000 E. APPLICABLE SECTIONS OF THE DEVELOPMENT REGULA TIONS (RMC TITLE IV): 1. Chapter 2 Land Use Districts Section 4-2-020: Purpose and Intent of Zoning Districts Section 4-2-070: Zoning Use Table Section 4-2-120.A: Commercial Development Standards 2. Chapter 3 Environmental Regulations and Special Districts Section 4-3-040: Commercial Corridor Business Designations -Automall District 3. Chapter 4 Property Development Standards Section 4-4-030: Development Guidelines and Regulations -General Section 4-4-070: Landscaping Regulations Section 4-4-080: Parking, Loading, and Driveway Regulations Section 4-4-090: Refuse and Recyclables Standards 4. Chapter 6 Streets and Utility Standards 5. Chapter 9 Procedures and Review Criteria Section 4-9-200: Site Plan Review 6. Chapter 11 Definitions F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element 2. Economic Development 3. Community Design Element G. DEPARTMENT ANAL YSIS: 1. PROJECT DESCRIPTION/BACKGROUND The project site is part of the Renton Village Shopping Center. A previous land use application for a short plat, LUA 00-088, included three lots which are part of this subject site plan. The three lots, C2, C3 and C4 are vacant except for a pile of fill and some brush. The Renton Village Shopping Center currently includes a McDonald's restaurant, a movie theater, a grocery store (Thriftway), a multi- tenant structure (Starbucks, Rite Aid, pet store, etc.). The three existing lots of the proposal are sized as: C2 is 100,252 sq. ft. (2.3 acres); C3 is 57,978 sq. ft. (1.3 acres); and C4 is 40,823 sq. ft. (0.94 acres). The four buildings proposed on these lots include: a restaurant, Applebee's, with 5,200 sq. ft. on Lot C4; a multi tenant retail building with 9,000 sq. ft. on a portion of Lot C2; a bank, Wells Fargo, with 5,000 sq. ft. on Lot C3; and a tire store, Discount Tire Co., with 7,850 sq. ft. on a portion of Lot C2 for a total of 27,050 sq. ft. of new building HEX_RVexpansion.doc City of Renton PIBIPW Departmen RENTON VILLAGE EXPANSION 2005 PUBLIC HEARING DA TE: JUL Y 19, 2005 Preliminary Report to the Hearing Examiner LUA-05-061, SA-H, ECF Page 4 of 11 area. The one-story buildings would range in height from 20 ft. to 30 ft. and include a variety of building materials (i.e. brick, stone, glass). Other site elements include surface parking areas (231 parking spaces) and site perimeter and interior landscaping. The applicant is requesting a modification to the parking standards to increase the number of parking spaces. This modification will be discussed as part of this Site Plan report. Primary access would be via an existing internal driveway, Lake Street, which is south of South Grady Way. The proposed buildings can also be accessed via other existing driveways serving the Renton Village Shopping Center coming from S. Grady Way and Talbot Rd. South. The site is zoned Commercial Arterial (CA). The subject site is designated Commercial Corridor (CC) on the City's Comprehensive Plan Land Use Map. The Commercial Corridor district is characterized by concentrated pre-existing commercial activity, primarily in a linear form, that provides necessary goods and services for daily living, accessible to nearby neighborhoods, serving a sub-regional market and accommodating large volumes of traffic. The site is also located within the Automall Improvement District -Area B. The northwest portion of the site is located within the FEMA 100-yr. floodplain. Rolling Hills Creek is approximately 350 ft. to the south of the subject site. There are no other known critical areas located on or near the subject site. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21 C, 1971 as amended), on June 20, 2005 the Environmental Review Committee issued a Determination of Non-Significance, Mitigated for the project. The DNS-M included four (4) mitigation measures. A 14-day appeal period commenced on June 20, 2005 and ended on July 1, 2005. No appeals of the threshold determination were filed. 3. ERC MITIGATION MEASURES Based on an analysis of probable impacts from the proposed project, the following mitigation measures were issued for the Determination of Non-Significance -Mitigated: 1. The project shall be required to comply with the Department of Ecology (DOE) Manual for erosion and sedimentation control. 2. The applicant shall provide detention facility volume as compensatory storage for all filled areas of the site located within the 100 year FEMA floodplain elevation below NGVD 1929 or elevation 27.58 NAVD 1988. The satisfaction of this requirement is subject to the review and approval of Development Services at the time of the utility/construction permit submittal. 3. The applicant shall pay the appropriate Fire Mitigation Fee based on $0.52 per square foot of building area. The fee shall be paid at the time of building permit issuance. 4. The applicant shall pay the appropriate Transportation Mitigation Fee based on a rate of $75.00 per each new average daily trip associated with the project, estimated at 1,037 trips. The fee shall be paid prior to the issuance of building permits. 4. STAFF REVIEW COMMENTS Representatives from various city departments have reviewed the application materials to identify and address site plan issues from the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. HEX_RVexpansion.doc City of Renton PIBIPW Departmen RENTON VILLAGE EXPANSION 2005 Preliminary Report to the Hearing Examiner LUA-05-061, SA-H, ECF PUBLIC HEARING DATE: JULY 19,2005 Page 5 of 11 5. CONSISTENCY WITH SITE PLAN APPROVAL CRITERIA As per RMC 4-9-200.E, "The Reviewing Official shall review and act upon site plans based upon comprehensive planning considerations and the following criteria. These criteria are objectives of good site plans to be aimed for in development within the City of Renton. However, strict compliance with any one or more particular criterion may not be necessary or reasonable. These criteria also provide a frame of reference for the applicant in developing a site, but are not intended to be inflexible standards or to discourage creativity and innovation. The site plan review criteria include, but are not limited to, the following: (A) CONFORMANCE WITH THE COMPREHENSIVE PLAN, ITS ELEMENTS & POLICIES The Comprehensive Plan Land Use Map designation for the project property is Commercial Corridor (CC). The intent of Commercial Corridor areas is to evolve from "strip commercial" linear business districts to business areas characterized by enhanced site planning incorporating efficient parking lot design, coordinated access, amenities, and boulevard treatment. The following Comprehensive Plan policies are applicable to the proposal: Commercial Corridor Land Use Element Objective LU-GGG: Guide redevelopment of land in the Commercial Corridor designation with Commercial Arterial zoning, from the existing strip commercial urban forms into more concentrated forms, in which structures and parking evolve from the existing suburban form, to more efficient urban configurations with cohesive site planning. The proposal would be an expansion of the Renton Village Shopping Center utilizing shared parking, circulation, additional landscaping and site improvements. Policy LU-335. Increased demand for commercial uses should be accommodated primarily through redevelopment and intensification of existing business area designations rather than expansion of those areas. The proposal would intensify the existing retail base of the Renton Village Shopping Center by adding a bank, restaurant and other retail. Policy LU-349. Support development plans incorporating the following features: 1) Share access points and fewer curb cuts; 2) Internal circulation among adjacent parcels; 3) Shared parking facilities; 4) Allowance for future transition to structured parking facilities; 5) Centralized sign age; 6) Unified development concepts; and 7) Landscaping and streets cape that softens visual impacts. The proposal would not create any new curb cuts along public right-of-way (S. Grady Way) and would utilize existing driveways into the site and among the adjacent lots. Other features such as shared parking, interior landscaping and signage would be compatible with the existing development. Policy LU-358. Parking areas should be landscaped (including street trees, buffers, berms), especially along roadways, to reduce visual impact. Existing street trees along Grady Way would remain with additional landscaping around the proposal's perimeter and interior to reduce the visual impact of the parking area. HEX_RVexpansion.doc City of Renton PIBIPW Departme/ RENTON VILLAGE EXPANSION 2005 PUBLIC HEARING DA TE: JUL Y 19, 2005 Community Design Element: Preliminary Report to the Hearing Examiner LUA-05-061, SA-H, ECF Page 6 of 11 Policy CD-24. Site design of development should relate, connect and continue design quality and site function from parcel to parcel. The proposed four buildings are arranged within three existing lots with two buildings, Wells Fargo and Applebee's fronting South Grady Way. The multi tenant retail building would be on the east side of the site abutting an existing parking area. Each building would be one story in height, similar to existing structures within the shopping center. Policy CD-2B. Non-residential development should have site plans that provide street access from a principal arterial, consolidate access points to existing streets, and have internal vehicular circulation that supports shared access. The proposal would utilize two existing driveways via South Grady Way, a principal arterial. No additional access would be made to the arterial. The proposal would connect to existing driveways within the shopping center. Objective CD-I: New commercial buildings should be architecturally compatible with their surroundings in terms of their bulk and scale, exterior materials, and color when existing development is consistent with the adopted land use vision. The proposed buildings would be one story and less than 30 feet in height. The size of the buildings range from 5,000 to 9,000 sq. ft. which is compatible with the existing buildings in the shopping center. The proposed building materials include brick, stone, glass and standard building colors associated with the ??? business. Policy CD-62: Landscaped parking strips should be considered for use as a safety buffer between pedestrians and moving vehicles along arterials and collector streets. The perimeter and interior of the parking areas would be landscaped with a variety of plant materials to create a buffer and screening of the parking stalls (concrete expanses). Along South Grady Way, landscaping would be installed in addition to existing street trees. Economic Development Policy ED-3. Lands with adequate existing infrastructure should be given priority for development. The subject site has adequate infrastructure in place, with some relocation of utilities required to provide for the development. Objective ED-B: Expand the retail and office base within the City. The proposal would generate new retail and employment opportunities with the City. Policy ED-B. Increase the retail sales tax base of the City. Applebee's, Discount Tire and the multi tenant retail uses would assist in increasing the sales tax base. (8) CONFORMANCE WITH LAND USE REGULATIONS The subject site is zoned Commercial Arterial (CA). The CA zone is established to provide opportunities for a wide range of commercial uses and to set site development standards that transition the commercial area from "strip commercial" linear business districts to business areas characterized by enhanced site planning, incorporating efficient parking lot design, coordinated access, amenities and boulevard treatment. The subject site is also located in the Automall Improvement District -Area 8. The CA zone allows retail and office uses as primary permitted uses. Development Standards Lot Dimensions -There are no minimum requirements for lot size, lot width or depth within the CA zone unless located in a special corridor of which this site is not. The Automall does not have lot size requirements. The applicant is proposing to develop three lots of the RVA short plat (LUA 00- 088). The total site area of the three parcels, C2, C3 and C4 is 199,053 sq. ft. The following table provides data on each proposed building: HEX_RVexpansion.doc City of Renton PIBIPW Departmel RENTON VILLAGE EXPANSION 2005 PUBLIC HEARING DATE: JULY 19,2005 Lot Lot Area (sq. ft.) Building Sq. Ft. Lot Coverage Height Parking Stalls Total Landscaping Sq. Ft. Discount Retail Strip Tire C2 C2 100,252 - 7,850 9,000 16.8 % - 26 ft. 22 ft. 133 - 15,380 - Preliminary Report to the Hearing Examiner LUA-05-061, SA-H, ECF Page 70f11 Wells Fargo Applebee's Bank Restaurant C3 C4 57,978 40,823 5,000 5,200 8.6% 12.7 % 25 ft. 21 ft. 39 59 11,385 5,350 Building Lot Coverage -The maximum lot coverage allowed is 65 percent. The four buildings are located on three existing lots of Renton Village Shopping Center. The overall total of the four building footprints would be 27,050 square feet. This generates a total building coverage of 13.6 percent (27,050 sq. ft. / 199,053 total site sq. ft. = 13.6 percent) which is much below the allowable lot coverage. Each separate lot with the individual buildings would also be below the allowed lot coverage. The data is provided in the table above. Setbacks / Landscaping -The minimum front yard setback is 10 ft. with no maximum. The minimum side yard along a street is 10 ft. and no rear or interior side yard setbacks unless the property abuts or is adjacent to a residential zone. The site is surrounded by commercially zoned properties thus no rear or interior side yard setbacks would be required. On Lot C3, the Wells Fargo Bank would be setback from So. Grady Way a distance of approximately 96 to 110 feet. Applebee's restaurant, on Lot C4, would have a front yard setback of 84 to 101 feet from the north property line on Grady Way. Within the setback area along South Grady Way, parking and landscaping would be provided. The existing streets trees along S. Grady would remain with new shrubs planted abutting the parking stalls consisting of a variety of leaf holly, bamboo, dwarf pine, viburnum, barberry and others which would effectively transition the street to the buildings. Within the site and parking areas, various tree types including Vine Maple, Japanese Maple, flowering pear, Douglas Fir would be installed. All landscaping is required to be fully irrigated unless drought tolerant plants are used. However, the preliminary landscape plan does not indicate, other than one tree, any plant materials to be located around the 9,000 sq. ft. Strip Retail building. To reduce the barren appearance of the building and the parking area in this area, staff recommends as a condition of site plan approval that the applicant provides a revised landscape plan prior to issuance of a building permit for the retail building for staff review and approval. The proposed landscaping, plant size, type, and location, is appropriate for the proposed development. The preliminary landscape plan illustrates materials that would enhance the visual character of the expanded Renton Village Shopping Center. The surface parking areas are required to be landscaped. When there are more than 100 spaces, 35 sq. ft. of landscaping per space is required. With 231 parking spaces, 8,085 sq. ft. is requires, the applicant is proposing 32,115 sq. ft. of landscaping within the boundaries of the site Building Limitations -There is no maximum gross floor area for a single commercial use or for a single office use except for within a special corridor of which this project is not within. The Automall District B does not have a limitation. Building Height -The CA zone allows a maximum building height of 50 feet. HEX_RVexpansion.doc City of Renton PIBIPW DepartmeJ RENTON VILLAGE EXPANSION 2005 PUBLIC HEARING DA TE: JUL Y 19, 2005 Preliminary Report to the Hearing Examiner LUA-05-061, SA-H, ECF Page 8 of 11 The height of Applebee's would be 18-ft. to the top of the parapet and 21-ft. at the highest pOint of the structure. Wells Fargo Bank would be 25 ft. at the highest peak of the roof and 20 ft. to the top of the flat roof portion of the structure. The Retail Strip building would be 22-ft. to the top of the parapet and the Discount Tire store would be 26 ft. All structures would be less than the maximum allowed height and thus in compliance with the CA standard. Parking, Loading, and Driveway Regulations -Parking regulations require a specific number of spaces based on the amount of square footage dedicated to certain uses. The proposal would be within an existing shopping center which has a parking ratio for all uses within the shopping center of a minimum of 4 spaces per 1,000 sq. ft. of net floor area and a maximum of 5 spaces per 1,000 sq. ft. of net floor area. The gross square footage of the four buildings would be 27,050 sq. ft. Based on the parking ratio allowed for the shopping center a total range of 108 to 135 parking spaces. The applicant proposes 96 spaces above that allowed by code for the overall site. The applicant requested a parking modification to allow a greater number of spaces than permitted by the parking standards. The modification is written herein. Staff evaluated the request and the justification provided by the applicant. As there are underlying lots for the subject site, staff first determined that each lot with its associated building(s) should comply separately with the parking requirements. The table which follows illustrates the minimum to maximum parking ratio allowed. The Wells Fargo and Applebee's parking modification is approved. Wells Fargo Bank, would provide 14 additional spaces above the maximum allowed of 25. Applebee's restaurant, based on the shopping center ratio would be permitted a maximum of 26 spaces, 59 spaces are proposed. Although, this use is within the shopping center, the applicant indicated that if this would be a stand alone restaurant, 52 parking stalls would be required. Staff concurs with the increase parking for the restaurant and bank. Staff recommends that the parking modification for the two buildings sited on Lot C2, Discount Tire and the multi tenant retail building be denied. The total building area would be 16,850 sq. ft. which code allows a maximum of 84 parking spaces. The applicant proposed 133 spaces which is 49 spaces above the maximum allowed. The applicant contends that the lot boundaries are irregular in shape and the site plan and building efficiently utilizes the site areas. They also state that retail industry standard parking requirements typically range from 5 to 6 stalls per 1,000 sq. ft. of building area. Even at 6 stalls per 1,000 sq. ft., these two buildings would require 101 spaces, yet the applicant would provide 133 stalls which is nearly 8 stalls per 1,000 sq. ft. The applicant provided some additional "explanation" as to the increase in parking per a July 8th email. The applicant indicates that the Cinema site is underparked and was permitted to be by the City of Renton. The Cinema is a "non-peak" parking user and thus complements the use of parking in the area south of Discount Tire. The area south of the tire store is improved with parking. The parking area, according to the applicant, must remain available to the Cinema per their lease. With this additional information from the applicant, staff believes that the applicant should provide the data on the number of parking stalls removed by the proposal and replaced for the Cinema. However, staff continues to recommend as a condition of site plan approval that the applicant reduce the number of parking spaces within Lot C2. The land remaining after the reduction should be incorporated as landscaping (a minimum of irrigated lawn areas). Lot C2 C2 C3 C4 Building Multi Tenant Discount Wells Fargo Applebee's Total Tire Bldg. Sq. ft 9,000 7,850 5,000 5,200 Parking Ratio Min. @ 4/1000 sq. ft. 36 31 20 21 108 Max. @ 5/1000 sq. ft. 45 39 25 26 135 Spaces Proposed 59 74 39 59 231 Spaces Above Allowable 14 35 14 33 96 HEX_RVexpansion.doc City of Renton PIBIPW Departme RENTON VILLAGE EXPANSION 2005 PUBLIC HEARING DATE: JUL Y 19, 2005 Preliminary Report to the Hearing Examiner LUA-05-061, SA-H, ECF Page 9 of 11 The Wells Fargo Bank includes drive through lanes which would provide accommodate stacking space to handle peak business demands. The lanes do not appear to obstruct the vehicular circulation pattern. Queuing should allow for a minimum of five (5) vehicles. Entrances and exits are located so as not to cause congestion in any driveway. The parking spaces are in compliance with the minimum requirements for drive aisle and parking stall dimensions and the provision of ADA accessible parking stalls. Driveways -An internal vehicular circulation pattern would include maintaining the same entrance off of Lake Street with the internal roads offset to slow traffic coming from the east and west. Automall District Regulations -The proposal is located within Area B of the District which allows all uses permitted by the underlying zoning. The applicable development standards for non- dealerships in Area B are complied with and include: the service areas shall not face public street frontage; landscaping; and customer parking. (C) MITIGATION OF IMPACTS TO SURROUNDING PROPERTIES AND USE The subject site is located within an existing shopping center containing similar retail uses. The uses surrounding the site include: to the north (across S. Grady Way) is the South Renton Park and Ride facility and the Mitsubishi Auto Dealer; to the east is McDonald's, parking area and Thriftway grocery; to the south is the AMC movie theater and to the west is the Chevron gas station. The proposal is not expected to adversely impact surrounding properties. Staff anticipates the project to add value to the site and further enhance the retail opportunities in the area. The additional retail uses would potentially increase the amount of activity in the area. Construction activities would result in some noise, dust and traffic impacts on surrounding properties. The applicant has submitted a Construction Mitigation Plan outlining mitigation measures to be employed for minimizing dust, noise and traffic impacts during construction. Potential short-term noise and traffic impacts would result from the initial construction of the project. Existing code provisions that limit construction work hours, and the applicant's construction mitigation plan, which indicates proposed work hours from 7:00 am to 5:00 pm, Monday through Friday, would mitigate these impacts. (D) MITIGATION OF IMPACTS OF THE PROPOSED SITE PLAN TO THE SITE The scale, height and bulk of the proposed buildings are appropriate for the site and would be architecturally compatible with the existing shopping center. The Wells Fargo Bank, on Lot C3 , is proposed to locate the customer drive-through on the north side of the building. A teller window and covered area with the vacuum air tubes would be on this side. The building would not include any additional windows except for the teller area. The queue area would be on the east side and include adequate area for vehicles waiting. A few windows would be provided on this fagade. Both of these vehicular use areas would be screened with landscaping areas. The west elevation would include a covered walkway and a row of windows. This would be the most visible elevation facing the entry to the development and from traffic heading east on S. Grady Way. The walk-in customer entrance would be on the south elevation and include a wall of windows and a covered walkway. Exterior building materials would include a metal roof, CMU veneer and brick course at the corners. The roofline would be a combination of a flat roof with a gabled portion to add variety to the overall appearance of the building. Applebee's restaurant, located on Lot C4 , appears to have the typical corporate design including signage, awnings, light fixtures on a rectangular building with a parapet roof. The entrance is defined by an extruded entry with a gabled roof. The front of the building would face S. Grady Way with several windows on this elevation as well as on the west and east elevation. The south elevation is the "service" area for refuse and deliveries having no windows and two service doors. Discount Tire Co. Inc. would be on Lot C2. The building would include brick and stone veneer with a red band across the top edge. The service garage doors would be on the north elevation as well as the customer entrance to the retail portion of the store. The retail elevation would be a wall of windows from floor to ceiling. HEX_RVexpansion.doc City of Renton PIBIPW Departme/ RENTON VILLAGE EXPANSION 2u05 PUBLIC HEARING DATE: JULY 19,2005 Preliminary Report to the Hearing Examiner LUA-05-061, SA-H, ECF Page 100f11 The multi tenant building is not as fully designed as the other three buildings. The submitted drawings illustrate potentially five tenants in a one story building of 22 feet in height. The north elevation, would include clear anodized aluminum storefronts. The west elevation depicts the storefronts and entrance to each tenant. The south elevation would include the refuse enclosure. No east elevation was provided, however, it appears that is would be similar to the west elevation. The building materials would include integral color CMU with horizontal corrugated metal siding and color CMU pilasters as well as metal canopies. Overall, the four buildings would be compatible with the existing shopping center in terms of site layout and building construction. Potential erosion impacts that could occur during project construction would be adequately mitigated by City Code requirements for approval of a Temporary Erosion and Sedimentation Control Plan (TESCP) pursuant to the King County Surface Water Design Manual (KCSWDM) and a Construction Mitigation Plan prior to issuance of Construction Permits. (E) CONSERVATION OF AREA-WIDE PROPERTY VALUES The proposed retail/commercial development is expected to increase property values in the vicinity of the site. The development of the site provides improvements to infrastructure, landscaping and lighting and additional employment opportunities. Moreover, as a result of this development, this area of the Automall District would be enhanced by developing a vacant site. (F) SAFETY AND EFFICIENCY OF VEHICLE AND PEDESTRIAN CIRCULATION A Traffic Impact Analysis (TIA) was required as part of the project and submitted with the land use application. The TIA was prepared by Transportation Engineering North West, dated March 24, 2005. Access to the Renton Village Shopping Center is currently provided by two signalized intersections on S. Grady Way, two stop controlled driveways on Grady, and driveways on S. Renton Village Place. The existing arterial roadways that would be used as routes to and from the site include S. Grady Way (east-west road to the north), Talbot Rd. S. (to the east) and Shattuck Ave. S. (north road to the north). Public transportation, King County METRO and Sound Transit, is available to the north of the site in the South Renton Park and Ride Transit area, across S. Grady Way and is within walking distance of the proposed project. The site development proposes 231 parking stalls within surface lots which exceeds parking code requirements for the proposed uses, categorized as a shopping center. The applicant has requested a parking modification to increase the number of parking stalls above that required by code. Please refer to aforementioned section on Parking. The ERC placed a mitigation measure on the project requiring a Transportation Mitigation Fee. The Transportation Mitigation Fee is based on a rate of $75.00 per new average daily trip generated by the project. Construction truck hauling hours are limited to between 8:30 a.m. to 3:30 p.m. under the Development Guidelines Ordinance in order to avoid conflicts with peak hour traffic. The Traffic Planning Section will review construction-related impacts prior to issuing final construction permits. (G) PROVISION OF ADEQUATE LIGHT AND AIR The four buildings are proposed to provide windows on the public/customer elevations of the buildings to provide light to enter. The buildings would be setback from each other to allow for light to penetrate and air to circulate around. It appears that shadows would not be cast on public areas or a wind-tunnel effect would occur due to the siting and height of the proposed structures which would be generally one-story. Exterior onsite lighting, including security lighting is regulated by code. Compliance with this code (RMC 4-4-075) ensures that all building lights are directed onto the building or the ground and can not trespass beyond the property lines. Staff does not anticipate that exterior lighting would impact the surrounding buildings and the adjacent uses provided code requirements are met. HEX_RVexpansion.doc City of Renton PIBIPW Departme/ RENTON VILLAGE EXPANSION 2llU5 PUBLIC HEARING DATE: JULY 19,2005 Preliminary Report to the Hearing Examiner LUA-05-061, SA-H ECF Page 11 of 11 (H) MITIGATION OF NOISE, ODORS AND OTHER HARMFUL OR UNHEALTHY CONDITIONS It is anticipated that the most significant noise, odor and other potentially harmful impacts would occur during the construction phase of the project. The applicant has submitted a Construction Mitigation Plan that provides measures to reduce construction impacts such as noise, control of dust, traffic controls, etc. The proposed development would not generate any harmful or unhealthy conditions. There would be noise impacts of increased traffic and activity that are normally associated with a residential population. The applicant has indicated that the trash collection and recycling areas will be contained within the building. (I) AVAILABILITY OF PUBLIC SERVICES AND FACILITIES TO ACCOMMODATE THE PROPOSED USE Fire Department, Police and Parks staff have indicated existing facilities are adequate to accommodate the subject proposal, subject to the applicant's payment of the necessary impact fees. The City's Environmental Review Committee (ERC) required the applicant to pay a Fire Mitigation Fee in the amount of $0.52 per square foot of new commercial building area prior to the issuance of building permits. The appropriate Transportation Mitigation Fee based on $75.00 per each new average daily trip associated with the project was required by the City's ERC. Water service and other utilities are available and would be extended and or relocated as necessary to the structures as required by City code. (J) PREVENTION OF NEIGHBORHOOD DETERIORATION AND BLIGHT The proposal would develop a site that is currently vacant. The proposal would result in the expansion of an existing shopping center development containing four new buildings with coordinated site improvements including landscaping, parking, signage and lighting. It is anticipated that the proposal would contribute to the Automall District by developing a vacant site and providing additional investment in the area. No deterioration or blight is expected to occur as a result of this proposal. H. RECOMMENDATION: Staff recommends approval of the Renton Village ExpanSion 2005, Project File No. LUA-05-061, SA-H, ECF subject to the following conditions. 1. The applicant shall work with staff on the revision to the site plan to reduce the number of parking spaces within Lot C2. The revised site plan shall be submitted prior to the issuance of building permits for those buildings located on Lot C2. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager. 2. A revised landscaping plan shall be prepared to reflect the revised parking/site layout: to correctly illustrate landscaping installation by Discount Tire; and to add landscaping around the multi-tenant building. The plan(s) shall be submitted prior to the issuance of building permits for both Discount Tire and the multi tenant building. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager. EXPIRATION PERIODS: Site Plan Approvals (SA): Two (2) years from the final approval (signature) date. HEX_RVexpansion.doc \ o - - I~ ---- -I ~ ~ 72ZIIm* -72DIDIIDI --72ZIDOIlI3Z7 _1C1111 6't·2.. '/Z22IIQIDSI 7ZDIIGSIII 72ZIDDIDS2 72DICIII:S33 0I!UiIl0t --...... - ~i i ~ ~I ~, ~' ~ ~I il f,:';':." -.::£=~ -;;:=-~-:~.-~~_::.J;:;J~'-~:=~t.1J--~--. d 1/ !! ~ ::' ~\1 -.. ""."..... .. -1 .. -' -.. --'"'"',,,,i' . ·/···~;tf,O;;·: .. 01 'I''''<'~:''''' :2"t\t7 . ~ ... ~. '. "··~~·~~l!".,: .. ~~'<. """ l.~ ;-r /~ \ ~I. 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CD R-8 H3 -30 T23N R5E E 112 ~ ZONING ----Renton dil7 Llmit,w ~ ~ TICIDOCAL SDVlCBS 1l\l y r230 "yo G3 1"'800 19 T23N R5E E 1/2 S319 Z NING MAP BOC RESIDENTIAL ~ Resource Conservation ~ Residential 1 dulac ~ Residential 4, dulac ~ Residential 8 dulac ~ Residential Manufaclured Homes I R-I0 I Residential 10 dulac I R-14! Residential 14 dulac I RH-rl Residential Multi-Family IRM-T I Residential Multi-Family TraditionaJ IRH-U I Residential Multi-Family Urban Center- MIXED USE CENTER ~ Center Village lue-Ntl Urban Center -North 1 IUC-N21 Urban Center -North 2 ~ Center Downtown- ~ Commercial/Office/Residential COMMERCIAL ~ Commercial Arterial- ~ Commercial Office- ~ Commercial Neichborhood 2 T22N R!;E INDUSTRIAL W Industrial -Heavy ~ Industrial -Medium o Industrial -Ugbt <P) Publicly owned -----Renton City Limits __ ~_ Adjacent City Limits _ Book Pages Boundary KROLL PAGE • May includ~ Overlay Districts. See Appendix maps. For addiUonal regulations in Overlay Districts, . please see RMC 4-3. PAGE# INDEX SECTfTOYVNmANGE Printed by print & Mail Svcs, City of Renton CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE-MITIGATED MITIGATION MEASURES APPLICATION NO(S): LUA05-061, ECF, SA-H PROJECT NAME: Renton Village Expansion 2005 APPLICANT: Jay Decker, PE, W&H Pacific, Inc. LOCATION OF PROPOSAL: 355, 365, & 375 South Grady Way DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Hearing Examiner Site Plan approval for the construction of four commercial buildings and associated surface parking and landscaping on Lots C2, C3 and C4 of the Renton Village Shopping Center. The proposal includes: a 5,200 sq. ft. restaurant (Applebee's) on Lot C4; a 5,000 sq. ft. bank (Wells Fargo) on Lot C3; a 7,850 sq. ft. auto store (Discount Tire Co.) and a 9,000 sq. ft. multi-tenant retail building on Lot C2. The site is zoned Commercial Arterial and is in the Automall Improvement District -Area B. Access to the site would be via two private drives from South Grady Way and South Renton Village Place. LEAD AGENCY: MITIGATION MEASURES: The City of Renton Department of Planning/Building/Public Works Development Planning Section 1. The project shall be required to comply with the Department of Ecology (DOE) Manual for erosion and sedimentation control. 2. The applicant shall provide detention facility volume as compensatory storage for all filled areas of the site located within the 100 year FEMA floodplain elevation below NGVD 1929 or elevation 27.58 NAVD 1988. The satisfaction of this requirement is subject to the review and approval of Development Services at the time of the utility/construction permit submittal. 3. The applicant shall pay the appropriate Fire Mitigation Fee based on $0.52 per square foot of building area. The fee shall be paid at the time of building permit issuance . . ------4-:--The applicant -shatt-pay -the-appr opr iate"franspor lalio" Mittgationree based on--a-ram--of $iS:OO perea-etr new average daily trip associated with the project, estimated at 1,037 trips. The fee shall be paid prior to the issuance of building permits. E'j..J7 l Susan Fiala -Renton/Discount Tire From: To: Date: Subject: Susan Discount Tire "Craig Koeppler" <ckoeppler@qwest.net> <Sfiala@ci.renton.wa.us> 07/08/200511 :16:58 AM Renton/Discount Tire Height to top of parapet will be 24'. The drive in bays are indeed on the north side of the building. A minor modification to the landscape plan will be appropriate. Discount Tire is just now ramping up their planning effort and will be more responsive to our informational requests regarding layout. We had to orient the building for purposes of our Site Plan, prior to their specific planning efforts for this site. As to your questions regarding parking, there are logical explanations for the site layout and what is the appearance of excess parking. Discount Tire If you look at the Discount Tire site, the south facade of the building is coincident with an overhead transmission line easement. The easement is labeled "Building Setback", however. In effect the easement is a building setback, but in reality, the easement (Bonneville Power/City of Seattle) prohibits any and all building within the easement area. That easement surrounds the site on the south and west boundaries and therefore impacts the 9,000 SF building, the Discount Tire building and the Wells Fargo building. In addition, remember that the Cinema site is underparked and was permitted to be underparked by City of Renton. The Cinema is a "non-peak" parking user, and thus complements the use of parking in the area south of Discount Tire. I would like to add that much of the area south of Discount Tire is already improved with paved parking and utilized by the AMC Cinema. That parking area must remain available to AMC Cinema or we would be in technical default of the lease with the cinema Applebee's/Wells Fargo Another reason we have excess parking is a similar easement issue on the north side of Wells Fargo and Applebee's. Again, note the "Building Setback" nomenclature on the Site Plan in your possession. This is not a building setback in the zoning/development sense, but a "No Build" easement area granted to McDonald's. We are prohibited form placing buildings and/or landscaping in that area that would obstruct visibility to the McDonald's building. Parking is, however permitted under the "No Build" easement language. [ Susan Fiala -Renton/Discount Tire Tenant Requirements Rarely, do tenant parking requirements coincide with zoning guidelines. In the instance of Applebee's, one of thechallenges early on ioni the lease negotiation process was their requirement for 105 parking stalls in the immediate vicinity of their building. That requirement impacted the parking area for Wells Fargo and the 9,000 SF retail building. Without that parking availibility, Applebee's would not approve this site. Susan, on all your future communications regarding the site please copy me. Jay is certainly better equipped to handle questions related to engineering issues. Questions related to the site and site plan, are probably best answered by this office. We look forward to providing you with immediate assistance relative to any concerns or questions you have regarding the site plan. One further note, I met with Mr. Watts and Mr. Pietsch earlier this week only with respect to a requirement in the environmental review, relative to drainage. We look forward to receiving any comments you have early next week, so that we may adequately prepare for our hearing on the 19th. Thanks for the opportunity to respond. Craig R. Koeppler Vice President Parkway Capital, Inc., 520 Pike Street, Suite 1500 Seattle, Washington 98101 206.682.6868 x 14 cc: "'Decker, Jay'" <JDecker@whpacific.com> Page 2[ STATE OF WASHINGTON, COUNTY OF KING } AFFIDA VIT OF PUBLICATION PUBLIC NOTICE Tom Meagher, being first duly sworn on oath that he is the Legal Advertising Representative of the King County Journal a daily newspaper, which newspaper is a legal newspaper of general circulation and is now and has been for more than six months prior to the date of publication hereinafter referred to, published in the English language continuously as a daily newspaper in King County, Washington. The King County Journal has been approved as a Legal Newspaper by order of the Superior Court of the State of Washington for King County .. The notice in the exact form annexed was published in regular issues of the King County Journal (and not in supplement form) which was regularly distributed to its subscribers during the below stated period. The annexed notice,a Public Notice was published on June 20,2005. The full amount of the fee charged for said foregoing publication is the sum of $102.00. c;L~ Tom Meagher Legal Advertising Representative, King County Journal ~me this 20th day of June, 2005. Jody r. Barton \\\,lIlII"" ",'\ \.... BA hili, ~ ~ ~ ... -.:.~l'. ;,~ .:-0 ~~OT~y·". 0.A~ S '-;~ \.,... ~ = EX~ \: : en 04/28/2009 : Z = .. ~ ~~-~7 ~ ~~ .... PomJ~C ~ "',. 0......... ~ '1111 'I<' W~ \"". ",,, ... ,'\\' Notary Public for the State of Washington, Residing in Kirkland, Washington P.O. Number: Cost of publishing this notice includes an affidavit surcharge. NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE & PUBLIC HEARING RENTON, WASHINGTON The Environmental Review Committee has issued a Determination of Non-Significance- Mitigated for the following project under the authority of the Renton Municipal Code. Renton Village Expansion 2005 LUA05-061, ECF, SA-H Location: 355, 365, & 375 S Grady Way. The applicant is requesting Environmental (SEPA) Review and Hearing Examiner Site Plan approval for the construction of four commercial buildings and associated surface parking and landscaping on Lots C2, C3 and C4 of the Renton Village Shopping Center. This proposal includes: Applebee's, Wells Fargo, Discount Tire Co., and a 9,000 sq. ft. multi- tenant retail building. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on July 1, 2005. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional infor- mation regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers, City Hall, on July 19, 2005 at 9:00 AM to consider the Site Plan. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. Interested parties are invited to attend the public hearing. Published in the King County Journal June 20,2005.#859466 Kathy Keolker-Wheeler, Mayor July 8, 2005 Glenn J. Amster 1420 5th Avenue, Suite 4100 Seattle, WA 98101-2338 CITY. RENTON PlanningIBuildinglPublic Works Department Gregg Zimmerman P.E.,Administrator Subject: Renton Village Expansion -SW Grady Way (LUA 05-061) Dear Mr. Amster: The purpose of this letter is to discuss your concerns on the storm drainage comments listed under the Determination of Non-Significance-Mitigated Advisory Notes. Note 3 under the Plan Review--Surface Water/Storm Drainage Advisory Notes reads as follows: • The proposed project must identify the upstream tributary drainage area. An upstream hydrologic analysis will be required determining the upstream offsite design flows for the bypass storm system. The bypass storm system and all storm conveyance system design must be done as specified in the 1990 King County Surface Water Design Manual. Typically, a project would be required to identify the upstream tributary drainage area to determine the design flows for a bypass. However, it is usually the case that there is not an existing bypass already in place. Since the Renton Village Expansion project does have an existing, functioning bypass and all the engineer is proposing is to relocate that bypass with the same size pipe diameter, and since as you state in your letter of July 7,2005, " ... the proposed Project will not contribute to or otherwise affect the upstream drainage system in any manner whatsoever," this project will not be required to submit an upstream hydrologic analysis. If you have any questions please call Arneta Henninger at 425-430-7298. Neil Watts, Director Development Services Division cc: Kayren Kittrick, Development Engineering Supervisor Arneta Henninger, Engineering Specialist LUA05-061 ------l-=-O-SS-=-S-=-o-u....,.th-G-=-r-ad-,-y-W-a-y---R-e-nt-o-n,-W-a-sh-i-ng-t-on-9-g0-S-S------~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE ·:fe Kathy Keolker-Wheeler. Mayor CITY ,-,F RENTON Planning/BuildingIPublic Works Department Gregg Zimmerman P.E., Administrator July 5,2005 Jay Decker, P.E. W & H Pacific, Inc. 3350 Monte Villa Parkway Bothell, WA 98021 SUBJECT: Renton Village Expansion 2005 LUA05-061 Dear Mr. Decker: This letter is to inform you that the appeal period ended on July 1 , 2005 for the Environmental Review Committee's (ERC) Determination of Non-Significance -Mitigated for the above- referenced project. No appeals were filed on the ERC determination. This decision is final. The applicant must comply withali' ERC Mitigation Measures. A Hearing Examiner Public Hearing has been scheduled f()r JlJly 19, 2005, where Site Plan Conditions may be issued. If you have any questions, please feel free to contact me at (425) 430-7382. For the Env·ronmental Review Committee, ~ Susan Fiala Senior Planner cc: RVA Center, LLC -Attn: Craig Koeppler / Owner Glenn Amster / Party of Record --------:}:""::O-=-SS-=-S-=-o-u-=th-G-=-r-ad-=-y-=W,---a-y---=R:-e-nt-o-n,-W:-a-sh-=i-ng-t-on-98-0-S-S------~ ® This paper contains 50% recycted material, 30% post consumer AHEAD OF THE CURVE CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 16th day of June, 2005, I deposited in the mails of the United States, a sealed envelope containing ERC Determination documents. This information was sent to: Agencies See Attached Jay Decker, PE -W&H Pacific, Inc. Contact RVA Center, LLC -Attn: Craig Koeppler Owner (Signature of Sen STATE OF WASHINGTON SS COUNTY OF KING I certify that I know or have satisfactory evidence that Stacy Tucker signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. - Dated: acv U~V1.---------Notary Public in and for the Sate 0 Notary (Print): My appointment expires: Renton Village Expansion LUA05-061, ECF, SA-H template -affidavit of service by mailing Dept. of Ecology * Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 WSDOT Northwest Region" Attn: Ramin Pazooki King Area Dev. Serv., MS-240 PO Box 330310 Seattle, WA 98133-9710 US Army Corp. of Engineers" Seattle District Office Attn: SEPA Reviewer PO Box C-3755 Seattle, WA 98124 Jamey Taylor" Depart. of Natural Resources PO Box 47015 Olympia, WA 98504-7015 KC Dev. & Environmental Servo Attn: SEPA Section 900 Oakesdale Ave. SW Renton, WA 98055-1219 Metro Transit Senior Environmental Planner Gary Kriedt AGENCY (DOE) LETTER MAILING (ERe DETERMINATIONS) WDFW -Stewart Reinbold * Muckleshoot Indian Tribe Fisheries Dept. " c/o Department of Ecology Attn: Karen Walter or SEPA Reviewer 3190 160th Ave SE 39015 -172nd Avenue SE Be"evue, WA 98008 Auburn, WA 98092 Duwamish Tribal Office" Muckleshoot Cultural Resources Program * 4717 W Marginal Way SW Attn: Ms Melissa Calvert Seattle, WA 98106-1514 39015 172nd Avenue SE Auburn, WA 98092-9763 KC Wastewater Treatment Division * Office of Archaeology & Historic Environmental Planning Supervisor Preservation" Ms. Shirley Marroquin Attn: Stephanie Kramer 201 S. Jackson ST, MS KSC-NR-050 PO Box 48343 Seattle, WA 98104-3855 Olympia, W A 98504-8343 City of Newcastle City of Kent Attn: Mr. Micheal E. Nicholson Attn: Mr. Fred Satterstrom, AICP Director of Community Development Acting Community Dev. Director 13020 SE 72nd Place 220 Fourth Avenue South Newcastle, WA 98059 Kent, W A 98032-5895 Puget Sound Energy City of Tukwila Municipal Liason Manager Steve Lancaster, Responsible Official Joe Jainga 6300 Southcenter Blvd. 201 South Jackson Street KSC-TR-0431 PO Box 90868, MS: XRD-01W Tukwila,WA 98188 Seattle, WA 98104-3856 Be"evue, WA 98009-0868 Seattle Public Utilities Real Estate Services Title Examiner 700 Fifth Avenue, Suite 4900 PO Box 34018 Seattle, WA 98124-4018 ~ --------_._---------- Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the checklist, PMT's, and the notice of application. " Also note, do not mail Jamey Taylor any of the notices she gets hers from the web. Only send her the ERC Determination paperwork. -------------.------- . template -affidavit of service by mailing ----- ENVIRONMENTAL DETERMINATION & PUBLIC HEARING ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE -MITIGATED (DNS-M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: Renton Village Expansion 2005 PROJECT NUMBER: LUA05'()61, ECF, SA-H LOCATION: 355,365, & 375 5 Grady Way DESCRIPTION: The applicant Is requesting Environmental (SEPA) Review and Hearing examiner Site Plan approval for the construction of four commercial buildings and 8860clated surface parking and landscaping on Lot. C2, C3 and C4 of the Renton Village Shopping Center. The proposal Includes: 8 5.200 sq. ft. rMtaurant (Applebee'.) on Lot C4; a 5,000 sq. ft. bank (WeUs Fargo) on Lot C3; a 7,850 sq. 't. auto store (Discount Tire Co.) and 8 9.000 sq. n. multi-tenant retail building on Lot C2. The site Is zoned Commercial Artenal and Is In the Automallimprovement District· Area B. Access to the site would be via two private drives from South Grady Way and South Renton Village Place. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be flied In writing on or before 5:00 PM on July 1. 2005. Appeals mu.t be fned In writing together with the required $75.00 application tee with: Hearing Examiner, City of Renton, 1056 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional Information regarding the appeal process may be obtained from the Renton City CIork'. Office, (425) 430-6510. A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE 7TH FLOOR OF CITY HALL, 1055 SOUTH GRADY WAY, RENTON, WASHINGTON, ON JULY 19, 2005 AT 9:00 AM TO CONSIDER THE SITE PLAN. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, THE APPEAL WILL BE HEARD AS PART OF THIS PUBLIC HEARING. ~v. ... ~ q tl " i i· ~~E£l FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT (425) 430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please Include the project NUMBER when calling for proper file Identification. CERTIFICA TION I, Deeek.. JQ[~Lr; ,her~by certify that =s copies of ~he above document __ ~"--R~~L€\\\\, were posted by me In ~ conspICUOUS places or nearby the descnbed property on .;-' ~~"-·····'-~-<1A.II, ~ ;. ~ .. ·~c.\ON ~~.:~ 'I ~ /./ ,-Q:' _.~~ "'T,(j'. ~ DATE: 6~ t6-OS SIGNED: ~i 02 ,,~Ji2 :l!~OTAR'It;\ '"P '//f I :0 _.-en : . if , : P \C ATIESJ: Subscnbed and sworn before me, a Notary Public, in and for the State of I. ". UBL : ? 'lt1ru ,onthe J day of J'AlcJ 200r. 'l,tP ·~ .. "a~19~()~_'·-~C5 " <::::J f NOTARY PUBLIC SIGNATURE: ". ~ .....•••• ,~~r:> , '()FW;:Sf\' " ENVIRONMENTAL DETERMINATION & PUBLIC HEARING ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE -MITIGATED (DNS-M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: Renton Village Expansion 2005 PROJECT NUMBER: LUA05-061, ECF, SA-H LOCATION: 355,365, & 375 S Grady Way DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and Hearing Examiner Site Plan approval for the construction of four commercial buildings and associated surface parking and landscaping on Lots C2, C3 and C4 of the Renton Village Shopping Center. The proposal includes: a 5,200 sq. ft. restaurant (Applebee's) on Lot C4; a 5,000 sq. ft. bank (Wells Fargo) on Lot C3; a 7,850 sq. ft. auto store (Discount Tire Co.) and a 9,000 sq. ft. multi-tenant retail building on Lot C2. The site is zoned Commercial Arterial and is in the Automall Improvement District -Area B. Access to the site would be via two private drives from South Grady Way and South Renton Village Place. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on July 1, 2005. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional Information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE 7TH FLOOR OF CITY HALL, 1055 SOUTH GRADY WAY, RENTON, WASHINGTON, ON JULY 19, 2005 AT 9:00 AM TO CONSIDER THE SITE PLAN. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, THE APPEAL WILL BE HEARD AS PART OF THIS PUBLIC HEARING. fl)v, '(' ~W; ;, (t II " i i· ~~E13 FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT (425) 430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please include the project NUMBER when calling for proper file identification. Kathy Keolker-Wheeler, Mayor June 16, 2005 Jay Decker, P.E. W & H Pacific, Inc. 3350 Monte Villa Parkway Bothell, WA 98021 SUBJECT: Renton Village Expansion 2005 LUA05-061, ECF, SA-H Dear Mr. Decker: CITY )F RENTON PlanningIBuildinglPublic Works Department Gregg Zimmerman P.E., Administrator This letter is written on behalf of the Environmental Review Committee (ERC) and is to advise you that they have completed their review of the subject project. The ERC issued a threshold Determination of Non-Significance-Mitigated with Mitigation Measures. Please refer to the enclosed Mitigation Measures document. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on July 1, 2005. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are . governed by City of Renton Municipal Code Section .4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on July 19, 2005 at 9:00 AM to consider the Site Plan. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. If the Environmental Determination is appealedj the appeal will be heard as part of this public hearing. The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeal rights more fully, if you choose to do so. , If you have any questions or desire clarification of the above, please call me at (425) 430-7382. For the Environmental Review Committee, Susan Fiala Senior Planner cc: RVA Center, LLC -Attn: Craig Koeppler fOwner Enclosure ------------}-O-55-S-o-u-th-G-r-ad-y-W-a-y---R-e-nt-on-,-W-a-Sh-i-ng-t-on--98-0-5-5-------------~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE Kathy Keolker-Wheeler, Mayor June 16, 2005 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 CITY F RENTON PlanningIBuildingIPublic Works Department Gregg Zimmerman P.E., Administrator Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERG) on June 14,2005: DETERMINATION OF NON-SIGNIFICANCE -MITIGATED PROJECT NAME: PROJECT NUMBER: LOCATION: Renton Village Expansion 2005 LUA05-061, ECF, SA-H 355, 365, & 375 South Grady Way DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and Hearing Examiner Site Plan approval for the construction of four commercial buildings and associated surface parking and landscaping on Lots C2, C3 and C4 of the Renton Village Shopping Center. The proposal includes: a 5,200 sq. ft. restaurant (Applebee's) on Lot C4; a 5,000 sq. ft. bank (Wells Fargo) on Lot C3; a 7,850 sq. ft. auto store (Discount TjreCo.) and a 9,000 sq. ft. multi-tenant retail building on Lot C2. The site is zoned Commercial Arterial and is in the Automall Improvement District -ArE~a B. Access to the site would be via two private drives from South Grady Way and South Renton Village Place. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on July 1, 2005. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. If you have questions, please call me at (425) 430-7382. For the Environmental Review Committee, ~~ Susan Fiala Senior Planner cc: King County Wastewater Treatment Division WDFW, Stewart Reinbold David F. Dietzman, Department of Natural Resources WSDOT, Northwest Region Duwamish Tribal Office Karen Walter, Fisheries, Muckleshoot Indian Tribe (Ordinance) Melissa Calvert, Muckleshoot Cultural Resources Program US Army Corp. of Engineers Stephanie Kramer, Office of Archaeology & Historic Preservation _E-n-c-lo-su-r-e_--IO-S-S-s-ou-t-h-G-ra-d-Y-W-a-Y-_-R-e-nt-on-,-W-a-s-hi-n-gt-o-n-9-g-0S-S-------~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA05-061, ECF, SA-H APPLICANT: Jay Decker, PE, W &H Pacific PROJECT NAME: Renton Village Expansion 2005 DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Hearing Examiner Site Plan approval for the construction of four commercial buildings and associated surface parking and landscaping on Lots C2, C3 and C4 of the Renton Village Shopping Center. The proposal includes: a 5,200 sq. ft. restaurant (Applebee's) on Lot C4; a 5,000 sq. ft. bank (Wells Fargo) on Lot C3; a 7,850 sq. ft. auto store (Discount Tire Co.) and a 9,000 sq. ft. multi-tenant retail building on Lot C2. The site is zoned Commercial Arterial and is in the Automall Improvement District -Area B. Access to the site would be via two private drives from South Grady Way and South Renton Village Place. LOCATION OF PROPOSAL: LEAD AGENCY: 355,365,375 South Grady Way The City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21 C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on July 1, 2005. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. PUBLICATION DATE: June 20, 2005 DATE OF DECISION: June 14, 2005 SIGNATURES: Gregg Zim e an, minlstrator DATE Departme t Pia ning/Building/Public Works De~p~atok DATE DATE Renton Fire Department CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE-MITIGATED MITIGATION MEASURES APPLICATION NO(S): LUA05-061, ECF, SA-H PROJECT NAME: Renton Village Expansion 2005 APPLICANT: Jay Decker, PE, W&H Pacific, Inc. LOCATION OF PROPOSAL: 355, 365, & 375 South Grady Way DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Hearing Examiner Site Plan approval for the construction of four commercial buildings and associated surface parking and landscaping on Lots C2, C3 and C4 of the Renton Village Shopping Center. The proposal includes: a 5,200 sq. ft. restaurant (Applebee's) on Lot C4; a 5,000 sq. ft. bank (Wells Fargo) on Lot C3; a 7,850 sq. ft. auto store (Discount Tire Co.) and a 9,000 sq. ft. multi-tenant retail building on Lot C2. The site is zoned Commercial Arterial and is in the Automall Improvement District -Area B. Access to the site would be via two private drives from South Grady Way and South Renton Village Place. LEAD AGENCY: MITIGATION MEASURES: The City of Renton Department of Planning/Building/Public Works Development Planning Section 1. The project shall be required to comply with the Department of Ecology (DOE) Manual for erosion and sedimentation control. 2. The applicant shall provide detention facility volume as compensatory storage for all filled areas of the site located within the 100 year FEMA floodplain elevation below NGVD 1929 or elevation 27.58 NAVD 1988. The satisfaction of this requirement is subject to the review and approval of Development Services at the time of the utility/construction permit submittal. 3. The applicant shall pay the appropriate Fire Mitigation Fee based on $0.52 per square foot of building area. The fee shall be paid at the time of building permit issuance. 4. The applicant shall pay the appropriate Transportation Mitigation Fee based on a rate of $75.00 per each new average daily trip associated with the project, estimated at 1 ,037 trips. The fee shall be paid prior to the issuance of building permits. , CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE-MITIGATED ADVISORY NOTES APPLICATION NO(S): LUA05-061, ECF, SA-H PROJECT NAME: Renton Village Expansion 2005 APPLICANT: Jay Decker, PE, W&H Pacific, Inc. LOCATION OF PROPOSAL: 355,365, & 375 South Grady Way DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Hearing Examiner Site Plan approval for the construction of four commercial buildings and associated surface parking and landscaping on Lots C2, C3 and C4 of the Renton Village Shopping Center. The proposal includes: a 5,200 sq. ft. restaurant (Applebee's) on Lot C4; a 5,000 sq. ft. bank (Wells Fargo) on Lot C3; a 7,850 sq. ft. auto store (Discount Tire Co.) and a 9,000 sq. ft. multi-tenant retail building on Lot C2. The site is zoned Commercial Arterial and is in the Automall Improvement District -Area B. Access to the site would be via two private drives from South Grady Way and South Renton Village Place. LEAD AGENCY: The City of Renton Department of Planning/Building/Public Works Development Planning Section Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. Fire 1. The preliminary fire flow is 3,500 GPM for the largest building and 2,500 GPM for the smallest building. One hydrant is required within 150 ft. of the structures and three (3) additional hydrants for the larger building and two (2) for the smaller building are required within 300 ft. of the structure. If the buildings are sprinklered, the fire flow for the larger building would be 1,750 GPM and 1,500 GPM for the rest of the buildings. This would reduce the hydrants to one hydrant within 150 ft. of each building and one additional hydrant within 300 ft. of each building. 2. Separate plans and permits are required for the installation of sprinkler and fire alarm systems. 3. Fire Department access roadways are required to within 150 ft. of all portions of the building's exterior. Roadways are a minimum 20-ft. width with a turning radius of 45 ft. outside and 25 ft. inside radius. Building 1. The project shall comply with the 2003 IBC, IMC, NEC and UPC. Plan Review -Surface Water/Storm Drainage 1. A conceptual drainage plan and report is required to be submitted with the formal application for a commercial project. The drainage control plan shall be designed in accordance with the 1990 King County Surface Water Manual. The drainage report shall contain a Level 1 Downstream Analysis. A Level 2 or 3 analysis (including a backwater analysis) may be required later to analyze the downstream storm conveyance system to verify that they have sufficient capacity to accommodate the increase in runoff from the proposed project. 2. The project is not exempt from detention because it does not direct discharge to any of the receiving waters listed in the 1990 KCSWDM that would allow for a peak runoff control exemption. 3. The proposed project must identify the upstream tributary drainage area. An upstream hydrologic analysis will be required determining the upstream offsite design flows for the bypass storm system. The bypass storm system and all storm conveyance system des nust be done as specified in the 1990 g County Surface Water Design Manual at the time of civil/utility plan review submittal. 4. The two upstream tributary bypass basins need to be delineated on the basin (Fig 6) map. The map needs to show the complete storm system network for the east basin that serves the parking area north of the Thriftway and the storm system on the north side of the project site that comes down Grady Way. The basin map in the report is completely missing this information. S. The elevation datum (either NGVD 1929 or NAVD 1988) to which the Base Flood Elevations are referenced shall be indicated on the plans. 6. The conceptual drainage plan shall show the location of the FEMA 100 year floodplain. Note that filling areas in the FEMA Floodplain elevation below 24 NGVD 1929 or elevation 27.S8 NAVD 1988 will be required to provide Compensatory Storage. 7. All buildings constructed in the Special Flood Hazard Area shall complete a FEMA Elevation Certificate. 8. The building Finish Floor elevation shall be 1 foot above the FEMA 100 year floodplain elevation. 9. The Surface Water SDC fees are $0.249 (but not less than $71S) per square foot of new impervious area. These fees are collected at the time a construction permit is issued. Plan Review -Water 1. Per the City of Renton Fire Marshall the preliminary fire flow for this project is 3,SOO GPM for the largest building. The City of Renton code states that when the fire flow exceeds 2,SOO GPM, the fire hydrants shall be served by a watermain which loops around the building or complex of buildings and reconnects back into a distribution supply main. 2. The Water Utility section has performed a fire flow analysis using the hydraulic model of our water system and has determined that a new 10-inch looped water main around the proposed buildings will be required in order to provide the fire flow demand of 3,SOO gpm. 3. The improvements this project will be required to construct consist of about 1200 feet of new 10-inch water main, at least 4 new hydrants, fire sprinkler systems, and water meters for domestic and for landscape irrigation systems. 4. Any new construction must have one fire hydrant capable of delivering a minimum of 1,000 GPM and shall be located within 1S0 feet of the structure and additional hydrants (also capable of delivering a minimum of 1,000 GPM) within 300 feet of the structure. This distance is measured along the travel route. The number of additional hydrants required is dependent on the calculated fire flow. If the fire flow remains at 3,SOO GPM, four fire hydrants would be required for the largest building and three for the smallest structures if that fire flow remains at 2,SOO GPM. S. Permanent structures may not be located over City utilities. 6. Water System Development Charges of $0.213 per square foot gross area are required and are collected as part of the construction permit. Plan Review -San itary Sewer 1. Applicant needs to submit a sanitary sewer plan showing how they will apply sewer service to the new structures. Commercial building sewers shall be a minimum of 6 inches in diameter at a 2% slope. The sewer main shown is the sewer main that is currently under construction under a separate permit application. Note that the alignment has changed during the construction process. The plan submitted with the formal application does not reflect this new alignment. 2. The contractor is advised to coordinate with the contractor installing the above referenced sewer main to install the side sewer Tees or stubs (at the minimum). 3. Any use in the building subject to oils or grease shall require the installation of a grease removal system as determined at the time of plan review. Plan Review -Street Improvements 1. This project will not be required to do any street improvements for this site. 2. This project will not be required to do any additional street lights for this site. Plan Review -General 1. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 2. All civil engineering plans shall be Control network. into a minimum of two of the City of R In current Horizontal and Vertical 3. Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. ENVIRONMENTAL REVIEW COMMITTEE MEETING NOTICE June 14, 2005 To: Gregg Zimmerman, Planning/Building/Public Works Administrator Dennis Culp, Community Services Administrator Lee Wheeler, Fire Chief From: Jennifer Henning, Development Planning Meeting Date: Tuesday, June 14, 2005 Time: 9:00 AM Location: Sixth Floor Conference Room #620 Agenda listed below. Renton Vii/age Expansion 2005 (Fiala) LUA05-061, ECF, SA-H The applicant is requesting Environmental (SEPA) Review and Hearing Examiner Site Plan approval for the construction of four commercial buildings and associated surface parking and landscaping on Lots C2, C3 and C4 of the Renton Village Shopping Center. The proposal includes: a 5,200 sq. ft. restaurant (Applebee's) on Lot C4; a 5,000 sq. ft. bank (Wells Fargo) on Lot C3; a 7,850 sq. ft. auto store (Discount Tire Co.) and a 9,000 sq. ft. mUlti-tenant retail building on Lot C2. The site is zoned Commercial Arterial and is in the Automall Improvement District -Area B. Access to the site would be via two private drives from South Grady Way and South Renton Village Place. cc: K. Keolker-Wheeler, Mayor J. Covington, Chief Administrative Officer A. Pietsch, EDNSP Administrator ® B. Wolters, EDNSP Director ® J. Gray, Fire Prevention N. Watts, P/B/PW Development Services Director ® F. Kaufman, Hearing Examiner s. Engler, Fire Prevention ® J. Medzegian, Council S. Meyer, P/B/PW Transportation Systems Director R. Lind, Economic Development L. Warren, City Attorney ® STAFF REPORT A. BACKGROUND ERC MEETING DA TE Project Name: Owner: Applicant/Contact: File Number: Project Description: Project Location: Exist. Bldg. Area gsf: Site Area: RECOMMENDA TlON: Project Location Map City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL REVIEW COMMITTEE June 14, 2005 Renton Village Expansion 2005 RVA Center, LLC, Attn: Craig Koeppler, 520 Pike St., Suite 1400, Seattle, WA 98101 Jay Decker, PE, W&H Pacific, 3350 Monte Villa Pkwy, Bothell, WA 98021 LUA-05-061, ECF, SA-H Project Manager: Susan Fiala, AICP The applicant is requesting Environmental (SEPA) Review and Hearing Examiner Site Plan approval for the construction of four commercial buildings and associated surface parking and landscaping on Lots C2, C3 and C4 of the Renton Village Shopping Center. The proposal includes: a 5,200 sq. ft. restaurant (Applebee's) on Lot C4; a 5,000 sq. ft. bank (Wells Fargo) on Lot C3; a 7,850 sq. ft. auto store (Discount Tire Co.) and a 9,000 sq. ft. multi-tenant retail building on Lot C2. The site is zoned Commercial Arterial and is in the Automall Improvement District -Area B. Access to the site would be via two private drives from South Grady Way and South Renton Village Place. Continued on next page 355, 365 and 375 South Grady Way N/A 199,053 sq. ft. (4.57 acres) Proposed New Bldg. Area: 27,050 sq. ft. Total Building Area gsf: 27,050 sq. ft. Staff recommends that the Environmental Review Committee Issue a Determination of Non-Significance -Mitigated (DNS-M). cnV '("' ~~ :;, q t/ " -;t ci - - City of Renton PIBIPW Department Renton Vii/age Expansion 2005 REPORT OF JUNE 14, 2005 Envi lental Review Committee Staff Report LUA-05-061, ECF, SA-H Page 2 of 7 Project description continued: The project site is part of the Renton Village Shopping Center. Several previous land use applications were approved including a short plat, LUA 00-088, of which three lots are part of this subject site plan. The three lots, C2, C3 and C4 are vacant except for a pile of fill and some brush. The Renton Village Shopping Center currently includes a McDonald's restaurant, a movie theater, a grocery store (Thriftway), a multi-tenant structure (Starbucks, Rite Aid, pet store, etc.). The three existing lots of the proposal are sized as: C2 is 100,252 sq. ft. (2.3 acres); C3 is 57,978 sq. ft. (1.3 acres); and C4 is 40,823 sq. ft. (0.94 acres). The four buildings proposed on these lots include: a restaurant, Applebee's, with 5,200 sq. ft. on Lot C4; a multi tenant retail building with 9,000 sq. ft. on a portion of Lot C2; a bank, Wells Fargo, with 5,000 sq. ft. on Lot C3; and a tire store, Discount Tire Co., with 7,850 sq. ft. on a portion of Lot C2 for a total of 27,050 sq. ft. of new building area. The one-story buildings would range in height from 20 ft. to 30 ft. and include a variety of building materials (i.e. brick, stone, glass). Other site elements include surface parking areas (231 parking spaces) and site perimeter and interior landscaping. The applicant is requesting a modification to the parking standards to increase the number of parking spaces. This modification will be discussed as part of the Site Plan report. Primary access would be via an existing internal driveway, Lake Street, which is south of South Grady Way. The proposed buildings can also be accessed via other existing driveways serving the Renton Village Shopping Center coming from S. Grady Way and Talbot Rd. South. The site is zoned Commercial Arterial (CA). The subject site is designated Commercial Corridor (CC) on the City's Comprehensive Plan Land Use Map. The Commercial Corridor district is characterized by concentrated pre-existing commercial activity, primarily in a linear form, that provides necessary goods and services for daily living, accessible to nearby neighborhoods, serving a sub-regional market and accommodating large volumes of traffic. The site is also located within the Automall Overlay District. The northwest portion of the site is located within the FEMA 100-yr. floodplain. Rolling Hills Creek is approximately 350 ft. to the south of the subject site. There are no other known critical areas located on or near the subject site. B. RECOMMENDA TlON Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINA TION OF NON-SIGNIFICANCE Issue DNS with 14 da A eal Period. Issue DNS with 15 day Comment Period with Concurrent 14 day Appeal Period. C. MITIGA TlON MEASURES DETERMINA TION OF XX NON -SIGNIFICANCE -MITIGA TED. XX Issue DNS-M with 14 da A eal Period. Issue DNS-M with 15 day Comment Period with Concurrent 14 day Appeal Period. 1. The project shall be required to comply with the Department of Ecology (DOE) Manual for erosion and sedimentation control. 2. The applicant shall provide detention facility volume as compensatory storage for all filled areas of the site located within the 100 year FEMA floodplain elevation below NGVD 1929 or elevation 27.58 NAVD 1988. The satisfaction of this requirement is subject to the review and approval of Development Services at the time of the utility/construction permit submittal. 3. The applicant shall pay the appropriate Fire Mitigation Fee based on $0.52 per square foot of building area. The fee shall be paid at the time of building permit issuance. 4. The applicant shall pay the appropriate Transportation Mitigation Fee based on a rate of $75.00 per each new average daily trip associated with the project, estimated at 1,037 trips. The fee shall be paid prior to the issuance of building permits. ERe _ RVAexpansion .doc City of Renton PIBIPW Depaltment Renton Vii/age Expansion 2005 REPORT OF JUNE 14, 2005 D. ENVIRONMENTAL IMPACTS En vi lental Review Committee Staff Repolt LUA-05-061, ECF, SA-H Page 30f7 In compliance with RCW 43.21 C. 24 0, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. 1. Earth Impacts: The applicant was submitted a Geotechnical Engineering Study prepared by GeoEngineers. Inc., dated March 3, 2005. This report was specifically prepared for the Wells Fargo Bank building proposed as part of the subject site plan supplemented with the geotechnical report prepared in 1992 for the entire site (Renton Village Shopping Center). The 4.57 acre site is generally flat with an average slope of two percent (2%). An access driveway crosses the lots in an east/west direction and overhead transmission lines extend in a north-south direction along the western edge of the site. As part of the 1992 study, eight borings were made that encountered variable subsurface conditions, but generally consist of fill and alluvial soils over sandstone bedrock. The fill consists of loose to medium dense fine or fine to medium sand with varying amounts of silt, gravel, and cobbles. The fill in underlain by a complex sequence of soft peat, soft to medium stiff silt and organic silt, and loose to dense sand overlaying bedrock. The study continues to state that a test pile program was conducted at and near the site as part of the preliminary design phase for a previously conceived site development scheme. Eight deep foundations were installed and remain present below the site. These deep foundations, according to the study, may conflict with future building foundations or other improvements and if the piles are directly located below the proposed foundation, that they should be demolished to a depth of three feet below the new foundation so that the pile does not affect the soil/structure performance of the new foundation. Specifically for the proposed bank building, the study concluded that it can be supported on shallow foundations and a slab-on-grade and is anticipated that all other structures would be constructed with the same type of foundation. The bank vault area may also be supported on a shallow mat foundation, provided that the vault area is preloaded. The pre-load fill thickness should be at least four feet in depth for the building and six feet in the vault area. Additional fill (surcharge fill) may be placed over the pre-load fill in order to reduce the time required for the expected settlements to occur. The pre-load is anticipated to remain for 10 to 12 weeks or until settlement marker data indicate that consolidation of the underlying compressible strata is largely complete. According to the applicant, grading of the site would require approximately 500 cubic yards of cut and 2,000 cubic yards of fill. Fill is proposed to be imported from a permitted borrow pit. In review of the seismic hazard potential, the building will follow the 2003 International Building Code (IBC) and the forces on the bank building, specifically, be determined utilizing Site Class E (site soil profile). Lateral spreading and landslides are very unlikely to occur due to the level topography of the site. In order to reduce the potential for erosion and sedimentation to the site and to adjacent properties, staff recommends additional mitigation including that the project be designed and comply with the Department of Ecology's (DOE) Manual to control both. Mitigation Measures: The project shall be required to comply with the Department of Ecology (DOE) Manual for erosion and sedimentation control. Policy Nexus: SEPA Environmental Regulations. 2. Surface Water/Floodplain Impacts: The applicant submitted a Preliminary Technical Information Report (TIR) prepared by W&H Pacific dated March 25, 2005 with the land use application. The northwest portion of the site lies within the FEMA 100-yr. floodplain, containing the proposed bank building. The report states the existing stormwater bypass system which runs through the site will be replaced by a new layout flowing around the western perimeter of the site. All of the existing drainage and water quality treatment facilities were ERC_RVAexpansion.doc City of Renton PIBIPW Oepartment Renton Vii/age Expansion 2005 REPORT OF JUNE 14, 2005 En vi len tal Review Committee Staff Report LUA-05-061, ECF, SA-H Page 4 of 7 designed to a complete build-out condition and were designed to the 1990 King County Surface Water Design Manual (KCSWDM) and City of Renton standards. The upstream analysis indicates the upstream basin to the Renton Village site is not well defined. It appears there is runoff from a portion of S. Grady Way to the north and possible runoff from existing asphalt parking to the west of the site. There also appears to be off-site flow from adjacent asphalt parking to the east. This upstream runoff is routed through a 12-inch bypass pipe which becomes an 18-inch pipe through the middle of the Renton Village site and flows to the south and connects to an existing catch basin in the adjacent property. The report continues to discuss the downstream analysis which began approximately 30 ft. to the south of the site property line, where the 18-inch on-site bypass pipe connects to an existing manhole. In addition to the 18-inch bypass pipe inlet, two 8-inch pipe inlets, a 15-inch pipe inlet, and an 18-inch outlet pipe tie into the manhole. The stormwater continues to flow south in a 100-ft. long, 18-inch diameter pipe until reaching another manhole. The pipe becomes 24-inches for 15 ft. and reaches another manhole before flowing 45 ft. east in a 36-inch pipe. The pipe flows south for 220 ft. before reaching an oil/water separator. From the separator, the 36-inch pipe continues south for an additional 60 ft. before discharging into an existing ditch. The stormwater then flows 460 ft. in a drainage ditch before entering a 48-inch concrete culvert which continues west to the 1-405 interchange. The consultant states that no major capacity or erosion problems were evident during the site investigation. However, the City of Renton Stormwater staff has observed capacity problems and flooding on the Renton Village site. The report reviewed retention/detention and stated the site is located in a direct discharge basin. Therefore, formal detention has not been proposed. However, the site lies within the FEMA 100-yr. floodplain. Since areas within this floodplain will be filled to meet building requirements, additional capacity would be provided for on-site compensatory storage. However, staff notes that the report nor the plan indicates how this would be accomplished. Staff also notes that the project is not exempt from detention because it does not direct discharge to any of the receiving waters listed in the 1990 KCSWDM that would allow for a peak runoff control exemption. Staff further comments that areas filled in the FEMA floodplain elevation below NGVD 1929 or elevation 27.58 NAVD 1988 are required to provide compensatory storage and this requirement has not been addressed in the report or on the plans. To ensure that the project is designed to accommodate the required detention volume to provide for compensatory storage due to the fill within the floodplain, staff recommends that the applicant provide detention facility volume as compensatory storage for all filled areas of the site located within the 100 year FEMA floodplain elevation below NGVD 1929 or elevation 27.58 NAVD 1988 as a mitigation measure. Water quality is required as the proposal contains more than one acre of new impervious surface subject to vehicular use. A concrete wet vault is proposed. The building downspouts are proposed to be directed to the bypass line and would not be sent to the water quality conveyance system. The on-site conveyance system is proposed as two systems. One tightline system would collect and convey the "clean" runoff and connect to the bypass conveyance system. The remainder of the site would be routed to the wet vault for water quality treatment. Per the Renton MuniCipal Code, the applicant is required to design the project to comply with the 1990 KCSWDM; address all flood hazard issues (i.e. Elevation certificate, buildings constructed one ft. above floodplain, etc.); and meet all other applicable codes. Mitigation Measures: The applicant shall provide detention facility volume as compensatory storage for all filled areas of the site located within the 100 year FEMA floodplain elevation below NGVD 1929 or elevation 27.58 NAVD 1988. The satisfaction of this requirement is subject to the review and approval of Development Services at the time of the utility/construction permit submittal. Policy Nexus: SEPA Environmental Regulations 3. Fire Protection Impacts: Fire Prevention staff indicate that sufficient resources exist to furnish services to the proposed development, subject to the condition that the applicant provide required improvements and fees. The proposal would add new construction to the City, which would potentially impact the City's Fire Emergency Services. Therefore, the applicant will be required to pay a Fire Mitigation Fee based on $0.52 per square foot of building area. The fee is estimated at $14,066.00 ($0.52 x 27,050 sq. ft. = $14,066.00) and is payable prior to the issuance of building permits. ERC_RVAexpansion.doc City of Renton PIBIPW Department Renton Vii/age Expansion 2005 REPORT OF JUNE 14, 2005 En vi lental Review Committee Staff Report LUA-05-061, ECF, SA-H Page 50f7 Mitigation Measures: The applicant shall pay the appropriate Fire Mitigation Fee based on $0.52 per square foot of building square footage. The fee shall be paid prior to the issuance of building permits. Policy Nexus: SEPA Environmental Regulations; Fire Mitigation Fee Resolution No. 2913, Ordinance 4527. 4. Access/Transportation Impacts: A Traffic Impact Analysis (TIA) was required as part of the project and submitted with the land use application. The TIA was prepared by Transportation Engineering North West, dated March 24, 2005. Access to the Renton Village Shopping Center is currently provided by two signalized intersections on S. Grady Way, two stop controlled driveways on Grady, and driveways on S. Renton Village Place. The year 2006 was used as the project buildout for the analysis. The analysis reviewed existing conditions, transit facilities in the area, trip generation and peak hour operations at several intersections. The existing arterial roadways that would be used as routes to and from the site include S. Grady Way (east-west road to the north), Talbot Rd. S. (to the east) and Shattuck Ave. S. (north road to the north). The distribution of project generated PM peak hour traffic was estimated that 50% is to/from the west on Grady; 10% to/from the north on Shattuck Ave. S.; 15% to/from the east on Grady; and 25% to/from the south on Talbot Rd. S. Public transportation, King County METRO and Sound Transit, is available to the north of the site in the South Renton Park and Ride Transit area, across S. Grady Way. The site development proposes 231 parking stalls within surface lots which exceeds parking code requirements for the proposed uses, categorized as a shopping center. The applicant has requested a parking modification to increase the number of parking stalls above that required by code. The modification will be discussed as part of the forthcoming Hearing Examiner Site Plan Review staff report. The Renton Village expansion would generate new vehicular trips to the city's street system and, therefore, is required to pay a traffic mitigation fee .. Based in the ITE Trip Generation Manual for the Land Use Code 820, Shopping Center and pass-by trip reductions associated with the expansion were also estimated. The Transportation Mitigation Fee is calculated at a rate of $75.00 per net new average daily trip associated with the project. The development is projected to generate 1,037 new daily trips. The fee for this proposal is estimated at $77,775.00 (1,037 trips x $75.00 = $77,775.00). The fee is payable prior to the issuance of building permits. Mitigation Measures: The applicant shall pay the appropriate Transportation Mitigation Fee based on a rate of $75.00 per each new average daily trip associated with the project, estimated at 1,037 trips. The fee shall be paid prior to the issuance of building permits. Policy Nexus: SEPA Environmental Regulations: Transportation Mitigation Fee Resolution No. 3100, Ordinance 4527. E. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental/Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. --K-Copies of al/ Review Comments are contained in the Official File. Copies of al/ Review Comments are attached to this report. Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 PM on July 1, 2005. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. ERC_RVAexpansion.doc City of Renton PIBIPW Department Renton Vii/age Expansion 2005 En vi lental Review Committee Staff Report LUA-05-061, ECF, SA-H REPORT OF JUNE 14,2005 Page 6 of 7 Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. Fire 1. The preliminary fire flow is 3,500 GPM for the largest building and 2,500 GPM for the smallest building. One hydrant is required within 150 ft. of the structures and three (3) additional hydrants for the larger building and two (2) for the smaller building are required within 300 ft. of the structure. If the buildings are sprinklered, the fire flow for the larger building would be 1,750 GPM and 1,500 GPM for the rest of the buildings. This would reduce the hydrants to one hydrant within 150 ft. of each building and one additional hydrant within 300 ft. of each building. 2. Separate plans and permits are required for the installation of sprinkler and fire alarm systems. 3. Fire Department access roadways are required to within 150 ft. of all portions of the building's exterior. Roadways are a minimum 20-ft. width with a turning radius of 45 ft. outside and 25 ft. inside radius. Building 1. The project shall comply with the 2003 IBC, IMC, NEC and UPC. Plan Review -Surface Water/Storm Drainage 1. A conceptual drainage plan and report is required to be submitted with the formal application for a commercial project. The drainage control plan shall be designed in accordance with the 1990 King County Surface Water Manual. The drainage report shall contain a Level 1 Downstream Analysis. A Level 2 or 3 analysis (including a backwater analysis) may be required later to analyze the downstream storm conveyance system to verify that they have sufficient capacity to accommodate the increase in runoff from the proposed project. 2. The project is not exempt from detention because it does not direct discharge to any of the receiving waters listed in the 1990 KCSWDM that would allow for a peak runoff control exemption. 3. The proposed project must identify the upstream tributary drainage area. An upstream hydrologic analysis will be required determining the upstream offsite design flows for the bypass storm system. The bypass storm system and all storm conveyance system design must be done as specified in the 1990 King County Surface Water Design Manual at the time of civil/utility plan review submittal. 4. The two upstream tributary bypass basins need to be delineated on the basin (Fig 6) map. The map needs to show the complete storm system network for the east basin that serves the parking area north of the Thriftway and the storm system on the north side of the project site that comes down Grady Way. The basin map in the report is completely missing this information. 5. The elevation datum (either NGVD 1929 or NAVD 1988) to which the Base Flood Elevations are referenced shall be indicated on the plans. 6. The conceptual drainage plan shall show the location of the FEMA 100 year floodplain. Note that filling areas in the FEMA Floodplain elevation below 24 NGVD 1929 or elevation 27.58 NAVD 1988 will be required to provide Compensatory Storage. 7. All buildings constructed in the Special Flood Hazard Area shall complete a FEMA Elevation Certificate. 8. The building Finish Floor elevation shall be 1 foot above the FEMA 100 year floodplain elevation. 9. The Surface Water SOC fees are $0.249 (but not less than $715) per square foot of new impervious area. These fees are collected at the time a construction permit is issued. Plan Review -Water 1. Per the City of Renton Fire Marshall the preliminary fire flow for this project is 3,500 GPM for the largest building. The City of Renton code states that when the fire flow exceeds 2,500 GPM, the fire hydrants shall be served by a watermain which loops around the building or complex of buildings and reconnects back into a distribution supply main. 2. The Water Utility section has performed a fire flow analysis using the hydraulic model of our water system and has determined that a new 10-inch looped water main around the proposed buildings will be required in order to provide the fire flow demand of 3,500 gpm. 3. The improvements this project will be required to construct consist of about 1200 feet of new 10-inch water main, at least 4 new hydrants, fire sprinkler systems, and water meters for domestic and for landscape irrigation systems. 4. An new construction must have one fire h drant ca able of deliverin a minimum of 1,000 GPM and shall be ERC_RVAexpansion.doc City of Renton PIBIPW Department Renton Villa e Ex ansion 2005 REPORT OF JUNE 14, 2005 Envi 'ental Review Committee Staff Report LUA-05-061, ECF, SA-H Page 70'7 located within 150 feet of the structure and additional hydrants (also capable of delivering a minimum of 1,000 GPM) within 300 feet of the structure. This distance is measured along the travel route. The number of additional hydrants required is dependent on the calculated fire flow. If the fire flow remains at 3,500 GPM, four fire hydrants would be required for the largest building and three for the smallest structures if that fire flow remains at 2,500 GPM. 5. Permanent structures may not be located over City utilities. 6. Water System Development Charges of $0.213 per square foot gross area are required and are collected as part of the construction permit. Plan Review -Sanitary Sewer 1. Applicant needs to submit a sanitary sewer plan showing how they will apply sewer service to the new structures. Commercial building sewers shall be a minimum of 6 inches in diameter at a 2% slope. The sewer main shown is the sewer main that is currently under construction under a separate permit application. Note that the alignment has changed during the construction process. The plan submitted with the formal application does not reflect this new alignment. 2. The contractor is advised to coordinate with the contractor installing the above referenced sewer main to install the side sewer Tees or stubs (at the minimum). 3. Any use in the building subject to oils or grease shall require the installation of a grease removal system as determined at the time of plan review. Plan Review -Street Improvements 1. This project will not be required to do any street improvements for this site. 2. This project will not be required to do any additional street lights for this site. Plan Review -General 1. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 2. All civil engineering plans shall be tied into a minimum of two of the City of Renton current Horizontal and Vertical Control network. 3. Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. ERC_RVAexpansion.doc :I: ~ 0 Q 0 ~ .. 8a. ~ 1 ~o t ~~ m en """8 O::::! ~ fo-C'Ij ~~ -.~~ ~ . (/)0 ""'0 S2~ 2 ~ ~ I 0 - ~. ------------- ~ ---- ;1 i i ~ t, f1 ~. V)\\ () \ C\ \\ -\ \ -,j ~, r\:: (,)\~ "r-\ \.1 \ '~'-~-})\" ~.,,-\ 'l J4" )~ '~\ -) \/ \ \ \ ~~ \ \ \ ~ \ I \ :;;:~,~" i! \ . -\ ~ \ ~, \ ,il \ ~i . k! ., ~ \ \ ... r~'·"'H""· 1ft. '!"'-:'\,~k, ... :I~":'t~~; ~·;;~:f:'. ~ .. 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ClUJ <: Q? ~~"'''' \' §~~5 ~ ll:iS(§<..> if I'-I-~C/)o Il:~-J :5 2 ~" ~~ il ~I ~ rttttffi ;PI :1:1;1 ~ ~. e • ~ i , ~ ~ ~ lEX~~-l lEU ,j&~ Il~JS ~ l 0 ~ .... ~;;.:;.:! ,,""III iiia rs R~i T ~. II~I ~ ~ r i~! i ~ ~~~ll i, z II ~ F& .. I I ~ ~ ~"!~"'!"'! ~~: § m~~ IJIIIGllOI" ... I a5 aaa 50. i ~~ ~~im~ ~~ ~mm ~~ RR 17 ~:~~- '~ iI ~~ i~ ~ ,..o'{ s. G '" RVA LAND LLC. RENTON VILLAGE EXPANSION PRELIMINARY LANDSCAPE PLAN 1- ~ ~. , _v-'-__ ~\"'\""\ 1\ " \ \ " , ", ,,\ ~, \.\~ i ,," .-\. ' --l ~ n -\ \\ \ -~\\'" \\\ \ '\ ~ ! -'- ~" . \ ' , \ \\,\\,\, ~c= dtl-' j: . . _i~ ~\: -;i ~ ;; ;; ~ .. ,.----< r '! '-----.....:_, .--' ',,- II 1'~lfil S 111m: M-/P-SfA-Cl'P5PJI ~.~ ..... ~-'" 'R ;~ ~.: hi ~ ~ ! .;: '" ,~.pt .~t...~/ " ~ ~ -~ I O£SJGN£D BT.' ~ 0I£Cf<'E1) BY: -.l!!!!- ORAIIN BY; ~ APF'RO'o(D BVO: .KJO LAST EDlr. (J'J/l8/OS OAT(' BY FlCV CK' \ \ '" '" \ , , RVA LAND LLC. RENTON VILLAGE EXPANSION COMPOSITE UTILITY PLAN . :'.~;-' -,£,,,,' ~'n, ,~ :,!I '. ~ i '--""'--'"'f'=-=' : -~~_,,,,l''''_' "-' __ , __ it ! ..... :--;J:~E~"~'~~<: ... :C~L··" ________ _ --..-;/ I ! 1+ .... /\ J ~ Ii • Ii I II I ~~.-- • CD '"0 0:::: :>...1 ~I .. ~ .... I J:::Ll CD F3 .. 18 T23N RSE E 112 CA~!m1;m~~/LD.·. "A R-l H3 .. 30 T23N RSE E 112 ~ ZONING ~ !'=. TlCBNlCAL 8IllVlCBS - - - -RentoD City Umlt,l 19 T23N R5E E 1/2 5319 )NING MAP BO~ < lB·"··'"1 " f . , 26T2~N R4E RESIDENTIAL ~ Resource Conservation ~ Residential 1 dulac ~ Residential " dulac ~ Residential 8 dulac ~ Residential Manufactured Homes I R-10 I Residential 10 dulac I R-14) Residential 14 dulac I RM-r! Residential Multi-Family I RM-T I Residential Multi-Family Traditional I RH-U I Residential Multi-Family Urban Center- MIXED USE CENTER ~ Center Village \UC-Nl\ Urban Center -North 1 IUC-NZi Urban Center -North 2 ~ Center Downtown- ~ Commercial/Office/Residential COMMERCIAL '. '. 2 T23N R5E '" "; INDUSTRIAL o Industrial -Heavy o Industrial -Medium o Industrial -Light (P) Publicly olfned _____ Renton City Limits __ ,_,_ Adjacent City Limits _ Book Pages Boundary 1 T2 o Commercial Arterial- ~ Commercial Office-o Commercial Neicbborbood KROLL PAGE • May include Overlay Districts. See Appendix maps. For additional regulations in Overlay Districts. please see RMC 4-3. Printed by Print & Mail Svcs. City of Renton PAGE# INDEX SECTfTOWNJRANGE DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM May 24, 2005 Susan Fiala Arneta Henninger X7298 RENTON VILLAGE EXPANSION APPLICATION LUA 05-061 355 S GRADY WAY I have completed my review on this application located in Section 19, Township 23N, Range 5E and have the following comments. Existing • Water --This project is not located in the Aquifer Protection Zone. This project site is located in the 196 Water Pressure Zone. The static pressure is approximately 70 psi at street level. A pressure reducing device is required to be installed on domestic meters when the static exceeds 75 psi. • Sanitary --There is an 8" and an 18" sanitary sewer main located on the site. • Storm --There are existing storm drainage facilities on the site. Portions of the site are mapped as being in the FEMA 100-year floodplain. There is existing flooding on the Renton Village property due to the presence of the FEMA 1 OO-year floodplain and insufficient conveyance capacity in existing storm systems on the Renton Village Shopping center area. Requirements: WATER: • Per the City of Renton Fire Marshall the preliminary fire flow for this project is 3,500 GPM for the largest building. The City of Renton code states that when the fireflow exceeds 2500 GPM, the fire hydrants shall be served by a watermain which loops around the building or complex of buildings and reconnects back into a distribution supply main. • The Water Utility section has performed a fire flow analysis using the hydraulic model of our water system and has determined that a new 10-inch looped water main around the proposed buildings will be required in order to provide the fire flow demand of 3, 500 gpm. Renton Village Application SWGradyWay • The improvements this project will be required to construct consist of about 1200 feet of new 10-inch water main, at least 4 new hydrants, fire sprinkler systems, and water meters for domestic and for landscape irrigation systems. • Any new construction must have one fire hydrant capable of delivering a minimum of 1,000 GPM and shall be located within 150 feet of the structure and additional hydrants (also capable of delivering a minimum of 1,000 GPM) within 300 feet of the structure. This distance is measured along the travel route. The number of additional hydrants required is dependent on the calculated fireflow. If the fireflow remains at 3500 GPM, four fire hydrants would be required for the largest building and three for the smallest structures if that fire flow remains at 2500 GPM. • Permanent structures may not be located over City utilities. • Water System Development Charges of $0.213 per square foot gross area are required. The Development Charges are collected as part of the construction permit. SANITARY SEWER: • Applicant needs to submit a sanitary sewer plan showing how they will apply sewer service to the new structures. Commercial building sewers shall be a minimum of 6 inches in diameter at a 2% slope. The sewer main shown is the sewer main that is currently under construction under a separate permit application. Note that the alignment has changed during the construction process. The plan submitted with the formal application does not reflect this new alignment. • The contractor is advised to coordinate with the contractor installing the above referenced sewer main to install the side sewer Tees or stubs (at the minimum). • Any use in the building subject to oils or grease shall require the installation of a grease removal system as determined at the time of plan review. STREET IMPROVEMENTS: • This project will not be required to do any street improvements for this site. • This project will not be required to do any additional street lights for this site. STORM DRAINAGE: • A conceptual drainage plan and report is required to be submitted with the formal application for a commercial project. The drainage control plan shall be designed in accordance with the 1990 King County Surface Water Manual. The drainage report shall contain a Level 1 Downstream Analysis. A Level 2 or 3 analysis (including a backwater analysis) may be required later to analyze the downstream storm conveyance system to verify that they have sufficient capacity to accommodate the increase in runoff from the proposed project. I:\Projects\RENTONVILLAGEEXPAN05GF.doc\cor Renton Village Application SWGradyWay • The project is not exempt from detention because it does not direct discharge to any of the receiving waters listed in the 1990 KCWMD that would allow for a peak runoff control exemption. • The proposed project must identify the upstream tributary drainage area. An upstream hydrologic analysis will be required determining the upstream offsite design flows for the bypass storm system. The bypass storm system and all storm conveyance system design must be done as specified in the 1990 King County Surface Water Design Manual. • The two upstream tributary bypass basins need to be delineated on the basin (Fig 6) map. The map needs to show the complete storm system network for the east basin that serves the parking area north of the Thriftway and the storm system on the north side of the project site that comes down Grady Way. The basin map in the report is completely missing this information. • The elevation datum (either NGVD 1929 or NAVD 1988) to which the Base Flood Elevations are referenced shall be indicated on the plans. • The conceptual drainage plan shall show the location of the FEMA 100 year floodplain. Note that filling areas in the FEMA Floodplain elevation below 24 NGVD 1929 or elevation 27.58 NAVD 1988 will be required to provide Compensatory Storage. • All buildings constructed in the Special Flood Hazard Area shall complete a FEMA Elevation Certificate. • The building Finish Floor elevation shall be 1 foot above the FEMA 100 year floodplain elevation. • The Surface Water SDC fees are $0.249 (but not less than $715) per square foot of new impervious area. These fees are collected at the time a construction permit is issued. GENERAL: • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. • All civil engineering plans shall be tied into a minimum of two of the City of Renton current Horizontal and Vertical Control network. • Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. cc: Kayren K. I:\Projects\RENTONVILLAGEEXPAN05GF.doc\cor City of Re ..• on Department of Planning / Building / Public •• vrks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ,J APPLICATION NO: LUA05-061, SA-H, ECF DATE CIRCULATED: MAY 19, 2005 APPLICANT: Ja Decker, W & H Pacific, Inc. PROJECT MANAGER: Susan Fiala MAY 20 200 PROJECT TITLE: Renton Villa e E ansion 2005 SITE AREA: 199,053 s uare feet LOCATION: 355,365,375 SW Grady Way SUMMARY OF PROPOSAL: The applicant is requesting Environmental Review and Hearing Examiner Site Plan review for the construction of four buildings on Lots C2, C3 and C4 of the Renton Village Shopping Center. The proposal includes: a 5,200 sq. ft. restaurant (Applebee's); a 5,000 sq. ft. bank (Wells Fargo); a 7,850 sq. ft. auto store (Discount Tire Co.) and a 9,000 sq. ft. multi- tenant retail building. The site is zoned Commercial Arterial and is in the Automall Improvement District -Area B. Access to the site would be via two private drives from South Grady Way and South Renton Village Place. The applicant is requesting a modification to the parking standards to increase the number of required parking stalls. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources PreseNation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of bable impact or areas where additional information' needed 0 property assess this proposal. Signature of Director or Authoriz Date City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: JUNE 2, 200S0EVELOPMENT SERVICES DATE CIRCULATED: MAY 19, 2005 APPLICANT: Ja Decker, W & H Pacific, Inc. PROJECT MANAGER: Susan Fiala PROJECT TITLE: Renton Villa e E ansion 2005 SITE AREA: 199,053 s uare feet LOCATION: 355,365,375 SW Grady Way SUMMARY OF PROPOSAL: The applicant is requesting Environmental Review and Hearing Examiner Site Plan review for the construction of four buildings on Lots C2, C3 and C4 of the Renton Village Shopping Center. The proposal includes: a 5,200 sq. ft. restaurant (Applebee's); a 5,000 sq. ft. bank (Wells Fargo); a 7,850 sq. ft. auto store (Discount Tire Co.) and a 9,000 sq. ft. multi- tenant retail building. The site is zoned Commercial Arterial and is in the Automall Improvement District -Area B. Access to the site would be via two private drives from South Grady Way and South Renton Village Place. The applicant is requesting a modification to the parking standards to increase the number of required parking stalls. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water LightIGlare Plants Recreation LandlShoreline Use Utilities Animals TranSlJOrlation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS )~~C;rl~ We have reviewed this application with particular attention to those areas in which we have expertise and have identifiedyeas of probable impact or areas where additi~ormati n is needed to properly assess this proposal. c:::2; ~ (j ~ "goa,"" of 0;"""" 0' A",ho<;"'" R,,,,,,,",, . • W-'-D...J,~----------- City of R_ ... on Department of Planning / Building / Public •• ~rks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: fl r-e.-COMMENTS DUE: JUNE 2, 2005 APPLICATION NO: LUA05-061, SA-H, ECF DATE CIRCULATED: MAY 19, 2005 APPLICANT: Jay Decker, W & H Pacific, Inc. PROJECT MANAGER: Susan Fiala PROJECT TITLE: Renton Village Expansion 2005 PLAN REVIEW: Arneta Henninger SITE AREA: 199,053 square feet BUILDING AREA (gross): 27,050 square feet LOCATION: 355,365,375 SW Grady Way /1,7." --WORK ORDER NO: ! 428 !', Ii ,----------____ ,I,i i .--0> ). L-~ " ... . " SUMMARY OF PROPOSAL. The applicant IS requesting EnVironmental ReView and ;lfiean g lan, EeVlew for the construction of four buildings on Lots C2, C3 and C4 of the Renton Village Shopping <?3~t~~. The proposal includes: .. 5,200 sq. ft. restaurant (Applebee's); a 5,000 sq. ft. bank (Wells Fargo); a 7,850 sq. ft. auto store IM!sQq nt ""ire.Co.land a 9,000 sq. ft. multi- tenant retail building. The site is zoned Commercial Arterial and is in the Automall Imp elill nt [l(bfrYct -JA~a~ccess'to the site would be via two private drives from South Grady Way and South Renton Village Place The pplicant is reque~ a 1T)0difipation to the parking standards to increase the number of required parking stalls. . A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS ---- Element of the Probable Probable More Element of the Probable Probable MOre Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS ed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or itional inform i is nee~d to properly assess this proposal. S p [) k ,.--- Date 7 I DATE: TO: FROM: SUBJECT: CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM May 20,2005 Susan Fiala, Senior Planner Jim Gray, Assistant Fire Marshal/l /J Renton Village Expansion, 355 S VradY Way MITIGATION ITEMS; 1. A fire mitigation fee of $14,066.00 is required based on $.52 per square foot of the buildings. FIRE CODE REQUIREMENTS: 1. The preliminary fire flow is 3500 GPM for the largest building and 2500 GPM for the smallest building. One hydrant is required within 150 feet of the structures and three additional hydrants for the larger building and two for the smaller building are required within 300 feet of the structure. If the buildings are sprinklered, the fire flow for the larger building would be 1750 GPM and 1500 GPM for the rest of the buildings. This would reduce the hydrants to one hydrant within 150 feet of each building and one additional hydrant with 300 feet of each building. 2. Separate plans and permits are required for the installation of sprinkler and fire alarm systems. 3. Fire Department access roadways are required to within 150 of all portions of the buildings exterior. Roadways are a minimum 20-foot width with a turning radius of 45 outside and 25 foot inside radius. Please feel free to contact me if you have any questions. City of Renton Department of Planning / Building / Public. ,arks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: .~ COMMENTS DUE: JUNE 2,2005 APPLICATION NO: LUA05-061, SA-H, ECF DATE CIRCULATED: MAY 19, 2005 APPLICANT: Jay Decker, W & H Pacific, Inc. PROJECT MANAGER: Susan Fiala PROJECT TITLE: Renton Village Expansion 2005 PLAN REVIEW: Arneta Henninger SITE AREA: 199,053 square feet BUILDING AREA (gross): 27,050 square feet LOCATION: 355,365,375 SW Grady Way I WORK ORDER NO: 77428 SUMMARY OF PROPOSAL: The applicant is requesting Environmental Review and Hearing Examiner Site Plan review for the construction of four buildings on Lots C2, C3 and C4 of the Renton Village Shopping Center. The proposal includes: a 5,200 sq. ft. restaurant (Applebee's); a 5,000 sq. ft. bank (Wells Fargo); a 7,850 sq. ft. auto store (Discount Tire Co.) and a 9,000 sq. ft. multi- tenant retail building. The site is zoned Commercial Arterial and is in the Automall Improvement District -Area 8. Access to the site would be via two private drives from South Grady Way and South Renton Village Place. The applicant is requesting a modification to the parking standards to increase the number of required parking stalls. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing. Air Aesthetics Wafer Light/Glare Plants Recreation Land/Shoreline Use Utifities Animals Transportation Environmental Health Public Services Energy! Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas wh re additional inform ion is needed to properly assess this proposal. I PROJECT LUA-05-061, SA-H, ECF Renton Village Expansion 2005 City of Renton Department of Planning I Building I Public Works ENVIRONMENTAL & DEVELOPMENTAL APPLICATION REVIEW SHEET (Continuation) POLICE RELATED COMMENTS 13.9 Police Calls for Service Estimated Annually CONSTRUCTION PHASE Theft from construction sites is one of the most commonly reported crimes in the City. To protect materials and equipment it is recommended that all materials and tools be locked up when not in use. The site should have security lighting, and any construction trailer or storage area should be completely fenced-in with portable chain-link fencing. The fence will provide both a physical and psychological barrier to any prospective criminal and will demonstrate that the area is private property. Construction trailers should be kept locked when not in use, and should be fitted with heavy-duty dead bolts with a minimum 1-1/2" throw when bolted. Glass windows in construction trailers should be shatter-resistant. Toolboxes and storage containers should be secured with heavy-duty padlocks and kept locked when not in use. "No Trespassing" signs should be posted on the property during the construction phase. These signs allow officers, upon contact, to provide a verbal warning to trespassers that should they be contacted on the property again, they could be cited and/or arrested. COMPLETED COMPLEX All exterior doors should be made of solid metal or metal over wood, with heavy-duty dead bolt locks, latch guards or pry-resistant cylinders around the locks, and peepholes. If glass doors are used, they should be fitted with the hardware described above and additionally be fitted with a layer of security film. Security film can increase the strength of the glass by up to 300%, greatly reducing the likelihood of breaking glass to gain entry. Access to the back of the buildings should be limited, preferably with security fencing, as these areas could be vulnerable to crime due to the lack of natural surveillance by business customers or tenants. It is recommended that the commercial areas be monitored with recorded security alarm systems installed. It's not uncommon for businesses to experience theft and/or vandalism during the hours of darkness. An auxiliary security service could be used to patrol the property during those times. It is important to direct all foot traffic into the main entrance of the buildings. Any alternative employee entrances should have coded access to prevent trespassing. Security Survey Page 1 of 2 05-061 If there are payphones outsid e businesses, it is recommended y be outgoing use only. Public payphones tend to attract drug traffic and having only the ability to call out on payphones severely hinders this type of activity. All areas of this project need to have adequate lighting. This will assist in the deterrent of theft from motor vehicle (one of the most common crimes in Renton) as well as provide safe pedestrian travel for customers utilizing the businesses. The structures should have building numbers clearly posted with numbers at least 6" in height and of a color contrasting with the building. This will assist emergency personnel in locating the correct location for response. Landscaping should be installed with the objective of allowing visibility -not too dense and not too high. Too much landscaping will make customers and employees feel isolated and will provide criminals with concealment to commit crimes such as burglary and malicious mischief (property destruction). It is key for a complex of this size to have appropriate lighting and signage. "No Trespassing" signs should be posted in conspicuous locations throughout the property, including entrances to the property and parking areas. I highly recommend that the developer have a Renton Police Crime Prevention Representative conduct a security survey of the premises once construction is complete. Security Survey Page 2 of 2 05-061 City of I ...... ton Department of Planning / Building / Public .. orks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT~ COMMENTS DUE: JUNE 2,2005 APPLICATION NO: LUA05-061, SA-H, ECF APPLICANT: Ja Decker, W & H Pacific, Inc. PROJECT TITLE: Renton Villa e Ex ansion 2005 SITE AREA: 199,053 s uare feet LOCATION: 355,365,375 SW Grady Way SUMMARY OF PROPOSAL: The applicant is requesting Environmental Review and Hearing Examiner Site Plan review for the construction of four buildings on Lots C2, C3 and C4 of the Renton Village Shopping Center. The proposal includes: a 5,200 sq. ft. restaurant (Applebee's); a 5,000 sq. ft. bank (Wells Fargo); a 7,850 sq. ft. auto store (Discount Tire Co.) and a 9,000 sq. ft. mUlti- tenant retail building. The site is zoned Commercial Arterial and is in the Automall Improvement District -Area B. Access to the site would be via two private drives from South Grady Way and South Renton Village Place. The applicant is requesting a modification to the parking standards to increase the number of required parking stalls. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utifities Animals Transportation Environmental Health Public Services ,/ Energy/ Historic/Cultural Natural Resources Preservation Airporl Environment fO,OOOFeet 14,000 Feet Q..Al VI u.Rllj Ccs+:) ~ aMu~ \3.1 o=s B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional info" ion is needed to properly assess this proposal. Date City of Renton Department of Planning / Building / Public .. Jrks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET --------------~~--~------r_--------------~~~~~~es REVIEWING DEPARTMENT: COMMENTS DUE: JUNE 2, 2005 crrv OF RENTON APPLICATION NO: LUA05-061, SA-H, ECF DATE CIRCULATED: MAY 19, 2005 APPLICANT: Ja Decker, W & H Pacific, Inc. PROJECT MANAGER: Susan Fiala PROJECT TITLE: Renton Villa e Ex ansi on 2005 SITE AREA: 199,053 s uare feet LOCATION: 355,365,375 SW Grady Way SUMMARY OF PROPOSAL: The applicant is requesting Environmental Review and Hearing Examiner Site Plan review for the construction of four buildings on Lots C2, C3 and C4 of the Renton Village Shopping Center. The proposal includes: a 5,200 sq. ft. restaurant (Applebee's); a 5,000 sq. ft. bank (Wells Fargo); a 7,850 sq. ft. auto store (Discount Tire Co.) and a 9,000 sq. ft. multi- tenant retail building. The site is zoned Commercial Arterial and is in the Automall Improvement District -Area B. Access to the site would be via two private drives from South Grady Way and South Renton Village Place. The applicant is requesting a modification to the parking standards to increase the number of required parking stalls. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energyl Historic/Cultural Natural Resources PreseNation Airport Environment fO,OOOFeet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS ': -../ /J A AI ~ ~ ~ ~iJ()3 /0 ...... / f.ffl~/ .A/~c... fUPc!-'- We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas whe~ dditional information is needed to properly assess this proposal. NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) DATE: LAND USE NUMBER: PROJECT NAME: May 19, 2005 LUA05-061, SA-H, ECF Renton Village Expansion 2005 PROJECT DESCRIPTION: The applicant is requesting Environmental Review and Hearing Examiner Site ptan review for the construction of four buildings on Lots C2, C3 and C4 of the Renton Village Shopping Center. The proposal Includes: a 5,200 sq. ft. restaurant (Applebee's); a 5,000 sq. ft. ba~k (Wells Fargo); a 7,850 sq. ft. a~to store (Discount Tire Co.) and a 9,000 sq. ft. multi-tenant retail building. The site IS zoned Commercial Arterial and IS In the Automall Improvement District -Area B. Access to the site would be via two pri~ate drives from South Grady Way and South Renton Village Place. The applicant is requesting a modification to the parking standards to increase the number of required parking stalls. PROJECT LOCATION: 355, 365, 375 SW Grady Way OPTIONAL DETERMINATION OF NON-SIGNIFICANCE, MITIGATED (DN5-M): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed ~roJect: Therefore, as permitted under the RCW 43.21 C.110, the City of Renton is using the Optional DNS-M process to g.lve notl~e that a DNS- M is likely to be issued. Comment periods for the project and the proposed DNS-M are Integ~at~ Into a slngl~ c!'.mment period. There will be no comment period following the issuance of the Threshold DeterminatIOn of Non-Slgnlflcance- Mitigated (DNS.M). A 14-day appeal period will follow the Issuance of the ONS·M. PERMIT APPLICATION DATE: NOTICE OF COMPLETE APPLICATION: May 10, 2005 May 19, 2005 APPUCANT/PROJECT CONTACT PERSON: Jay Decker, W & H Pacific, Inc.; Tel: (425) 951-4810 Eml: JdeckerOwhpaelflc.com PennttslRevlew Requested: Other Permits which may be required: Requested Studies: Location where application may be reviewed: PUBLIC HEARING: CONSISTENCY OVERVIEW: ZonlnglLand Use: Environmental Documents that Evaluate the Proposed Project: Development Regulations Used For ProJect MItigation: Environmental (SEPA) Review. Site Plan Approval Building, Construction, Utility. and Fire Permits Traffic Study, Geotechnical, and Storm Drainage Reports Planning/Building/Public Works Department, Development Services OMslon, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98055 PUbljc hearing is tentatively scheduled for July 1 9 2005 before the Renton Hearing Examiner In Renton Cquncil Chambers Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hafllocated at 1055 South Grady Way. The subject site Is designated Commercial Corridor (CC) on the City of Renton Comprehensive land Use Map and Commercial Arterial (CA) on the City's Zoning Map. These designations permit commercial and retail uses as proposed. Environmental (SEPA) Checklist The proposal Is subject to the City's Environmental (SEPA) Review Ordinance Zoning Code, Development Regulations, Public Works Standards, Building an< Fire Codes and other applicable building and construction standards. Proposed Mitigation M ... ures: The following Mitigation Measures will likely be Imposed on the proposed project. These recommended Mitigation Measures address project Impacts not covered by existing codes and regulations as cited above. Fire Mitigation Fee: Fee of $0.52 per square foot of new building construction; and Traffic Mitigation Fee: Fee of $75.00 per each new average weekday trip attributable to the proposal. Comments on the above application must be submitted In writing to Susan Fiala, Senior Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on June 2, 2005. This matter is also scheduled for a public hearing on July 19, 2005, at 9:00 AM, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are Interested In attending the hearing, please contact the Development Services Division, (425) 430-7282, to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date Indicated above, you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional information by mall, please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any deCision on this project. CONTACT PERSON: Susan Fiala, Senior Planner; (425) 430·7382 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION If you would like to be made a party of record to receive further information on this proposed project, complete lhls form and relum 10: City of Renton, Developmenl Planning, 1055 So. Grady Way, Renlon, WA 98055. File NoJName: LUAOS.Q61, SA-H, ECF I Renton Village Expansion 200S NAME: MAILING ADDRESS: ________________________ _ TELEPHONE NO.: ________ _ CEBIlfJCATION , ... <-e" ~ _ / _-----~\..~!:' .. ~4f. IIIII I, ~ ~ divV, '"' '}'~JG-~~tf?~~' copies of the above document were posted by me in ~ cfnsP.i.·af~"lPlac~·. 'arby the described property on ... CJ Ijj,~'" ~ ~ : -.-~: ~ ~ DATE: S -\ q -0 S % ~ :... ,oUBucSIG,NEJ/: ~ fR. . ''Y'. ..~: /I 'I, :,). ",~,< .... O~ : V ~ESYSUbscribed and sw()m before mt!~tr!£1~~iUft~r the State of W -b~ ,onthe ~):>,~ dayof~S~\~? . --.....:C=.-~ .. ./-J.'-I-!U~~__:~:.p;~~~_t2~ / U \\.\'\.'-"......... NOTARY P I, " i'- CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 19th day of May, 2005, I deposited in the mails of the United States, a sealed envelope containing NOA, Environmental Checklist, PMT's documents. This information was sent to: Agencies See Attached Surrounding Property Owners -NOA Only See Attached (Signature of Sender); ~. ~~ _"~"'~t;'~4;"'", _-no\\" •.••••.•.• C".c. " -':\'.' SION ' •• ~ I STATE OF WASHINGTON ) of ~~ .. ~\s ~.f~ .. '~ '" ) SS ; .... a OTA~ ~ .... --<' ~ .. .() ~ Y (11. , COUNTY OF KING ) ~ . -.-en i ~ , . ,., G . ' ~ (J)'. ""UB L\ :: . .. ~ ~'. .. ~~ I certify that I know or have satisfactory eVidence that Stacy Tucker \ "1;.,.··· •• 8-2 -01 ..... A....0 .: signed this instrument and acknowledged it to be his/her/their free and vOlu~~~l~~es and purposes mentioned in the instrument. II\\\\\~~ ...... ", ...... '" Dated~ d. D:t)eJS _c-J---...;.......:?;......~~~_-r-..J-'M~~=-=-++~ ____ _ V-·hington Notary (Print): _____ ---iM~A.;:.;RI~LYN~KA~M~C*_HEi:i::FF=_==~~-------- My appointment expires: MY APPOINTMENT EXPIRES 6-29·07 Renton Village Expansion 2005 LUA05-061, SA-H, ECF template· affidavit of service by mailing Dept. of Ecology" Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 WSDOT Northwest Region" Attn: Ramin Pazooki King Area Dev. Serv., MS-240 PO Box 330310 Seattle, WA 98133-9710 US Army Corp. of Engineers" Seattle District Office Attn: SEPA Reviewer PO Box C-3755 Seattle, WA 98124 Jamey Taylor" Depart. of Natural Resources PO Box 47015 Olympia, WA 98504-7015 KC Dev. & Environmental Servo Attn: SEPA Section 900 Oakesdale Ave. SW Renton, WA 98055-1219 Metro Transit Senior Environmental Planner Gary Kriedt AGENCY (DOE) LETTER MAILING (ERe DETERMINATIONS) WDFW -Stewart Reinbold" Muckleshoot Indian Tribe Fisheries Dept. " c/o Department of Ecology Attn: Karen Walter or SEPA Reviewer 3190 160th Ave SE 39015 _172nd Avenue SE Bellevue, WA 98008 Auburn, WA 98092 Duwamish Tribal Office" Muckleshoot Cultural Resources Program" 4717 W Marginal Way SW Attn: Ms Melissa Calvert Seattle, WA 98106-1514 39015 172nd Avenue SE Auburn, WA 98092-9763 KC Wastewater Treatment Division" Office of Archaeology & Historic Environmental Planning Supervisor Preservation" Ms. Shirley Marroquin Attn: Stephanie Kramer 201 S. Jackson ST, MS KSC-NR-050 PO Box 48343 Seattle, WA 98104-3855 Olympia, WA 98504-8343 City of Newcastle City of Kent Attn: Mr. Micheal E. Nicholson Attn: Mr. Fred Satterstrom, AICP Director of Community Development Acting Community Dev. Director 13020 SE 72nd Place 220 Fourth Avenue South Newcastle, WA 98059 Kent, WA 98032-5895 Puget Sound Energy City of Tukwila Municipal Liason Manager Steve Lancaster, Responsible Official Joe Jainga 6300 Southcenter Blvd. 201 South Jackson Street KSC-TR-0431 PO Box 90868, MS: XRD-01W Tukwila, WA 98188 Seattle, WA 98104-3856 Bellevue, WA 98009-0868 Seattle Public Utilities Real Estate Services Title Examiner 700 Fifth Avenue, Suite 4900 PO Box 34018 Seattle, WA 98124-4018 -------------- Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the checklist, PMT's, and the notice of application. " Also note, do not mail Jamey Taylor any of the notices she gets hers from the web. Only send her the ERC Determination paperwork. , ' " pnplate -affidavit of service by mailing i ..... 192305905403 CHEVRON TEXACO PROPERTY TAX DEPT POBOX 1392 BAKERSFIELD CA 93302 723160054208 RENTON REPLACEMENT PROPERTIES 2025 1 ST AV #700 SEATTLE WA 98121 334040163001 SUNSTONE OP PROPERTIES LLC 903 CALLE AMANECER SAN CLEMENTE CA 92673 192305907409 CUSHMAN & WAKEFIELD INC 200 SW MARKET ST #200 PORTLAND OR 97201 192305904307 RVA CENTER LLC CIO SANDORFFY M & CO 520 PIKE ST #1500 SEATTLE WA 98101 192305909603 LITHIA REAL ESTATE INC 260 E JACKSON ST MEDFORD OR 97501 ~St,(t£{ €.V'" 192305903200 -ReNX(\ 5/3'/()) STATE OF WASHINGTON DIST 1 DEPT TRAN RIE MS 118 15325 SE 30TH PL BELLEVUE WA 98007 NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) DATE: LAND USE NUMBER: PROJECT NAME: May 19, 2005 LUA05-061, SA-H, ECF Renton Village Expansion 2005 PROJECT DESCRIPTION: The applicant is requesting Environmental Review and Hearing Examiner Site Plan review for the construction of four buildings on Lots C2, C3 and C4 of the Renton Village Shopping Center. The proposal includes: a 5,200 sq. ft. restaurant (Applebee's); a 5,000 sq. ft. bank (Wells Fargo); a 7,850 sq. ft. auto store (Discount Tire Co.) and a 9,000 sq. ft. mUlti-tenant retail building. The site is zoned Commercial Arterial and is in the Automall Improvement District -Area B. Access to the site would be via two private drives from South Grady Way and South Renton Village Place. The applicant is requesting a modification to the parking standards to increase the number of required parking stalls. PROJECT LOCATION: 355, 365, 375 SW Grady Way OPTIONAL DETERMINATION OF NON-SIGNIFICANCE, MITIGATED (DNS-M): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.11 0, the City of Renton is using the Optional DNS-M process to give notice that a DNS- M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance- Mitigated (DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: NOTICE OF COMPLETE APPLICATION: May 10, 2005 May 19, 2005 APPLICANT/PROJECT CONTACT PERSON: Jay Decker, W & H Pacific, Inc.; Tel: (425) 951-4810 Eml: jdecker@whpacific.com Permits/Review Requested: Environmental (SEPA) Review, Site Plan Approval Other Permits which may be required: Building, Construction, Utility, and Fire Permits Requested Studies: Traffic Study, Geotechnical, and Storm Drainage Reports Location where application may be reviewed: Planning/Building/Public Works Department, Development Services Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98055 PUBLIC HEARING: Public hearing is tentatively scheduled for July 19. 2005 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 South Grady Way. CONSISTENCY OVERVIEW: Zoning/Land Use: Environmental Documents that Evaluate the Proposed Project: Development Regulations Used For Project Mitigation: The subject site is designated Commercial Corridor (CC) on the City of Renton Comprehensive Land Use Map and Commercial Arterial (CA) on the City's Zoning Map. These designations permit commercial and retail uses as proposed. Environmental (SEPA) Checklist The proposal is subject to the City's Environmental (SEPA) Review Ordinance, Zoning Code, Development Regulations, Public Works Standards, Building and Fire Codes and other applicable building and construction standards. Proposed Mitigation Meas The following Mitigation Measures will likely . 1posed on the proposed project. These recommended Mitigation Measures ISS project impacts not covered by existing codes and regulations as cited above • Fire Mitigation Fee: Fee of $0.52 per square foot of new building construction; and • Traffic Mitigation Fee: Fee of $75.00 per each new average weekday trip attributable to the proposal. Comments on the above application must be submitted In writing to Susan Fiala, Senior Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on June 2, 2005. This matter is also scheduled for a public hearing on July 19, 2005, at 9:00 AM, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are interested in attending the hearing, please contact the Development Services Division, (425) 430-7282, to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above, you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional information by mail, please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Susan Fiala, Senior Planner; (425) 430-7382 I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98055. File No.!Name: LUA05-061, SA-H, ECF / Renton Village Expansion 2005 NAME: MAILING ADDRESS: TELEPHONE NO.: ________ _ ~~~ •• ~ - CITY ~F RENTON PlanningIBuildinglPublic Works Department Gregg Zimmerman P.E., Administrator Kathy Keolker-Wheeler, Mayor May 19, 2005 Jay Decker, P.E. W & H Pacific, Inc. 3350 Monte Villa Parkway Bothell, WA 98021 Subject: Renton Vii/age Expansion 2005 LUA-05-061, SA-H, ECF Dear Mr. Decker: The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. It is tentatively scheduled for consideration by the Environmental Review Committee on June 14, 2005. Prior to that review, you will be notified if any additional information is required to continue processing your application. In addition, this matter is tentatively scheduled for a Public Hearing on July 19, 2005 at 9:00 AM, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. The applicant or representative(s) of the applicant are required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. Please contact me at (425) 430-7382 if ,you have any questions. Sincerely, ~ ~~ Susan Fiala Senior Planner cc: RVA Center, LLC / Owner ------------1-O-55-S-o-u-fu-a-r-ad-y-W-a-y---R-en-t-on-,-W-a-Sh-i-ng-to-n--98-0-5-5------------~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION ~~ NAME: 'RvA -...... \' -tV J I-t....-c.... hrrN: CRA J & KOf1?Pt£IZ PROJECT OR DEVELOPMENT NAME: Xe~T6N VH .. 1Af:tG eXPftNS/tAJ ADDRESS: Cj20 "PIlle 5reeeT; .suIre FfoO CITY: .. SgA-lfL.e ZIP: ~€>,ol PROJECT/ADDRESS(S)lLOCATION AND ZIP CODE: ~ J ~w5 ,ttND '?*? Sw ~,<It'D'I WAY TELEPHONE ~,uMBER: 1.Oto -&82-CoB!o--S ,;". ey..r. '\c.J .' :; APPLICANT (if oth~r than owner) ... '.1-. . , KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): \qi'?0'3Gf tOI) IQ-z.,'"3o.:;;q 102 ) 1~Z-""305q,z: ., NAME: ,j4~ ~ I -p," (3:. EXISTING LAND USE(S): UNPeVEWPcD COMPANY (if applicable): W-r H 'PltCl Fl C-. PROPOSED LAND USE(S): ~ FtL./ Rem 10 .. ... ,. .. ADDRESS: '?J:/fio MDNte \J 1lM\ Pk:.W,/ EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ( DM.'M.E.eCt A-L. U;}lJ24W<- CITY: 1301 #eLL-ZIP: qeOz./ PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): tJ/A TELEPHONE NUMBER 12;5 -qt]J-lfSI 0 EXISTING ZONING: LDl\.W.eWAL. Af<reR.J~l (C,A' .~ CONTACT PERSON PROPOSED ZONING (if applicable): N/A NAME: J A 'I-PB"Ck:b12 ) '1>8 SITE AREA (in square feet): ''t'LaE;3 5~ SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED COMPANY (if applicable): Wc\ H 'PAC\'FIC .. '~ ,.,.\, " ~, ''''': ' ,.", FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (if applicable): N//t ADDRESS: 3~:M6tJTE V (LLA Pt:::vJY PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET CITY: ~Ttte.LL ZIP: q~'L! ACRE (if applicable): rJllt. NUMBER OF PROPOSED LOTS (if apPlica~/A TELEPHONE NUMBER AND E-MAIL ADDRESS: ttl-54'? \-4<6l0 j dec¥.er @ tJhprific. fAJfY NUMBER OF NEW DWELLING UNITS (if a~/Able): Q:\WEB\PW\DEVSERV\Forms\PJanning\masterapp.doc08l29/03 PR ECT INFORMATION (conti I ... d) ~" NUMBER OF EXISTING o;/ALLING UNITS (if applicable): " PROJECTVAlUE:" .. SQUARE FOOTAGE OF PROPOSED RESIDENTIAL IS THE SITE LOCATED IN ANY TYPE OF BUILDINGS (if applicable): '" / A !=NVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): N/A o AQUIFER PROTECTION AREA ONE SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL o AQUIFER PROTECTION AREA lWO BUILDINGS (if applicable): /}.. (P I e&;O SP ~ FLOOD HAZARD AREA Z31 ,lR'VI sq, ft. SQUARE FOOTAGE OF EXISTING NON-R/1,DENTIAL • BUILDINGS TO REMAIN (if applicable): N r A o GEOLOGIC HAZARD sq. ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if o HABITAT CONSERVATION sq. ft. applicable): ~/g?D 5:: o SHORELINE STREAMS AND LAKES sq. ft. NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE o WETLANDS sq. ft. NEW PROJECT (if applicable): 40 LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following infonnation included) SITUATE IN THE Ne. QUARTER OF SECTION1i, TOWNSHIP ~'3, RANGE 5, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. " TYPE OF APPLICATION & FEES List all land use applications bei~g applied for: '.:) ." 1.Y~ITe PLAN 3. 2. eNvIRDrJMem-AL-~S\ 4. Staff will calculate applicable fees and postage: $ ___ _ AFFIDAVIT OF OWNERSHIP I, (Print Namels) +~aLJI~-=~~~~7---:-:~:--', statements and answers herein contained and the Notary Public in and for the State of Washington (Signature of OwnerlRepresentative) Notary (Print)~:\\:ej 5 \0 0 ~ My appointment expires: \;t--\§ ..... 0'8 Q:\WEB\PW\DEVSERV\Fonns\PJanning\masterapp.doc08/29/03 Renton Village Expansion -Legal Description: Lots C2, C3, and C4 of Short Plat LUA 00-088-SHPL as recorded under 20010124900005. .. - DATE: TO: FROM: CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM January 28, 2005 Susan Fiala, Senior Planner Jim Gray, Assistant Fire Marshal RE: Renton Village Expansion, 355 S Grady Way Fire Department Comments: DEVELOPMEN I PLANNfNG CITY OF RENTON t MAY 1 0 2005 RECEiVED 1. The preliminary fire flow is 3500 GPM for the largest building and 2500 GPM for the smallest buildings. One hydrant is required within 150 feet of the structures and three additional hydrants are required within 300 feet of the largest structure, two for the smallest structures. 2. A fire mitigation fee of $14,482.00 is required based on $.52 per square foot of the new buildings. 3. Separate plans and permit are required for the installation of sprinkler and fire alarm systems if installed. Depending on the use, sprinklers may be required. 4. Fire Department access roadways are required to within 150 feet of all portions of the building exterior. Roadways are a minimum 20 in width with a turning radius of 45 foot outside and 25 foot inside. 5. Fire department dead-end access roadways over 150 feet in length are required to have an approved turnaround. 6. Provide a list of flammable, combustible or hazardous chemicals that are used or stored on site. Please feel free to contact me if you have any questions. ~---~------------ MEMORANDUM DATE: TO: Construction Services, Fire Prevention, Plan Review,/it.ofJDm;c Dev Project Planner' FROM: Neil Watts, Development Services Division Director SUBJECT: New Preliminary Application: ~t/n1zrM 01 1/1115 Utd41?l0 LOCATION: ---,,'3,--~_q-_...=;c5_o--=e~fZ-~AP_'/~_tu_n~y_----:--_____ _ PREAPP NO. --'~I---'Pf2£QI.-.~" ~5-..:...l.::"O~/L-~ ________ ----'-__ _ A meeting with the applicant has "been scheduled for I CJ -~ tJ 0 1'JWv, Thursday, Fe 6. / () -rtA-Zb 1J5" ,in one of the 6th floor conference rooms (new City HaJJ). If this meeting is scheduled at 1 0:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11 :00 AM to allow time to prepare for the 11 :00 AM meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved priorto formal land use and/or building permit application submittal. Plan Reviewer assigned is llindtLe Please submit your written comments to OLt.6aK) least two (2) days before the meeting. Thank you. H:\DivisioD.s\Develop.ser\Dev & Plan.ing\Template\Preapp2 Revised 12104 (Planner) at DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM February 2,2005 Susan Fiala Arneta Henninger X7298 RENTON VILLAGE EXPANSION PREAPPLICATION PRE 05-012 355SGRADYWAY NOTE ON PRELIMINARY REVIEW COMMENTS CONTAINED IN TIDS REPORT: The following comments on development and permitting issues are based on the pre- application submittals made·to the City of Renton by the applicant. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision makers (e.g. Hearing Examiner, Boards of Adjustment, Board of Public Works and City Council). Review comments may also need to be revised based on site planning and other design changes required by the City or made by the applicant. I have completed my review on this preapplication located in Section 19, Township 23N, Range 5E and have the following comments. WATER~ • This project site is located in the 196 Water Pressure Zone. The static pressure is approXimately 70 psi at street level. A pressure reducing device is required to be installed on domestic meters when the static exceeds 75 psi. • Per the City of Renton Fire Marshall the preliminary fire flow for this project is 3,500 GPM for the largest building. The City of Renton code states that when the fireflow exceeds 2500 GPM, the fire hydrants shall be served by a watermain which loops around the building or complex of buildings and reconnects back into a distribution supply main. • The Water Utility section has performed a fire flow analysis using the hydraulic model of our water system and has determined that a new 10-inch looped water main around the proposed buildings will be required in order to provide the fire flow demand of 3, 500 gpm. • The improvements this project will be required to construct consist of about 1200 feet of new 10-inch water main, at least 4 new hydrants, fire sprinkler systems, and water meters for domestic and for landscape irrigation systems. . :. -. Renton Village Preapplicatio 355 S Grady Way • Any new construction must have one fire hydrant capable of delivering a minimum of 1,000 GPM and shall be located within 150 feet of the structure and additional hydrants (also capable of delivering a minimum of 1,000 GPM) within 300 feet of the structure. This distance is measured along the travel route. The number of additional hydrants required is dependent on the calculated fireflow. If the fireflow remains at 3500 GPM, four fire hydrants would be required for the largest building and three for the smallest structures if that fire flow remains at 2500 GPM. • Permanent structures may not be located over City utilities. • Water System Development Charges of $0.213 per square foot gross area may be required if not previously paid. The Development Charges are collected as part of the construction permit. Please note that any parcel that currently has water and or sewer service is eligible for a prorated system development charge. Your project will be reviewed to determine how much redevelopment credit applies . . SANITARY SEWER: • There is an 8" and an 18" sanitary sewer main located on the site. . ~ . : . • Applicant needs to submit a sanitary ?ewer plan showing how they will apply sewer . service to the new structures. Commercial building sewers shall be a minimum of 6 inches in diameter at a 2% slope. It appears that the sewer main shown is the sewer'. main that is currently in for review under a separate permit application. • Any use in the building(s) subject to oils or grease shall require the installation of a grease removal system as determined at the time of plan review. • System Development Charges (SOC) are $0.126 per square foot. These fees are collected at the time a construction permit is issued. Please note that any parcel that currently has water and or sewer service is eligible for a prorated system development charge. Your project will be reviewed to determine how much redevelopment credit applies. STREET IMPROVEMENTS: • This project will not be required to do any street improvements for this site. NAG~E~: ____ ----------~-------------- There are IS Ing storm drainage facilities on the site. Portions of the site are mapped as being in the FEMA 100-year floodplain. There is existing flooding on the Renton Village property due to the presence of the FEMA 1 DO-year floodplain and '.i,nsufficient conveyance capacity in existing storm systems on the Renton Village Sl1GpQing center area. . ~-.-------------------------------------- I:\Projects\RENTONVILEXPP A.doc\cor , Renton Village Preapplication 355 S Grady Way • A conceptual drainage plan and report is required to be submitted with the formal application for a commercial project. The drainage control plan shall be designed in accordance with the 1990 King County Surface Water Manual. The drainage report shall contain a Level 1 Downstream Analysis. A Level 2 or 3 analysis may be required later to analyze the downstream storm conveyance system to verify that they have sufficient capacity to accommodate the increase in runoff from the proposed project. • The proposed project must identify the upstream tributary drainage area. An upstream hydrologic analysis will be required determining the upstream offsite design flows for the bypass storm system. The bypass storm system and all storm conveyance system design must be done as specified in the 1990 King County Surface Water Design Manual. • Proposed project runoff resulting from more than five thousand square feet of impervious surface, and subject to vehicular use or storage of chemicals, shall be treated prior to discharge from the project site by on-site biofiltration measures. Biofiltration facilities installed prior to peak rate runoff control facilities shall be sized . based on the developed conditions. Please note that gravel surfacing is not considered to be 'existing imperviqus' for calculating purposes. • The elevation datum (either NGVD 1929 or NAVD 1988) to which the Base Flood Elevations are referenced shall be indicated on the plans. ' • The conceptual drainage plan shall show the location of the FEMA 100 year floodplain. Note that filling areas in the FEMA Floodplain elevation below 24 NGVD 1929 or elevation 27.58 NAVD 1988 will be required to provide Compensatory Storage. • All buildings constructed in the Special Flood Hazard Area shall complete a FEMA Elevation Certificate. • The building Finish Floor elevation shall be 1 foot above the FEMA 100 year floodplain elevation. • The Surface Water SOC fees are $0.249 (but not less than $715) per square foot of new impervious area. These fees are collected at the time a construction permit is issued. GENERAL: • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. • All civil engineering plans shall be tied into a minimum of two of the City of Renton current Horizontal and Vertical Control network. I:\Projects\RENTONVILEXPP Adoc\cor Renton Village Preapplicati 355 S Grady Way • Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards .. cc: Kayren K. I:\Projects\RENTONVILEXPP A.doc\cor CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: February 10, 2005· TO: Pre-Application File No. 05-012 FROM: Susan Fiala, Senior Planner, (425) 430-7382 SUBJECT: Renton Village Expansion General: We have completed a preliminary review of the pre-application for the above-referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Zoning Administrator, Board of Adjustment, Board of Public Works, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $55.00, plus tax, from the Finance Division on the first floor of City Hall. Project Proposal: The subject site is located within the existing Renton Village Shopping Center, on Lots C2, C3 and C4, and addressed as Grady Way. The site has been used for parking and private access easements/driveways and storage of excess fill materials. The proposal is to construct four retail buildings totaling 27,850 sq. ft., approximately. From staff review of the previous short plat (LUA 00-088), the site would be about 4.54 acres that includes Lots C2, C3 and C4. Zoning: The subject site is within the Commercial Arterial (CA) zoning designation on the City's Zoning Map. Retail uses are outright permitted uses within the CA zone. The site is also located within the Auto Mall Improvement District -Area B. The proposal appears to be for non-dealership uses and would be required to comply with the development standards of Area B of the Auto Mall Improvement District. These standards take precedence over those of the base zone. However, where the standards/regulations are not outlined in Auto Mall -Area B, the base zoning requirements of the CA zone are in effect. Furthermore, the specific uses for each building would be verified at the time of site plan/building permit review to ensure compliance with the CA zone. Development Standards: Lot Dimensions -There are no minimum requirements for lot size, lot width or depth within the CA zone unless located in a special corridor of which this site is not. The Automall does not have lot size requirements. The applicant is proposing to develop three lots of the RVA short plat (LUA 00-088). One of the proposed buildings appears to be sited over two lots. A lot line adjustment is suggested (see discussion below). From staff's review of the recorded short plat, the following lots are: C2 -100,252 sq. ft. (2.3 acres); C3 -57,978 sq. ft. (1.3 acres); C4 -40,823 sq. ft. (0.94 acres). Building Lot Coverage: The maximum lot coverage is 65 percent. Renton Village Expansion -P Page 2 of 4 plication Meeting Staff estimated that the lot coverage for the entire 4.54 acre site, would be 14 percent which is below the maximum allowed and thus would be in compliance. It also appears that lot coverage of each lot would be below the maximum allowed. However, with the 10,000 sq. ft. building location on two lots, the lot coverage could not be determined to be completely in compliance. Building Setback: The minimum front yard setback is 10ft. with no maximum. The minimum side yard along a street is 10ft. and no rear or interior side yard setbacks unless the property abuts or is adjacent to a residential zone. The site is surrounded by commercially zoned properties thus no rear or interior side yard setbacks would be required. Building Limitations: There is no maximum gross floor area for a single commercial use or for a single office use except for within a special corridor of which this project is not within. The Automall District B does not have a limitation. Landscaping: The CA zone requires a minimum of 10ft. width of landscaping is required along the street frontage. The pre-application materials show a 20 foot area along the north property line. At the time of land use application, a landscape plan indicating the plant materials will be required. When a commercial lot is adjacent to a residentially zoned property, a 15 ft. wide sight-obscuring landscape strip is required. If the lot is abutting a residentially zoned property, a 15 ft. wide visual barrier is required or "a 10ft. wide sight-obscuring landscape strip may be allowed through the Site Plan Review process. In this case the surrounding parcels are zoned commercial, CA or CO. All landscape areas are to include an underground sprinkling system unless drought tolerant plantings are used. Please refer to RMC 4-4-070 for general and specific landscape requirements. Several of the specific landscape requirements include: the type and location of trees; soils to be used; drainage; plants; and berms (a copy of the code 'is included in your packet). Parking lots have specific landscape requirements. Surface parking lots require a minimum amount of landscaping according to the number of parking spaces. There are also landscape requirements for lots abutting public right-of-way and planting requirements. As part of the formal land use application, data on the percentage and square footages of the parking area that is landscaped must be provided. Please refer to RMC 4-4-0BO.F.7. All landscaped areas must be a minimum width of 5 feet within the parking areas and include an underground irrigation system. The perimeter landscape strip of the parking area must also be 5 feet in width. Building Height: The maximum building height is 50 feet and may be exceeded provided a Conditional Use Permit is approved. No elevations were provided to determine compliance. Pedestrian Connection -All development in the CA zone is required to provide a direct and clear pedestrian connection from sidewalks to building entrances and internaliy from buildings to abutting retail properties. Screening/Refuse and Recyclables -Screening must be provided for all outside storage areas, as well as for surface-mounted and roof top utility and mechanical equipment. In addition, garbage dumpsters and recyclable areas must be screened pursuant to RMC section 4-4-090C7 (fence, landscaping, or combination of both). Approval of the proposed locations of dumpster areas by Rainier Waste Management is recommended prior to the submittal for building permits. The drawings submitted for building permit review will need to include elevations and details on the proposed methods of screening, if applicable. . Automall Improvement District: The Automall Area B requires specific development standards which are discussed in detail in the handouts included in the informational packet. Several of these standards which are in addition and supercede the CA zone and other regulations, unless so noted within, include those related to: wheel stops; customer parking; right-of-way improvement plan coordination and compliance. Access, Parking and Circulation: Access appears that it would be provided through existing private access easements and internal driveways. I Renton Village Expansion -Pre Application Meeting Page 30f4 Parking regulations require a specific number of spaces based on the amount of square footage dedicated to certain uses. The proposal would be within an existing shopping center. The following ratio would be applicable to the proposal. Shopping Centers: A minimum of 4 spaces per 1,000 sq. ft. of net floor area and a maximum of 5 spaces per 1,000 sq. ft. of net floor area. If any of the retail business include drive through lanes, the business is required to accommodate sufficient stacking space to handle peak business demands and can not obstruct the circulation pattern. Queuing should allow for a minimum of five (5) vehicles. Entrances and exists are to be located so as not to cause congestion in any public right-of-way. A minimum of 10 feet in width is required for a one-way aisle. Please take note that net floor area is the total of all floor area of a building, excluding stairwells, elevator shafts, mechanical rooms, loading and all floor below the ground floor, except when used for human habitation or service to the public. As related to these proposed uses, the areas to be deducted from the overall floor area may also include refrigeration rooms, lobbies, corridors/hallways and restrooms and those accessory areas that are used by the occupant(s). The parking regulations specify standard stall dimensions of 9 feet x 20 feet, compact dimensions of 8% feet x 16 feet, and parallel stall dimensions of 9 feet x 23 feet. An aisle width of 24 feet is required for 90 degree parking stalls and a width of 18 feet is required for parallel stalls. ADA accessible stalls must be a minimum of 8 feet in width by 20 feet in length, with an adjacent access aisle of 8 feet in width for van accessible spaces. Compact spaces are allowed up to 30% of the total required parking. The site plan submitted for the pre-application appears illustrates potential areas for parking, but the number of spaces was not provided nor is the drawing dimensioned. Staff could not determine compliance with these standards. Based on the gross square footage of the four retail buildings, a range of 111 to 139 parking spaces would be required. However, it is noted that cross access easements and parking agreements may dictate otherwise. For the formal land use application, parking requirements must be provided. Loading -In the requirements for Loading Space Standards, RMC 4-4-080J, all new buildings shall provide off-street loading space if the activity carried in the building requires deliveries to it of people or merchandise. Loading space is in addition to required off-street parking. Lighting: The applicant will be required to demonstrate how building, parking lot and any site lighting would not "spill" over into adjacent properties surrounding the subject site. A detai/ed lighting plan may be requested to be submitted at the time of building permits. Signage: Only one freestanding business sign (pole, monument/ground, projecting or roof) is permitted per street frontage. Each sign shall not exceed an area greater than one and one-half square feet for each lineal foot of property frontage that is occupied by the business. In no case shall the sign exceed a total of 300 square feet (150 square feet per face). In addition to the permitted freestanding sign, wall signs with a copy area not exceeding 20% of the faC{ade to which it is applied is also permitted. The sign permit(s) will need to clearly identify square footages of the wall face and the sign to which it is applied, in order to determine compliance. SEPAlEnvironmental Issues: The project would require SEPA review due to the square footage (greater than 4,000 sq. ft. and more than 20 parking spaces) of the development. The proposal would be brought to the Environmental Review Committee for review as it is their charge to make threshold determinations for environmental checklists. Staff would likely recommend a Determination of Non- Significance-Mitigated to the Environmental Review Committee. Mitigation of impacts is accomplished through fees related to issues such-as transportation and fire. Sensitive Areas -Based on the City's Critical Areas Maps, the site appears to be located in a flood hazard area. The applicant will need to address this issue for the formal master plan application. Please refer to RMC 4-3-0501, for information on work in flood hazard areas. Renton Village Expansion -Pr )Iication Meeting Page 4 of 4 _~ _______________ _ lot line Adjustment: As one of the buildings on the subject site would encompasses portions of two separate lots, staff encourages the developer to adjust lot lines. Past experiences have shown that buildings constructed over several underlying lot lines, may create unnecessary legal problems in the future. The lot line consolidation process can be completed through a Lot Line Adjustment (LLA) process, which can be reviewed simultaneously with the other land use applications. Permit Requirements: All projects initiated that include 4,000 sq. ft. of new builidng area; and/or 20 or more parking spaces are subject to State Environmental Policy Act (SEPA) review. All development in the CA Zone is subject to Level I Site Plan Review. In review of the criteria to determine if a public hearing is required, the proposal is does meet the SEPA threshold of: 1) greater than 25,000 sq. ft. of nonresidential uses outside of the EA-V; therefore, the site plan, as proposed, would be reviewed by the Hearing Examiner. The other thresholds include: 2) greater than 300 parking stalls; 3) greater than 10 acres; and 4) greater than 60 feet in height. If the proposal changes and would be less than the thresholds of these four criteria, then the site plan would be reviewed administratively. The proposal would require Hearing Examiner Site Plan approval and Environmental (SEPA) Review. The Environmental (SEPA) Review would be conducted first, after which staff would prepare a recommendation to the Hearing Examiner for the Site Plan Review. A public hearing would be conducted and the Hearing Examiner would issue a final decision. The project would receive a decision in an estimated time frame of 12 to 16 weeks once a complete application is accepted. The application fee would be $2,500.00 ($2,000.00 for the Site Plan Review, and $500.00 for SEPA review) plus first class postage per mailing label required for notification to surrounding property owners within 300 feet of the site. !1 the applicant wishes to adjust lot lines and submit at the same time as the other land use applications, the Lot Line Adjustment fee would be $225.00 (1/2 of full fee of $450.00). In addition to the required land use permits, separate construction, building and sign permits would be required. The review of these permits may occur concurrently with the review of the land use permits, but cannot be issued prior to the completion of any appeal periods. Additional Comments: In advance of submitting the full application package, applicants are strongly encouraged to bring in one copy of each application material for a pre-screening to the customer service counter to help ensure that the application is complete prior to making all copies. cc: Jennifer Henning DATE: TO: FROM:- SUBJECT: CITY OF RENTON MEMORANDUM February 8,2005 J ennif<n ~enning l(l1(/ Rebeccavfind Renton Village Expansion Pre-Application Comments The following Land Use and Economic Development Element Comprehensive Plan Policies support the proposed expansion of commercial uses: Policy LU-335 and Policy LU-346. , Objective ED-B and Policy ED-8. Policy LU-335. Increased demand for commercial uses should be accommodated primarily through redevelopment and intensification of existing business area designations rather than expansion of those areas. Policy LU-346. Support the redevelopment of commercial business districts located along principal arterials in the City. Objective ED-B: Expand the retail and office base within the City. Policy ED-B. Increase the retail sales tax base of the City. Further submissions/review of site plan and landscaping should include information addressing the following policies. (See implementation through Code Section 4-4- 080F.7.e, ap.d Code Section 4-9-200F.l). Land Use District Purpose Statement (excerpted): The Commercial Corridor district is characterized by concentrated, pre-existing commercial activity, primarily in a linear urban form, that provides necessary goods and services for daily living, accessible to near-by neighborhoods, serving a sub-regional market and accommodating large volumes of traffic. It is the intention of City objectives and policies that Commercial Corridor areas evolve from "strip commercial" linear business districts to business areas characterized by enhanced site planning incorporating efficient parking lot design, coordinated access, amenities, and boulevard treatment. Objective LU-GGG: Guide redevelopment of land in the Commercial Corridor designation with Commercial Arterial zoning, from the existing strip commercial urban forms into more concentrated forms, in which structures and parking evolve from the xisting suburban form, to more efficient urban configurations with cohesive site planning. H:\EDNSP\Interdepartmental\Deve!opment Review\Preapps\Comments\Expansion Renton Village.doc\cor -------------~~---~------------- Policy LU-349. Support development plans incorporating the following features: 1) Shared access points and fewer curb cuts; 2) Internal circulation among adjacent parcels; 3) Shared parking facilities; 4) Allowance for future transition to structured parking facilities; 5) Centralized signage; 6) Unified development concepts; and 7) Landscaping and streetscape that softens visual impacts. Policy LU-350. New development in-Commercial Corridor designated areas should be encouraged to implement unifonn site standards, including: 1) Minimum lot depth of 200 feet; 2) Maximum height often (10) stories within office zoned designations; 3) Parking preferably at the rear of the building, or on the side as a second choice; 4) Setbacks that would allow incorporating a landscape buffer; 5) Front setback without frontage street or driveway between building and sidewalk; and Common signage and lighting system CC: Alex Pietsch H:\EDNSPIlnterdepartmental\Development Review\Preapps\Comments\Expansion Renton Village.doc\cor DEVELOPMENT PLANNING CITY OF RENTON MAY 1 0 2005 RECEIVED MODIFICATION PROCEDURES -RENTON VILLAGE SEPA APPLICATION PARKING The SEPA Application herewith is amended to include Parking Modifications pursuant to City of Renton Parking Modification Procedures. Each of the four (4) lots for which SEPA approval is sought, provides parking in a parking ratio greater than the parking ratio required by municipal code. In conformance with City of Renton procedures, the following information is provided: Lot C2 Parking Ratio -Municipal Code - 4 stalls per 1,000 SF building area Building Area -16,850 SF Required Parking = 16.85 x 4 = 68 stalls Parking Provided = 133 Lot C3 Parking Ratio -Municipal Code - 4 stalls per 1,000 SF building area Building Area -5,000 SF Required Parking = 5 x 4 = 20 stalls Parking Provided = 39 Lot C4 Parking Ratio -Municipal Code - 1 stalls per 1,000 SF building area Building Area -5,200 SF Required Parking = 5.2 x 10 = 52 stalls Parking Provided = 59 The following section addresses City of Renton Decision Criteria (Section D, Article 2.): ,. a) Each of the parking configurations meet the City of Renton objectives to provide safety, functionality, appearance and environmental protection. The site and lot boundaries are irregular in shape and the site plan and building layout efficiently utilize the site areas. b) Additional parking is beneficial and not injurious to other properties in the vicinity. Traffic flow through the site is improved and visibility of moving vehicles is excellent for both other moving vehicles and pedestrian traffic. c) The parking configuration conforms to the intent and purpose of the municipal code considering zoning and the actual uses planned for the site that conform with the sites zoning. d) Tenants projected for occupancy at Renton Village require parking capacity exceeding code requirements. Retail industry standard parking requirements typically range form 5 to 6 stalls per 1,OOOSF of building area. e) no adverse impact to adjoining properties will arise from the site plan as submitted. Pedestrian and vehicle visibility is improved for a commercial site serving the community of Renton. DEVELOPMENT SERVICES DIVISION ENVIRONMENTAL CHECKLIST City of Renton Development Services Division 1055 South Grady Way, Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 DEVELOPMENl PLANNING CITY OF RENTON .. PURPOSE OF CHECKLIST: MAY 1 0 2005 RECEIVED The State Environmental Policy Act (SEPA), Chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An Environmental Impact Statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NON PROJECT PROPOSALS: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NON PROJECT ACTIONS (part D). For non project actions (actions involving decisions on policies, plans and programs), the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. 1:\Projects\RVA Land LLC\32272 Renton Village Sewer\Office\Word\SEPA-Renton Village 3-18-0S.doc03/18/0S A. BACKGROUND 1. Name of proposed project, if applicable: Renton Village Improvements -Parcels C2, C3 and C4 2. Name of applicant: RV A Land, LLC 3. Address and phone number of applicant and contact person: Applicant: Mr. Craig Koeppler C/O RVA Land, LLC 520 Pike Street, Suite 1400 Seattle, Washington 98101 (206) 682-6868, ext. 14 Contact Person: Mr. Jay Decker W&H Pacific, Inc. 3350 Monte Villa Parkway Bothell, Washington 98021 (425) 951-4810 4. Date checklist prepared: March 1, 2005 5. Agency requesting checklist: City of Renton Development Services Division 6. Proposed timing or schedule (including phasing, if applicable): Preload building pads for 3-4 months in preparation for building construction in summer/fall 2005. 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. Not at this time. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. A geotechnical report for the site was prepared on February 24, 1992 by GeoEngineers, Inc. A stormwater report will be prepared by W&H Pacific and traffic study will be prepared by Transportation Engineering Northwest and will be submitted with the construction documents for City review. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. A plan for the sewer relocation associated with parcels C2, C3, and C4 was approved by the City of Renton March 2005. 10. List any governmental approvals or permits that will be needed for your proposal, if known. City of Renton Site Plan Review City of Renton Building Permit Review DOE NPDES 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. 1:\Projects\RVA Land LLC\32272 Renton Village Sewer\Office\Word\SEPA-Renton Village 3-18-0S.doc 2 The site currently consists of three parcels totaling 4.55 acres. The buildings will be constructed on Lots C2, C3 and C4 of City of Renton Short Plat LUA-00-088, as recorded under King County Auditors file number 20010124900005. Two of the proposed buildings are approximately 5,000 square feet, one is 7,850 square feet and one is 9,000 square feet. The building pads will be pre- loaded for 3-4 months per the recommendation of the geotechnical engineer. In addition to the buildings, construction will include water, sewer, storm drainage system, asphalt parking, curb and gutter. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The project is located at 355 South Grady Way, Renton, Washington on a portion of the NE1/4 of section 19, township 23N, Range 5E W.M. Access to the site is from two private drives off South Grady Way and South Renton Village Place. B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one~rOlling, hilly, steep slopes, mountainous, other . b. What is the steepest slope on the site (approximate percent slope?) The steepest slope on the site is 2 percent. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. The site consists of fill and alluvial soils over sandstone bedrock. The fill consists of loose to medium dense fine or fine to medium sand with varying amounts of silt, gravel and cobbles. The fill is underlain by a complex sequence of soft peat, soft to medium stiff silt and organic silt, and loose to dense sand overlaying bedrock. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. None. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Grading of the site will require approximately 500CY of cut and 2,OOOCY of fill. Fill will come from a permitted borrow pit determined by the contractor prior to construction. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Yes, erosion of exposed soils could occur as a result of clearing and grading, however a temporary erosion and sediment control (TESC) plan will be prepared as part of the construction documents. Erosion will not occur once the project has been constructed. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? 1:\Projects\RVA Land LLC\32272 Renton Village Sewer\Office\Word\SEPA-Renton Village 3·18-0S.doc 3 Approximately 85 percent of the site will be covered with impervious surfaces such as parking and buildings. Non-impervious surfaces will include landscape islands. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: 2. AIR Erosion will be controlled by TESC Best Management Practices methods during construction. a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Exhaust will be generated by equipment during construction, dust during summer months of construction, and car exhaust after construction is complete and the businesses are open. b. Are there any off-site sources of emission or odor that may affect your proposal? If so, generally describe. None known. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Construction equipment will be kept in good working order and dist control methods, such as spraying, will be employed during construction. 3. WATER a. Surface Water: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Yes. Rolling Hills Creek is south of the existing cinema complex. Rolling Hills Creek is tributary to Springbrook Creek. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None proposed. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No. 5) Does the proposal lie within a 100-year flood plain? If so, note location on the site plan. Yes. Although the entire site is nearly flat, FEMA mapping identifies some portions of the site in Zone AH (1-3 foot flooding) while the balance is in Zone X (above the 500 year floodplain). 1:\Projects\RVA Land LLC\32272 Renton Village Sewer\Office\Word\SEPA-Renton Village 3-18-0S.doc 4 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground Water: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals ... ; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None. c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters, If so, describe. Storm runoff will be typical of a commercial site (roof tops, parking, landscaping, etc.). Stormwater runoff will be collected and directed through a water quality system prior to discharge into the downstream conveyance system. The conveyance system discharges to Rolling Hills Creek. 2) Could waste material enter ground or surface waters? If so, generally describe. Yes, via illicit discharge of pollutants, sediment and runoff from roadways. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: During construction, BMP erosion control measures will be employed to minimize surface water impacts. Also, water quality treatment will be part of the completed stormwater management system. 4. PLANTS a. Check or circle types of vegetation found on the site: __ deciduous tree: alder, maple, aspen, other _X_ evergreen tree: fir, cedar, pine, other shrubs _X_ grass/brush __ pasture __ crop or grain __ wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other __ water plants: water lily, eel grass, milfoil, other __ other types of vegetation b. What kind and amount of vegetation will be removed or altered? There is a small area on the site that is vegetated with grass and light brush that will be removed as part of this project. c. List threatened or endangered species known to be on or near the site. None known. 1:\Projects\RVA Land LLC\32272 Renton Village Sewer\Office\Word\SEPA-Renton Village 3-18-0S.doc 5 d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Required landscaping per City of Renton standards will be installed. 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle, songbirds, other: ~UIIS and c~ Mammals: deer, bear, elk, beaver, other ___ ========--_ Fish: bass, salmon, trout, herring, shellfish, other _____ _ b. List any threatened or endangered species known to be on or near the site. None. c. Is the site part of a migration route? If so, explain No. d. Proposed measures to preserve or enhance wildlife, if any: None. 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electricity for general commercial use (heating, lighting, etc.) b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Energy conservation features as required by Building Codes will be incorporated into each building. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. Risk would be typical of the commercial uses per building for each pad. 1) Describe special emergency services that might be required. None. 2) Proposed measures to reduce or control environmental health hazards, if any: Buildings will be protected with fire sprinkler systems as required by the City. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? 1:\Projects\RVA Land LLC\32272 Renton Village Sewer\Office\Word\SEPA-Renton Village 3-18-0S.doc 6 Noise in the area current is that typical for other busy commercial/retail areas. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Construction will be limited to construction hours. Construction equipment will generate normal levels of noise during the site construction phase. After construction is complete, noise typical of a retail center will be expected. 3) Proposed measures to reduce or control noise impacts, if any: Any equipment utilized at the sites will utilize noise muffling features and will be kept in good working order. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Current uses of the site include parking and private access roads. A minor portion of the site is unimproved and has been previously used for storage of excess fill materials. None of the area currently used as parking is required under existing zoning for parking at the existing shopping center. b. Has the site been used for agriculture? If so, describe. No. c. Describe any structures on the site. None. d. Will any structures be demolished? If so, what? No. e. What is the current zoning classification of the site? All parcels are zoned arterial commercial (CA). f. What is the current comprehensive plan designation of the site? Commercial. g. If applicable, what is the current shoreline master program designation of the site? Not applicable. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No. i. Approximately how many people would reside or work in the completed project? No residences are being created. A total of approximately 40 people would work at the four businesses. j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: None. I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: None. 1:\Projects\RVA Land LLC\32272 Renton Village Sewer\Office\Word\SEPA-Renton Village 3-18-OS.doc 7 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None. c. Proposed measures to reduce or control housing impacts, if any: Not applicable. 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed. The tallest structure will be 30 feet. b. What views in the immediate vicinity would be altered or obstructed? None. c. Proposed measures to reduce or control aesthetic impacts, if any: Buildings will meet requirements set forth by City of Renton codes as well as shopping center CC&Rs. . 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Light and glare may occur from future parking area lights in the evening hours. b. Could light or glare from the finished project be a safety hazard or interfere with views? None known. c. What existing off-site sources of light or glare may affect your proposal? None known. d. Proposed measures to reduce or control light and glare impacts, if any: None. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? None. b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None. 1:\Projects\RVA Land LLC\32272 Renton Village Sewer\Office\Word\SEPA-Renton Village 3-18-0S.doc 8 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national state, or local preservation registers known to be on or next to the site? If so, generally describe. None known. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None known. c. Proposed measures to reduce or control impacts, if any: None. 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Access to the site is from two private drives off South Grady Way and South Renton Village Place. South Grady way can be accessed from Interstate 405. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes. The nearest stop is one block away. c. How many parking spaces would the completed project have? How many would the project eliminate? The completed project would provide a net gain of approximately 133 parking stalls. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private? No. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. e. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. There will be approximately 1,037 trips generated per day including 96 new PM peak hour trips. g. Proposed measures to reduce or control transportation impacts, if any: None. 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. Service anticipated will be equivalent to the existing commercial use. b. Proposed measures to reduce or control direct impacts on public services, if any. Any mitigation fees will be paid in accordance with City ordinances. 1:\Projects\RVA Land LLC\32272 Renton Village Sewer\Office\Word\SEPA-Renton Village 3-18-0S.doc 9 · . 16. UTILITIES a. Circle utilities currentl available at the site:~c::~, natural gas,E, refuv ~e~~ ephone, sanitary sew septic syste, r. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Water, sewer and stormwater facilities will be constructed to serve this project. Service is provided by the City of Renton. Power and telecom will also be constructed. Power service is provided by Puget Sound Energy. Telecom service is provided by Qwest. C. SIGNATURE I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non- significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or will ullack of full disclosure on my part. Proponent: 02~~~ Name Printed: -+_A--,'::.=r.....:;.:..===:.z..:...:.==--______ _ Date: March 3, 2005 1:\Projects\RVA Land LLC\32272 Renton Village Sewer\Office\Word\SEPA-Renton Village 3-18-0S.doc 10 Project Narrative DEVELOPMENT PLANNING CITY OF RENTON ' MAY 1 0 2005 RECEIVED The Renton Village Expansion project is located at 365, 355 and 375 South Grady Way. The site consists of three lots, Lot C2, Lot C3 and Lot C4. Lot C2 is 2.3 acres. Lot C3 is 1.33 acres. Lot C4 is 0.94 acres. The land use permits that will be required for this project are the Environmental Checklist and the Site Plan review. The site is zoned Commercial Arterial (CA). The adjacent properties are zoned CA and Commercial Office (CO). The site is currently undeveloped however in the past it has been used for parking. A minor portion of the site is unimproved and has been used for storage of excess fill materials. There is some existing asphalt that will be removed and there are currently utilities adjacent to and within the site. There are no wetlands, water bodies or steep slopes currently located on the site. The existing soil types at the site are fill and alluvial soils over sandstone bedrock. The fill is loose to medium dense fine or fine to medium sand with varying amounts of silt, gravel and cobbles. The fill is underlain by a complex sequence of soft peat, soft to medium stiff silt and organic silt and loose to dense sand overlying bedrock. Development will include four retail buildings totaling approximately 26,850 square feet, associated parking and utilities. Two of the buildings are approximately 5,000 square feet each, one is 7,850 square feet and one is 9,000 square feet. The buildings will be constructed on Lots C2, C3 and C4 of City of Renton Short Plat LUA-00-088, as recorded under King County Auditors file number 20010124900005. Access to the site is from two private drives off South Grady Way and South Renton Village Place. There are no proposed off-site improvements at this time. Grading of the site will require approximately 500 cubic yards of cut and 2,000 cubic yards of fill. Fill will come from a permitted borrow pit determined by the contractor prior to construction. There are no trees to be removed as part of this application. There is no land to be dedicated to the City with this application. There will be no new lots created with this application. There will be a job shack trailer at the site during construction. Springbrook Creek is near the project site; however it is not within the 200 foot threshold requiring the submittal of additional information. Construction Mitigation Description Proposed Construction Dates: July 2005 through October 2006 Hours and Days of Operation: Monday through Saturday 7:00 am -7:00 pm Proposed HaulinglTransportation Routes: Grady Way, Rainier Avenue South, SR-167, 1-405 Measures to Minimize Impacts OEVELOI-'L~t:{-.J ;-PLAW.JING (;/ TY OF RENTOf\; ., MAY 1 0 20G5 flECElVED Erosion will be controlled by TESC Best Management Practices methods during construction. Construction entrances will be provided with quarry spalls to minimize trucks tracking mud and dirt from the site onto surrounding roadways. Street sweeping will be provided as necessary to keep surrounding roadways free of mud and dirt from the construction site. Construction equipment will be kept in good working order and dust control methods, such as spraying, will be employed during construction. Any equipment utilized at the sites will utilize noise muffling features and will be kept in good working order. Preliminary Traffic Control Plan Private on-site roads may require minor traffic control during construction of site utilities. The contractor will provide signs, cones and flaggers as necessary to direct traffic around work area. EXTERIOR: APPLEBEE'S COLOR & FINISHES SCHEDULE 2005 -NEW PROTOTYPE For brick buildings: Base of building: Boral Brick Monticello Blend #33-200, standard size. Upper portions of building and accents: Acme Brick Dove Gray Modular BL-30 (not used on EFIS buildings) For buildings with EIFS or Stucco, and stone veneer: Main body of building: Color to match Dryvit color #142 "Spectrum Brown", or Sherwin Williams #SW-6081 "Down Home". "Cornice" at top of parapet walls: Color to match Dryvit color #380 "Chocolate Mousse", or Sherwin Williams #SW-6100 "Practical Beige". Manufactured Stone Veneer: Centurion Stone, "California Rustic" Exposed misc. metals, hollow metal doors & associated frames, and trash gates: For Brick Buildings: Sherwin Williams "Riverboat" SW-2308 For EIFS Buildings: Sherwin Williams "Practical Beige" SW-6100 Hollow metal door frames associated with exterior aluminum clad doors: Paint to match aluminum cladding. Exposed metal at patio railings: Sherwin Williams "Isle of Pines" SW-6461 Exposed wood, including columns, pilasters, and exposed structure to be painted: Sherwin Williams "Sealskin" SW-2140 Concrete masonry interior of trash enclosure: Sherwin Williams "Practical Beige", SW -6100 Wood siding and trim at storage shed in trash enclosure: Sherwin Williams "Down Home", SW-6081 Standing seam metal: AEP span -Horizon color "Leaf Green" Berridge -Standard color "Forest Green" Petersen Aluminum, Pac-Clad -Standard color "Hunter Green" MAY 1 0 2005 RECEIVED C-1 Metal clad entrance doors and sidelights, exterior side only: Shelter brand doors: Hunter Green Anderson brand doors: Forest Green (these are manufacturer's standard colors, not custom colors) Aluminum window frames: Kawneer -Dark Ivy Vistawall -Interstate Green Simulated internal muntins to match. Prefmished metal copings, counterflashings, conductor heads, and downspouts: Hickman: A-13 Forest Green Metal Era: Sherwood Green MM Systems: 147 Evergreen (these are manufacturer's standard colors, not custom colors) For counterflashing colors on brick see Spec Section 07710 INTERIOR FINISHES: Carpet: Masland Carpets, custom pattern strike-off #7067 A-63885, 36 OZ, as distributed by Masland Carpets Inc. 716 Bill Myles Drive, Saraland, AL 36571; 800-633-0468 or 205-675-9080, "KC" Karen Mount. Vinyl Wallcovering: Applebee's Custom Wall covering "Applebee's Gold" AP0401 Cornwall, 800-659-4455. Also for use below the chair rail at booth locations on exterior walls. Acoustical Ceilings: USG, Acoustone Glacier, Shadowline. Color: Sandstone #090 Interior Paint & Stain: Interior Lap Siding: Stain Sherwin Williams "Pearwood" SW -3121-0 All other interior exposed wood, except painted crown mould, including: interior wood doors & interior side of exterior doors; wood trim including base, low wall caps, wainscot caps, column surrounds, window and door trim, cabinet face frames, doors, and drawer fronts of server stations, host station, carside stations, and wood trim at headers: Stain, Minwax #2716 "Dark Walnut" Wood (poplar) crown mould at Vestibule, Waiting, To Go, and other areas where shown on drawings: Paint, Sherwin Williams "Croissant", SW-1114 Gypsum board soffits at booths: MAY 1 D 2005 RECEIVED C-2 (Underside of soffits only, vertical surfaces to receive vinyl wall covering) Paint, Sherwin Williams "Croissant", SW-1114 Restroom gypsum board ceilings: Paint, Sherwin Williams, ''Navajo White" SW-1I23 Interior hollow metal door frames, interior side of receiving door: Paint, Sherwin Williams "Croissant", SW-1114 Floor Tile: Porcelain Tile in Vestibule, Waiting, Bar Dining, and other auxiliary areas such as the corridor to restrooms: Floor Gres 18"xI8" Porcelain Stoneware, "Colorland" series, "Darkland" color, with plain cove base from Sunderland Brothers. Grout to be Latex-Portland Cement Grout: Hydroment Sanded Ceramic Tile Grout with 425 Latex Admix, color #H141 Flash Walnut. Quarry Tile in Kitchen areas, office, and behind the bar: Metropolitan Ceramics 6"x6"x1l2". Color: #310 Mayflower Red. Or Daltile Quarry Textures 6"x6"xI/2". Colors: #OTOI Diablo Red. For slip-resistant tile in traffic areas, use Metropolitan's Metro-Tred #31 T, Mayflower Red. Daltile does not have an non-slip product equal to Metro-Tred, and therefore no substitutes are allowed for the non-slip quarry tile. Grout at Quarry Tile: Epoxy Grout to meet ANSI A1I8.3, Hydroment Color-Poxy Epoxy Grout, color #H141 Flash Walnut. All tile products available with national account pricing from: Sunderland Brothers Company 10900 Lackman Road Lenexa, KS 66219 Contact: (800) 652-3636 or (913) 894-5515 All Floor Gres products should be ordered through Sunderland Brothers. Plastic Laminates and Solid Polymers: Tops and splash for server stations: Solid polymers as shown on the drawings shall be CORIAN "Bethany", or LG Chern "Hi-Macs Applebee-B/G210" Plastic laminate for linen storage cabinet and office countertop: F orrnica #220-58 "Beige Clear Sand" matte finish (exterior surfaces; interior may be standard white or off-white). C-3 'f:-IJElOPMENT PLANNING :! .... v OF RENTON MAY 1 0 2005 Plastic laminate for interior, frame, and adjustable shelves of server stations a~th~ station: Formica #909-42 Black "Sparkle" finish. Restroom Tile & Finishes: Porcelain Floor Tile: Floor Gres #702366, 12"xI2" Porcelain Stoneware, "Colorland" series, "Darkland" color, with custom cove base from Sunderland Brothers. Grout to be Latex-Portland Cement Grout: Hydroment Sanded Ceramic Tile Grout with 425 Latex Admix, color #H141 Flash Walnut. Porcelain Wall Tile: Porcelain stoneware by Floor Gres, "Colorland" series, "Whiteland" color, sizes below in pattern shown on drawings: 12x12 #702363; 6x6 #702355; 6x6 #702355 (w/Clipped comers). Grout on walls to be Dry-Set Grout, Hydroment Sanded Ceramic Tile grout with 425 Latex Admix, color #H147 "Peaches and Cream". Accent Wall Tile: 4"x4" Tumbled Stone by Sunderland Brothers, Series SBI AP, "Giallo Reale" color, placed on diagonal as shown on drawings. 518" x 5/8" Tumbled Blend by Sunderland Brothers, Series SBI AP, "Giallo Reale" color, Individual tiles grouped on mesh backing, placed as shown on drawings. Grout on walls to be Dry-Set Grout, Hydroment Sanded Ceramic Tile grout with 425 Latex Admix, color #H147 "Peaches and Cream". All tile products available with national account pricing from: Sunderland Brothers Company 10900 Lackman Road Lenexa, KS 66219 Contact: (800) 652-3636 or (913) 894-5515 All Floor Gres products should be ordered through Sunderland Brothers. Toilet Partitions: Plastic laminate, FORMICA, #3526-77 Travertine, Honed Finish. Vanity Tops: Tops and splash for restroom vanities: Corian, "Mojave", Sierra Family. Integral sink to be: Corian "Glacier White", or LG Chern "Arctic White-S06 C-4 Restroom gypsum board ceilings: Paint, Sherwin Williams, "Navajo White" SW-1123 i. )f: v~:~~~)[5~~1~~%NING MAY 102005 ··~~CeIVED Kitchen/Office Wall Finish and behind bar equipment: Pre-Finished "FRP" Wall Panels White color, krinkle finish Double-Swinging Kitchen Doors: Eliason "SCP 8" Decor Model or Chase Doors "KC 3018" Wilsonart Laminate #4673-60, "Saffron Tigris" FURNITURE & FIXTURES (By Owner) Seating: Chairs: Oak with Dark Walnut Finish; Seat upholstery vinyl to be Uni-royal, Spirit Millennium, color "Camel" US-387. The current approved supplier is: Commercial Furnishings Industries, Inc, 2010 West Polymer Drive, Chattanooga, TN 37421, Phone-423-553-6902, e-mail address wayne@cfi-seating.com Bar Stools: Oak with Dark Walnut Finish; Seat upholstery vinyl to be Uni-royal, Spirit Millennium. Color "Claret" US-357. The current approved supplier is: Commercial Furnishings Industries, Inc, 2010 West Polymer Drive, Chattanooga, TN 37421, Phone-423-553-6902, e-mail address wayne@cfi-seating.com Booths: Tables: Current style Applebee's Booth. Top wood strip stained to match Minwax Dark Walnut Finish. Carpeted base with Masland Carpet "Apple Black Solid". Fabric back to be Momentum, custom strike-off pattern #KM 3480 B-1. Vinyl for headroll shall be Uni-royal, Spirit Millennium, "Camel" US-387 (A V7866). Vinyl for seat shall be Uni-royal, Spirit Millennium, "Claret" US-357 (A V7865). Tops at Booths: Tops shall be 1 W' thick and shall consist of l"x 1 W' continuous length oak strips forming a butcher block pattern. Top edges shall have a 5/8" roundover, bottom edge 1/8" roundover and comers 5/8" roundover. All tops shall be sanded to receive Dark C-5 Walnut stain to match chairs. 2 coats of sealer shall be applied to both top and bottom of table top. 2 coats of Hesse "PUR Brilliant shall be applied to the top and edges of table. Booth Table Bases: Bases shall be current standard metal bases wi black crinkle finish. Tops at Freestanding Tables: Tops shall be 1 W' overall thickness, solid Corian with full bullnose edges. Corian color "Bethany" . Freestanding Table Bases: Bases shall be current standard metal bases wi black crinkle finish. High top tables shall have a footrest. Note: Hesse" PUR Brilliant" urethane finish must be allowed to dry a minimum of 48 hours after spraying before shipment or use of top. Drying time of less than 48 hours does not allow the finish to set up properly. Bar Top & Back Bar Cabinets: Bar Top and Back Bar Casework: Solid polymers as shown on the drawings shall be CORlAN "Bethany". Wood edge as shown on the drawings shall be oak stained to match "Dark Walnut" (2 coats) satin on wood trim. All exposed hardware shall match as stainless steel finish. Plastic Laminate Soffit at bar: (Owner Furnished) Bottom and Sides: Wilsonart D14-60 "Port" N evamar S-1-15T "Burgundy" Formica 966-58 "Burgundy" Pionite SR521 "Burgundy" Inset vertical surface against ceiling: Wilsonart 1530-60 "Beige" Formica 958-58 "Beige" Wood Blinds: Nanik 2" Timberline wood blinds, color "Light Oak". .. . PLANNING OEv~~t~~~EN10N M~'( , 0 2005 RECE\VEO C-6 ~ .... """""" .... ...... _-.... -""'" i 1 ('-0' WIllE OPEMC 1M 1:, i' =:"" "-S''MIl£OI'£M!tG IMIMSOIIINFOIISlGtt oIf'I>I.VTON ~ (4)~.~~~ ELEVATION :-' ~ I '~I ~ ~I''-=''''~ V1O'-z5/r I ~--. I IillSCll«l'ftlIISIQII -.u~.L.. IJJ"",-::II II ~~.--- ~~- ~-~~ • j 7 OWNS -ID1.N;[fI[m6 ~.- 3 )~o.~.~H ELEVATION SOUTH GRADY WAY W::"O_~.~H ELEVATION i"" ~ '"'"' <P i<V .""'-,,,.. ~I "' ....... ""'" I " ~ @CW'IENEEII ~- (9I1R1C1CCOURS£'S 5OIllI£lt8RlC1l'1£IrD@ ~ ---lEAST ELEVATION 1;':,"""" .... ,,,"_,'-," '" IJJ ........ . t'-r.IlEOPEtIH; tlIMSI»IR'I'rORSIGN APPLICATION ~ , ===~t CPArT-a r ( hit eel i . ~<lT'}·:;;~·'~.~.~c?,; .. ~l<; "g Sul1,,4uB \l·~·\I,·. WA <)~ 111 H~ ~~2.;~~" r~~GI1~ ! ~ ~ ~;I ~ iii ~ COIOIQTANf Reyjsiors Sh",~( Til ~ D.J(~ Dc·'J" Uronn" FLOOR PLA~ """ Pr~jtd No b36 Approved Kt. S~eet No A501 ~"====HI' -&~ 12ff-25tr'-' I I I I I }--,# (~).~U.I~~ING SECTION r r ~: ~~~ ~.~ 0~~.I;~ING SECTI~N ~ IF' f --* !~ L (j) ~ r--• ~, I (OJ -~{ = ' ~_ ~ "'~"l"-; ~ ; (;i;) ... r--l~ . --. { ~ . -. ~ o •• , •• ,., ... --II I lLiF,f L ~ -"'-"-~-*,.- C<lll'ON BOOTH ~ 0~~~;~ING SECTION .... , , *~r*~-r ! Iff'{ =(-L I I~ Iji i !! II i II I .. II I~ __ 11___ ".. I BUILDING SECTION 1/8·.'·-4' -r ! !I" "" .. 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[.,-........ .:..:.: ..... . ~~~~~~~~!~~!~r:~~~it$~!_~~:::!:(~~f :};~:~t~;i~:}~;~:f:~:~ ~;l~:;{;~?:~:~:~!!;!~?~ ;3i~{}:t~tii~~~??i:~:~;~:));~~):::!:;;)!::::;:~:~:~~:{:~~~ Utilities Plan. Generalized 2 .. , .,. "',. -.'. . w~;~ii&~iji··':;:·:t;~~~~:;:~~4;;~~f~~~:~:~:~:/~~?t~:~~r~~ ~i~{:~{?t}t :~;}}~{:i:rF~~:~' :!:}i:i:;:i:~:i~~?S~I?t~?it~~~~~~:~;~:~:~~;~?~;~~t!;~:~:~:~\: Wetlands Mitigation Plan, Preliminary. ~~~m~i:t!i;t~I1Q~~~l~;~"t~~~({:))}~~~:?j{:~;~;)!t:r/?m1tq:~:~:~;~;~;~:i:!:}~:))iF\~:~:::::~:~r:»\}~;r~:~:J:~{{:?~:!{;;:~:?i{:)?[: Wireless: Applicant Agreement Statement 2 AND 3 Inventory of Existing Sites lANDS Lease Agreemen~ Draft 2 AND 3 Map of Existing Site Conditions 2 AND 3 Map of View Area .2 AND 3 Photosimulatlons.2 AND' rhis requirement may be waived by: I. Property Services ~ection ~, Public Works Plan Review Section I. Building Sec;tion I. Development Planning Section .-:. : """J~' ~"'., ;R=ECT:::~~k1 ~=- _________ tone~lgi'i,g ~,,~o IPhone # 4z.-)'tJ.-l'--- 1'3X1t ~t.~'15"'l £t~ ~. FBJ( If J O:\WEBIPWIOEVSERWorms\PlannlngMlver.xls 0110612004 19'-S' 37'-S' TOPS TABLES SEATS 2 0 0 4 37 148 I\JT L ____ -! 12'-0' 3S'-4' 9'-4' 6 5 30 59'-S' 42 178 SAR SEATS: 18 TOTAL SEATS: 196 SEATING and EQUIPMENT PLAN -TLS BUILDING SQ. FT. 5109 ..... 2'-4' ,-CPTICNAL I GATE LCCATICN _J ___ , / / I I o I tl o I o .. 10 I o N 10 I o ... o I ;.. M NeIgtlorhood Gr1II & Bcr © 2003 NORTH ELEVATION -SOUTH GRADY WAY EAST ELEVATION WEST ELEVATION SOUTH ELEVATION BUILDING ELEVATIONS -TLS I -------------' NeI!;tborhood GrII &. Bel' © 2003 APPLEBEE'S RLM LAMP KIT HOUSING -Pre-Galvanized Steel. MOUNTING -Fixed hub tapped for 3,4" NPT conduit. Factory pre-wired with 96" leads. GLOBE -Heat and impact resistant, linear prismatic glass with threaded opening and gasket. SOCKET -CFL socket features a 4-pin design to accept GGX24q base lamp. LIGHT SOURCE -26,32, or 42-watt PL-t Triple Tube Compact Fluorescent. BRACKET -3,4" Single Reflector Gooseneck Thru-Wall Gooseneck Bracket. Features rigid conduit threaded 3,4" NPT both ends and Sliding Wall Plate. INTERIOR BALLAST -Attaches to end of Gooseneck Bracket. Operates 23/32/42 watt CFL lamp from 120-277 VAC primary supply branch circuit. Housing is zinc plated steel. FINISHES -Each fixture is finished with LSI's polyester powder coat finishing process. The finish withstands extreme weather changes without cracking or peeling. Colors include Applebee's green, gloss green, and bronze. DIMENSIONS c@us LISTED wet location ~----------------------42 -------=~~==---=====~------------~ APPLEBEE'S INTERIOR BLST. R4 ADJUSTABLE SLIDING WALL PLATE • BUILDING EXTERIOR 3' DIA. LINEAR PRISMATIC ---1---- GLASS GLOBE Catalog Number: NAP200 26/32/42 CFL UE F 3 m 3/4' NPT 23 Project Namll-e ______________ --1 Fixture Type __________ --' Catalog 1L1 _____________________ ---' POLE SHAFT· Pole shaft is electro·welded ASTM·A500 Grade C steel tubing with a minimum yield strength of 50,000 psi. On Tenon Mount steel poles, tenon is 2·3/8" D.O. high. strength pipe. Tenon is 4-3/4" in length. Straight poles are 4",5", and 6" square. HAND·HOLE • Standard hand-hole location is 12" above pole base. Hand-hole size is 2" x 4". Poles 22' and above have a 3" x 6" reinforced hand-hole. BASE· Pole base is ASTM-A36 hot-rolled steel plate with a minimum yield strength of 36,000 psi. Two·piece square base cover is optional. ANCHOR BOLTS· Poles are furnished with anchor bolts featuring zinc-plated double nuts and washers. Galvanized anchor bolts are optional. Anchor bolts conform to ASTM·A36 with a minimum yield strength of 36,000 psi. GROUND LUG· Ground lug is standard. DUPLEX RECEPTACLE· Weatherproof duplex receptacle is optional. GROUND FAULT CIRCUIT INTERRUPTER· Ground fault circuit interrupter is optional. FINISHES· Each pole is finished with LSI's OuraGrip@ baked-on polyester-powder finishing process to give the pole an exceptionally attractive appearance. The process electrostatically applies and thermally fuses a polyester powder to the pole. This unique protection process provides an extremely smooth and uniform finish which withstands extreme weather changes without cracking or peeling. OuraGrip finish features a two-year limited warranty. Standard finish colors available for poles are bronze, black, platinum plus, buff, white, green, and graphite. Optional OuraGrip@ Plus features added protection wrth a 3.0 to 5.0 mil thickness of polyester-powder finish piUS an inner coating. This specially developed inner coating is a thermal plastic hydrocarbon resin applied to the inside of the pole to seal and protect against atmospheric and corrosive matter. OuraGrip Plus finish features a five·year limited warranty. DETERMINING THE LUMINAIREIPOLE COMBINATION FOR YOUR APPLICATION: o Select luminaire from Luminaire Ordering Information. o Select bracket configuration. o Refer to Luminaire EPA Chart to determine EPA value. o Select Height of pole. o Select MPH to match the wind speed in the application area. o Confirm the EPA that is equal to or exceeds the luminairelbracket EPA as l'" Refer to EPA data on next page for complete EPA information. If luminaire weight exceeds 250 Ibs., consult factory *"H" denotes high yield steel (70,000 psi). DIMENSIONS SQN- 2·318" 0.0. x 4·3/4" Tenon 14'·39' Hand·hole DRILLING LOCATIONS Side "0" - Sides Hand·hole Sinale O1HO' D90' T90' TN120·· 090' Sinale FBO Double FBO Side "C" I I Side "A" (Hand-hole Side) A B X X X X X X X X X X X SQBO- Bolt-On Mount 2·Bolt Pattern SQP- Square Pole Top IE SQI-No Mounting Holes » SF - Single Flood Pole Preparation -Side"B" C D X X X X X X ·Other two locations will be 120' to the left and right of Side A. Note: Consult factory for custom varlallons. Standard SF and OF pole preparations are located 3/4 of the height of the pole from the base, unless otherwise specified. Project Name ________________ --' Fixture Type ___________ ---' Catalog# ________________________ --' STEEL SQUARE POLES ORDERING INFORMATION Pole Material Height Mounting Pole Finish Options Series Confl uratlOn Square pole for S11G -11 Ga. Steel 14' S -Single/Parallel BRZ -Bronze GA -Galvanized Anchor Bolts Bolt·on mount Sl1H -11 Ga. Steel 16' Dl BOO -Double BLK -Black SF -Single Flood2 2·Bolt Pattern S07G -07 Ga. Steel lB' D900 -Double PLP -Platinum Plus DF -Double Flood2 4SQBO 20' DN900 -Double BUF -Buff DGP -DuraGrip<ID Plus 5SQBO 6SQBO 22' T900 -Triple WHT -White LAB -Less Anchor Bolts 24' TN120° -Triple GRN -Green 26' Q900 -Quad GPT -Graphite 2B' QN90° -Quad 30' Square Pole for 35' PT -Pole Top Mount Pole Top Mount 39' 4SQP 5SQP Standard SF and DF pole preparations 6SQP are located 3/4 of the height of the pole Square Pole for N -Tenon Mount from the base, unless otherwise specified. I Consult Pole selectio~.1 Tenon Mount Chart on opposite page. (Standard tenon 4SQN size is 2j 5SQN 6SQN s~uare Pole I -For use with Internal ( 0 mounting hole Slip-Fitter 1 No &Ole top caps) 4S I 5SQI I I I r I I I I I II • I 5SQBO S07G 24 D180 PLP SF DGPI ' -See Area Lighting Brackets Section. 2-See Flood Lighting Brackets EXAMPLE OF A TYPICAL ORDER ACCESSORY ORDERING INFORMATION Ad "uri ',,,rr 1111111,,1111," Description 4BC -4' Square Base Cover 5BC -5' Square Base Cover 6BC -6' Square Base Cover ERZ -Weathewroof Duplex Receptacle GFI-Ground Fault Circuit Interrupter MHP -Mounting Hole Plugs (3 plugs) Vibration Damper -4' Square Pole Vibration Damper -5" Square pole EPA INFORMATION Order Number 122559CLR 122561CLR 122563CLR 122566PLT 122567PLT 132336 172539 172538 BOLT CIRCLE 4" square 5" square 5" square @ r ~ r d@ r 11" Oia. Bolt Circle 11" Dia. Bolt Circle 11" Dia. Bolt Circle B C D Slotted Slotted Slotted Bo~Circie 8" to 11' 9" to 11" 9" to 11" Ancl1orBo~ Size 3/4" x 3D" 3/4" x 30" 1" x 36' AnchorBo~ Projection 3-1/4" 3-1/4" 4' Base Plate Opening for Wirewav Entrv 3-5/8" 4-3/4" 4-5/8" Base Plate Dimensions 1()'118" sa. x 314"thk. 1()'118" sn. x 3/4" thk. l()'l/8"sn. x l"thk. Note: Base plate illustrations may change without notice. Do not use for setting anchor bolts. Consult factory for the base plale templates. 6" square 12" sq. @J 12" Dia. Bolt Circle J 12" 1" x 36" 4" 5-5/8" lZ' sa. x 1-1/8"thk. All LSI Lighting Systems' poles are guaranteed to meet the EPA requirements listed. LSI Lighting Systems is not responsible if a pole order has a lower EPA rating than the indicated wind-loading zone where the pole will be located. CAUTION: This guarantee does not apply if the pole/bracket/fixture combination is used to support any other items such as flags, pennants, or signs, which would add stress to the pole. LSI Lighting Systems cannot accept responsibility for harm or damage caused in these situations. NOTE: Pole calculations include a 1.3 gust factor over steady wind velocity. Example: poles designed to withstand 80 MPH steady wind will withstand gusts to 104 MPH. EPAs are for locations 100 miles away from hurricane ocean lines. Consult LSI for other areas. Note: Hurricane ocean lines are the Atlantic and Gulf of Mexico coastal areas. For Florida applications -consult factory. Name __________________________________ ~ Fixture Type ____________ ..J #_--------------------------------------------~ HOUSING -The aluminum housing is available in two sizes for Greenbriar Flat Lens Reduced Envelope 1000 Watt lamp and Greenbriar Flat Lens Reduced Envelope 400 Watt lamp. Both housings are the same dimensions square, however, the GFR is deeper. Both are finished to produce a clean, sharp appearance, and designed to ensure weather-tight construction. Top-access covers provide ease of installation and servicing. LENS/GASKET -The flat clear tempered glass lens is sealed to the housing with an EPOM gasket, preventing entry of moisture, dust and insects. TOP COVER FASTENERS -The four captive stainless steel fasteners secure the top-access cover to the housing. SOCKETS -Porcelain mogul-base sockets. All sockets are pulse-rated. LIGHT SOURCES -Pulse-Start Metal Halide, Super Metal Halide Reduced Envelope, Metal Halide, Metal Halide Reduced Envelope, or High Pressure Sodium. Clear lamp is supplied as standard. BALLASTS -Pulse-Start Metal Halide fixtures feature a Super CWA type ballast. Super Metal Halide, Metal Halide, and High Pressure Sodium fixtures feature a high-power factor type CWA ballast. All ballast types are designed for _20' F operation. REFLECTORSIDISTRIBUTION PATTERNS -The series is available in a variety of reflector systems and distribution patterns, all with vertical oriented lamps: GFR: Type II (2), Type III (3), Perimeter Forward Throw (FP), Type V (5) and Automotive Forward Throw (FA). GFM: Type II (2), Type III (3), Perimeter Forward Throw (FP), and Type V (5) . Field-rotatable reflectors provide flexibility in distribution patterns without moving the fixture. Photometric data is tested in accordance with IESNA guidelines. BRACKETS -Arm Mount: 2-1/2" x 5-3/8" x 12" extruded aluminum bracket is shipped standard. An 8" bracket is available for single or 0180' configurations, but must be ordered from the Options column of the ordering chart. A Round Pole Plate (RPP2) is required for mounting to 3"-5" round poles. (See Accessories chart.) Pole Top: The cast aluminum mounting hub conceals the wiring compartment and mounts directly to LSI's unique "pole-top mounting plate", via a high-strength grade five steel bolt with nylon insert and split lock washer for double locking. Support arms consist of four 11/16" 0.0. aluminum rods and are pre-wired for ease of installation. FINISHES -Each fixture is finished with LSI's DuraGrip® polyester powder coat finishing process. The OuraGrip finish withstands extreme weather changes without cracking or peeling, and is guaranteed for fIVe full years. Standard colors include bronze, black, platinum plus, buff, white, green, and graphite. DECAL STRIPING -LSI offers optional color-coordinated decals in 9 standard colors to accent the fixture. Decal is guaranteed for five years against peeling, cracking, or fading. PHOTOMETRICS -Please visit our web site at www.lsi-industries.com for detailed photometric data. c®us lISTED wet location DIMENSIONS r-I --A -----.1 o Pole Top Mount A B GFM Arm Mount 21-5/8' 12-3/4" GFPM Pole Top 21-5/8' 12·3/4' GFR Arm Mount 21-5/8' 16-1/8' GFPR Pole Top 21-5/8' 16-1/8' lUMINAIRE EPA CHART Greenbriar GFM Flat lens 12' Bracket .. Single 3.2 .... 0180' 6.3 ' .. 090' 5.7 .. '.. T90' 8.8 --J .. TN120' ........................ __ .. _._- 9.0 + Q90' 11.3 • Pole Top 3.2 Bracket- 2-bolt Pattern C - 21-15/16' - 25" GFR 12' Bracket 3.8 7.6 7.6 11.4 _ ... _-- 11.4 15.2 4.0 Note: House Side Shield adds to fixture EPA. Consult factory. Fixture Type __________ ---' GREENBRIAR® -FLAT LENS LUMINAIRE ORDERING INFORMATION Lummalre Lamp Line Lummalre Prefix DIStribution Watt a e Light Source Lens Voltage' Finish Medium Vertical Burn GFM -Arm Mount GFPM -Pole Top1 Reduced Vertical Burn GFR -Arm Mount GFPR -Pole Top1 2 -Type II 3 -Type III FP -Perimeter Forward Throw 5 -Type V 250 320 400 2 -Type II 400 3 -Type III 750 FP -Perimeter 1000 Forward Throw FA -Automotive Forward Throw 5 -Type V EXAMPLE OF A TYPICAL ORDER FOOTNOTES: PSMV -Pulse-Start Metal Halide 250, 320 Watt SMVR -Super Metal Halide Reduced Envelope 400 Watt MH -Metal Halide 250 Watt MHR -Metal Halide Reduced Envelope 400 Watt HPS -High Pressure Sodium 250, 400 Watt PSMV -Pulse-Start Metal Halide 400,750, 10002 Watt MHR -Metal Halide Reduced Envelope 1000 Watt 1-When ordering pole top fixtures for tenon mounting, a pole top adaptor must be ordered. 2-Tri-Tap not available in 1000 Watt PSMV. Voltage must be specified -120V, 277V or 347V. 3-For international VOltages, consult factory. F -Flat Clear Tempered Glass PLP 480V MT -Multi Tap4 IT -Tri-Tap 4-MT -Multi Tap is Shipped standard unless otherwise specified. Multi Tap consists of 120V, 208V, 240V, and 277V. MulU Tap is pre-wired for highest voltage. Alternate VOltages will require field re-wiring. 5-Tri-Tap is shipped standard for Canadian applications. Tri-Tap consists of 120V, 277V, and 347V. Tri-Tap is pre-wired for highest voltage. Alternate VOltages will require field re-wiring. 6-An 8" bracket can only be ordered with single and 0180' configurations. 7-On GFRlGFPR photoelectric control can only be used with 400 Watt PSMV. ACCESSORY ORDERING INFORMATION (Aw'osorlcs air flclel IIls1allcel) Description FK120V -Single Fusing FK277V -Single Fusing DFK208. 240V -Double Fusing DFK480V -Double Fusing FK347V -Single Fusing RPP2 -Round Pole Plate Order Number FK120V+ FK277V+ DFK208.240V+ DFK480V+ FK347V+ 162914BLK++ +Fusing must be located in the hand-hole of the pole on GFRlGFPR Series - not in the fixture. HOUSE SIDE SHIELDS q I ~ TYPE II (4342901) TYPE III AND FORWARD THROW (FAlFP) (4342902) Project Name _________________ ---1 Description BKS-BO-WM-* -CLR Wall Mount Plate GFRlGFM 2 HSS -House Side Shield GFPRlGFPM 2 HSS -House Side Shield GFR/GFM 3 HSS -House Side Shield GFPRlGFPM 3 HSS -House Side Shield GFRlGFM FP HSS -House Side Shield GFPRlGFPM FP HSS -House Side Shield ++ Black only. Fixture Type ____________ --' Catalog # _________________________ -' BRZ -Bronze BLK -Black PLP-Platinum Plus BUF -Buff WHT -White GRN -Green GPT -Graphite 8BK -8" PCI120V -Button-Type Photoelectric Control7 PCI208V -Button-Type Photoelectric Control7 PCI240V -Button-Type Photoelectric Control7 PCI277V -Button-Type Photoelectric Control7 LL -Less Lamp Color Decals 45 -Light Gold Metallic 20 -Charcoal Metallic 94 -Blue Metallic 59 -Dark Green 21 -Tomato Red 55 -Black 50 -White 51 -Dark Red Order Number 123111CLR 4342901++ 4342901++ 4342902++ 4342902++ 4342902++ 4342902++ APPLEBEE'S SCONCE HOUSING -Pre-Galvanized Steel. WALL MOUNT -Universal mounting on back of housing mounts directly to a recessed 4" junction box (box by other). Access to components accomplished by removing outer shade. GLOBE -Heat and impact resistant, linear prismatic glass with threaded opening and gasket. SOCKET -CFL socket features a 4-pin design to accept GGX24q base lamp. L1GKT SOURCE -26,32, or 42-watt PLot Triple Tube Compact Fluorescent. BALLAST -High Power Factor 26/32/42 Watt design is rated at O°F (-18°C), and suitable for outdoor weather applications. Universal Electronic design operates 120-277VAC with "A" sound rating. FINISHES -Each fixture is finished with LSI's DuraGrip® polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling, and is guaranteed for five full years. Colors include Applebee's green, gloss green, and bronze. DIMENSIONS 031/2" B.C. MOUNTING TO FIT A ST'D 4" CONDUIT BOX BACK VIEW Fixture Rated Prefix Wattage SIDE VIEW Light Line Fixture Source Voltage FInish Mounting SCN 26132142 CFL -Single Compact UE ABG -Applebee's LDS96WL -8' prewired leads. For use wrth Fluorescent Gloss Green stem or bracket mounting GGN -Gloss Green BRZ -Textured Bronze I I I II I I I I SCN 26/32142 CFL UE GGN LDS96WL PG3 I Field Installed Accessories Part No. 165564 -Full Cutoff Uplight Sheild 101/8' TOP VIEW OptIOns PG3 -Globe I Project Name _______________ --' Fixture Type _______________ ~ #_--------------------------------~ 0 ~ 0 ~ z z w w w w D:: D:: 0 0 m l-m I-W W D. D. ~ ~ c( c( D. D. Z Z 0 0 i= i= ~ ~ w W ..J ..J :::J W W E33333 :::E: I-~ I-m E33333 D:: c( 0 w z GREENBRIAR® -FLAT LENS LUMINAIRE ORDERING INFORMATION Lumlnalre Lamp Lme Lummalre Prefix Distribution Walta e Light Source Lens Voltage3 Finish Medium Vertical Burn GFM -Arm Mount GFPM -Pole Top1 Reduced Vertical Burn GFR -Arm Mount GFPR -Pole Top1 2 -Type II 3 -Type III FP -Perimeter Forward Throw 5 -Type V 250 320 400 2 -Type II 400 3 -Type III 750 FP -Perimeter 1000 Forward Throw FA -Automotive Forward Throw 5 -Type V EXAMPLE OF A TYPICAL ORDER FOOTNOTES: PSMV -Pulse-Start Metal Halide 250, 320 Watt SMVR -Super Metal Halide Reduced Envelope 400 Watt MH -Metal Halide 250 Watt MHR -Metal Halide Reduced Envelope 400 Watt HPS -High Pressure Sodium 250, 400 Walt PSMV -Pulse-Start Metal Halide 400,750, 10002 Watt MHR -Metal Halide Reduced Envelope 1000 Watt 1-When ordering pole top fixtures for tenon mounting, a pole top adaptor must be ordered. 2-Tri-Tap not available in 1000 Watt PSMV. Voltage must be specified -120V, 277V or 347V. 3-For international voltages, consult factory. F -Flat Clear Tempered Glass PLP 4S0V MT -Multi Tat IT -Tri-Tap 4-MT -Multi Tap is shipped standard unless otherwise specified. Multi Tap consists of 120V, 208V, 240V, and 277V. Multi Tap is pre-wired for highest voltage. Alternate VOltages will require field re-wiring. 5-Tri-Tap is shipped standard for Canadian applications. Tri-Tap consists of 120V, 277V, and 347V. Tri-Tap is pre-wired for highest VOltage. Alternate voltages will require field re-wiring. 6-An S" bracket can only be ordered with single and D180· configurations. 7-On GFRlGFPR photoelectric control can only be used with 400 Watt PSMV. ACCESSORY ORDERING INFORMATION (AcceSSOries are field Installed) Description FK120V -Single Fusing FK277V -Single Fusing DFK20a. 240V -Double Fusing DFK4S0V -Double Fusing FK347V -Single Fusing RPP2 -Round Pole Plate Order Number FK120V+ FK277V+ DFK20a. 240V+ DFK480V+ FK347V+ 162914BLK++ +Fusing must be located in the hand· hole of the pole on GFRlGFPR Series - not in the fixture. HOUSE SIDE SHIELDS rm.m ........... jr--· ----1 I ............ ..i ~m TYPE II (4342901) q mmI .......... TYPE III AND FORWARD THROW (FAlFP) (4342902) ProjeclName _________________ -' Description BKS-BO-WM-*-CLR Wall Mount Plate GFRlGFM 2 HSS -House Side Shield GFPRlGFPM 2 HSS -House Side Shield GFR/GFM 3 HSS -House Side Shield GFPRlGFPM 3 HSS -House Side Shield GFRlGFM FP HSS -House Side Shield GFPRlGFPM FP HSS -House Side Shield ++ Black only. Fixture Type #_--------------------------------------------~ BRZ -Bronze BLK -Black PLP-Platinum Plus BUF -Buff WHT -White GRN -Green GPT -Graphite SBK-S" PCI120V -Button-Type Photoelectric Control7 PCI20SV -Button-Type Photoelectric Control7 PCI240V -Button-Type Photoelectric Control7 PCI277V -Button-Type Photoelectric Control7 LL -Less Lamp Color Decals 45 -Light Gold Metallic 20 -Charcoal Metallic 94 -Blue Metallic 59 -Dark Green 21 -Tomato Red 55 -Black 50 -White 51 -Dark Red I Order Number 123111CLR 4342901++ 4342901++ 4342902++ 4342902++ 4342902++ 4342902++ APPLEBEE'S SCONCE HOUSING -Pre-Galvanized Steel. WALL MOUNT -Universal mounting on back of housing mounts directly to a recessed 4" junction box (box by other). Access to components accomplished by removing outer shade. GLOBE -Heat and impact resistant, linear prismatic glass with threaded opening and gasket. SOCKET -CFL socket features a 4-pin design to accept GGX24q base lamp. LIGHT SOURCE -26,32, or 42-watt PL-t Triple Tube Compact Fluorescent. BALlAST -High Power Factor 26/32/42 Watt design is rated at O°F (-18°C), and suitable for outdoor weather applications. Universal Electronic design operates 120-277VAC with "A" sound rating. FINISHES -Each fixture is finished with LSI's DuraGrip® polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling, and is guaranteed for five full years. Colors include Applebee's green, gloss green, and bronze. DIMENSIONS 11131/2" B.C. MOUNTING TO AT A ST'D 4' CONDUIT BOX BACK VIEW Fixture Rated Prelix Wattage SIDE VIEW light line Fixture Source Voltage Finish Mounting SCN 26132142 CFL -Single Compact UE ABG -Applebee's LDS96WL -8' prewired leads. For use w~h Ruorescent Gloss Green stem or bracket mounting GGN -Gloss Green BRZ -Textured Bronze I I I II I I I I SCN 26/32/42 CFL DE GGN LDS96WL PG3 I Field Installed Accessories Part No. 165564 -Full Cutoff Upllght Sheild ProlectName _______________ --' Fixture Type Catalog' _______________________ -' TOP VIEW Options PG3-Globe I (!) ~ (!) ~ z z w w w w I:t:: I:t:: 0 0 UJ l-UJ I-W W a. a. ~ ~ <C ~ a. z z 0 0 i= i= ~ ~ w W ...I ...I 0 W W EEE:B ~ I-~ ~ ~ EEE:B 0 W Z APPLEBEE'S RLM LAMP KIT HOUSING -Pre-Galvanized Steel. MOUNTING -Fixed hub tapped for 3,4" NPT conduit. Factory pre-wired with 96" leads. GLOBE -Heat and impact resistant, linear prismatic glass with threaded opening and gasket. SOCKET -CFL socket features a 4-pin design to accept GGX24q base lamp. LIGHT SOURCE -26,32, or 42-watt PL-t Triple Tube Compact Fluorescent. BRACKET -3,4" Single Reflector Gooseneck Thru-Wall Gooseneck Bracket. Features rigid conduit threaded 3,4" NPT both ends and Sliding Wall Plate. INTERIOR BALLAST -Attaches to end of Gooseneck Bracket. Operates 23132142 watt CFL lamp from 120-277 VAC primary supply branch circuit. Housing is zinc plated steel. FINISHES -Each fixture is finished with LSI's polyester powder coat finishing process. The finish withstands extreme weather changes without cracking or peeling. Colors include Applebee's green, gloss green, and bronze. DIMENSIONS c@us LISTBI wet location ~-------------------42 ----~~~~=-~==~~----------__. APPLEBEE'S INTERIOR BLST. PIPE) R81/2 R4 ADJUSTABLE SLIDING WALL PLATE ---BUILDING EXTERIOR 3' DIA. LINEAR PRISMATIC ---+-----1- GLASS GLOBE Catalog Numbar: NAP200 26/32/42 CFL UE F 3 XXX 314' NPT 23 Project Nam .... e _____________ ----' Fixture Type _________ ---.J Catalog IL' ____________________ ----' POLE SHAFT -Pole shaft is electro-welded ASTM-ASOO Grade C steel tubing with a minimum yield strength of 50,000 psi. On Tenon Mount steel poles, tenon is 2-3/8" 0.0. high- strength pipe. Tenon is 4-3/4" in length. Straight poles are 4", 5", and 6" square. HAND-HOLE -Standard hand-hole location is 12" above pole base. Hand-hole size is 2" x 4". Poles 22' and above have a 3" x 6" reinforced hand-hole. BASE -Pole base is ASTM-A36 hot-rolled steel plate with a minimum yield strength of 36,000 psi. Two-piece square base cover is optional. ANCHOR BOLTS -Poles are ijJrnished with anchor bolts featuring zinc-plated double nuts and washers. Galvanized anchor bolts are optional. Anchor bolts conform to ASTM-A36 with a minimum yield strength of 36,000 psi. GROUND LUG -Ground lug is standard. DUPLEX RECEPTACLE -Weatherproof duplex receptacle is optional. GROUND FAULT CIRCUIT INTERRUPTER -Ground fault circuit interrupter is optional. FINISHES -Each pole is finished with LSI's DuraGripl!l) baked-on polyester-powder finishing process to give the pole an exceptionally attractive appearance. The process electrostatically applies and thermally fuses a polyester powder to the pole. This unique protection process provides an extremely smooth and uniform finish which withstands extreme weather changes without cracking or peeling. DuraGrip finish features a two-year limited warranty. Standard finish colors available for poles are bronze, black, platinum plus, buff, white, green, and graphite. Optional DuraGripllil Plus features added protection with a 3.0 to 5.0 mil thickness of polyester-powder finish plus an inner coating. This specially developed inner coating is a thermal plastic hydrocarbon resin applied to the inside of the pole to seal and protect against atmospheric and corrosive matter. DuraGrip Plus finish featlJ'es a five-year limited warranty. DETERMINING THE LUMINAIREIPOLE COMBINATION FOR YOUR APPLICATION: • Select luminaire from Luminaire Ordering Information. • Select bracket configuration. • Refer to Luminaire EPA Chart to determine EPA value. • Select Height of pole. • Select MPH to match the wind speed in the application area. • Confirm the pole EPA that is equal to or exceeds the luminaire!bracket EPA as was previously determined. /'" Refer to EPA data on next page for complete EPA information. If luminaire weight exceeds 250 Ibs., consult factoly .'H" denotes high yield steel (70,000 psi). DIMENSIONS SQN- 2-3/8" O.D. x 4-3/4" Tenon 11- 14'-39' Hand-hole 12" Standard DRILLING LOCATIONS Side "c" I Side "D"- I Side" A" (Hand-hole Side) Sides A B Hand-hole X SillQle X 0180' X D90' X T90' X X TN120" X 090' X X Sinole FBO X Double FBO X SQBO-Bolt-On Mount 2-Bolt Pattern SQP- Square Pole Top [IDJ SQI- No Mounting Holes » SF - Single Flood Pole Preparation -Side"B" C D X X X X X X 'Other two locations will be 120' to the left and right of Side A. Note: Consult factory for custom variations. Standard SF and OF pole preparations are located 314 of the height of the pole from the base, unless otherwise specified. Project Name ________________ -' Fixture Type ___________ --' Catalog' ________________________ --' STEEL SQUARE POLES ORDERING INFORMATION Pole Mounting Senes Matenal Height Conli uratlOn Pole Finish Options Square pole for Bolt-on mount 2-Bolt Patlem 4SQBO 5SQBO 6SQBO SllG -11 Ga. Steel 14' SllH -11 Ga. Steel 16' S07G -07 Ga. Steel 18' 20' 22' 24' 26' 28' 30' 35' 39' S -Single/Parallel D1800 -Double D900 -Double DN900 -Double T90° -Triple TN120° -Triple Q900 -Quad QN900 -Quad PT -Pole Top Mount BRZ -Bronze BLK -Black PLP -Platinum Plus BUF -Buff WHT -White GRN -Green GPT -Graphite GA -Galvanized Anchor Bolts SF -Single Flood2 DF -Double Flood2 DGP -DuraGrip® Plus LAB -Less Anchor Bolts --Sq~are Pol; fo;--1 Pole Top Mount 4SQP ,--------. - 5SQP 6SQP Square Pole for Tenon Mount 4SQN 5SQN 6SQN ... -.... --.... -..... ----.. -... --....... -... -.......................... ! Square Pole ! (No mounting hole~ No pole lOp caps) ! 4SQI i 5SQI ' I I Consult Pole Selection \ Chart on opposite page.\ I I I N -Tenon Mount (Standard tenon size is 2") I -For use with Internal Slip-Fitter 1 I I I r 1 5SQ80 S07G 24 D180 PLP EXAMPLE OF A TYPICAL ORDER ACCESSORY ORDERING INFORMATION (Accessones are field Installed) BOLT CIRCLE Description Order Number 4Be -4' Square Base Cover 122559CLR 5Be -5' Square Base Cover 122561 CLR 6BG -6' Square Base Cover 122563CLR ER2 -Weatherproof Duplex Rqtacle 122566PLT GFI-Ground Fault Circuitlnterrupter 122567PLT MHP -Mounting Hole Plugs (3 plugs) 132336 4" square ~ ~F'" "" Dia. Bott Circle . __ Vibration Damper -4' Square Po_le___ 172539 ... V.ibJ:aljQ!l.D.ampeL,5~Squa[eE'olL _ . ... . ......... ..................... ... . . .J1253IL B Slotted BokCircle S"to 11" AnchorBo~ Size 3/4' x 3D" AnchorBott Pro,jection 3-1/4" Base Plate Opening for Wtreway Entry 3-5/S" Base Plate Dimensions 1(}' lIB' SQ. x 314' thk. 1 SF DGPI S" square ~ ~~E:~ ~F" "" Di •. Bolt Circle C Slotted 9"to "" 3/4" x 3D" 3-1/4' 4-3/4' 1 (}'11B' SQ. x 314' thk. Standard SF and DF pole preparations are located 3/4 of the height of the pole from the base, unless otherwise specified. J 1I.lIhl[, 1-See Area Lighting Brackets Section. 2-See Flood Lighting Brackets 5" square CIfTI 'O-1.!!" sq; !.;-~ ~ .......... , ··----r "" Dia. Bon Circle D Slotted 9'to 11' 1" x 36" 4' 4-5/S' 1(}'1/S" SQ. x l' thk. 6" square '2" sq. ~..--'W, lv [:;:11 ["'~A i /" 1 '2" Di •. Bolt Circle J 12" l"x 36' 4' 5-5/S' 12' so. x 1-118' thk. Note: Base plate illustrations may change without notice. Do not use for setting anchor bolts. Consult factory for the base plate templates. EPA INFORMATION All LSI Lighting Systems' poles are guaranteed to meet the EPA requirements listed. LSI Lighting Systems is not responsible if a pole order has a lower EPA rating than the indicated wind-loading zone where the pole will be located. CAUTION: This guarantee does not apply if the pole/bracket/fixture combination is used to support any other items such as flags, pennants, or signs, which would add stress to the pole. LSI Lighting Systems cannot accept responsibility for harm or damage caused in these situations. NOTE: Pole calculations include a 1.3 gust factor over steady wind velocity. Example: poles designed to withstand 80 MPH steady wind will withstand gusts to 104 MPH. EPAs are for locations 100 miles away from hurricane ocean lines. Consult LSI for other areas. Note: Hurricane ocean lines are the Atlantic and Gulf of Mexico coastal areas. For Florida applications -consult factory. Proj~t~ __________________________________ ~ Fixture Type Catalog' ________________________________________________ _ I REENBRIAR® -FLAT LENS HOUSING -The aluminum housing is available in two sizes for Greenbriar Flat Lens Reduced Envelope 1000 Watt lamp and Greenbriar Flat Lens Reduced Envelope 400 Watt lamp. Both housings are the same dimensions square, however, the GFR is deeper. Both are finished to produce a clean, sharp appearance, and designed to ensure weather-tight construction. Top-access covers provide ease of installation and servicing. LENS/GASKET -The flat clear tempered glass lens is sealed to the housing with an EPDM gasket preventing entry of moisture, dust and insects. TOP COVER FASTENERS -The four captive stainless steel fasteners secure the top-access cover to the housing. SOCKETS -Porcelain mogUl-base sockets. All sockets are pUlse-rated. LIGHT SOURCES -Pulse-Start Metal Halide, Super Metal Halide Reduced Envelope, Metal Halide, Metal Halide Reduced Envelope, or High Pressure Sodium. Clear lamp is supplied as standard. BALLASTS -Pulse-Start Metal Halide fixtures feature a Super CWA type ballast. Super Metal Halide, Metal Halide, and High Pressure Sodium fixtures feature a high-power factor type CWA ballast. All ballast types are designed for -20' F operation. REFLECTORS/DISTRIBUTION PATIERNS -The series is available in a variety of reflector systems and distribution patterns, all with vertical oriented lamps: GFR: Type II (2), Type III (3), Perimeter Forward Throw (FP), Type V (5) and Automotive Forward Throw (FA). GFM: Type II (2), Type III (3), Perimeter Forward Throw (FP), and Type V (5) . Field-rotatable reflectors provide flexibility in distribution patterns without moving the fixture. Photometric data is tested in accordance with IESNA guidelines. BRACKETS -Ann Mount: 2-1/2" x 5-3/S" x 12" extruded aluminum bracket is Shipped standard. An S" bracket is available for single or D1S0' configurations, but must be ordered from the Options column of the ordering chart. A Round Pole Plate (RPP2) is required for mounting to 3"-5" round poles. (See Acoessories chart.) Pole Top: The cast aluminum mounting hub conceals the wiring compartment and mounts directly to LSI's unique "pOle-top mounting plate", via a high-strength grade five steel bolt with nylon insert and split lock washer for double locking. Support arms consist of four 11/16" O.D. aluminum rods and are pre-wired for ease of installation. FINISHES -Each fixture is finished with LSI's DuraGrip® polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling, and is guaranteed for five full years. Standard colors include bronze, black, platinum plUS, buff, white, green, and graphite. DECAL STRIPING -LSI offers optional color-coordinated decals in 9 standard colors to accent the fixture. Decal is guaranteed for fIVe years against peeling, cracking, or fading. PHOTOMETRICS -Please visit our web site at www.lsi-industries.com for detailed photometric data. c@us LISTED wet locatio" DIMENSIONS I A I ~ I] 0 Bracket- 2-bolt PaHem L 12" J Ann Mount ~A E:l ~~ Pole Top Mount A B C GFM Arm Mount 21-5/8" 12-3/4" - GFPM Pole Top 21-5/8" 12-3/4" 21-15/16" GFR Arm Mount 21-518' 16-1/8" - GFPR Pole Top 21-5/8" 16-1/8" 25" LUMINAIRE EPA CHART Greenbriar GFM GFR Flat Lens 12' 8racket 12' 8racket .. Single 3.2 3.8 ----------.... 0180' 6.3 7.6 ' .. 090' 5.7 7.6 .' .. ------- --- 190' 8.8 11.4 , TN120' 9.0 11.4 ~ .. ±_~O' 11.3 15.2 • Pole Top 3.2 4.0 Note: House Side Shield adds to fixture EPA. Consult factory. Project Name _______________ --'I Fixture Type __________ --' Catalog 11 _______________________ -, rinted: 05-10-2005 'ayment Made: c rOFRENTON lu55 S. Grady Way Renton. W A 98055 Land Use Actions RECEIPT Permit#: LUA05-061 05/10/2005 10:41 AM Receipt Number: fotal Payment: 500.00 Payee: RVA CENTER LLC Current Payment Made to the Following Items: Trans Account Code Description Amount 5010 000.345.81.00.0007 Environmental Review 500.00 Payments made for this receipt Trans Method Description Amount Payment Check #8794 500.00 Account Balances Trans Account Code Description Balance Due 3021 303.000.00.345.85 Park Mitigation Fee 5006 000.345.81.00.0002 Annexation Fees 5007 000.345.81.00.0003 Appeals/Waivers 5008 000.345.81.00.0004 Binding Site/Short Plat 5009 000.345.81.00.0006 Conditional Use Fees 5010 000.345.81.00.0007 Environmental Review 5011 000.345.81.00.0008 Prelim/Tentative Plat 5012 000.345.81.00.0009 Final plat 5013 000.345.81.00.0010 PUD 5014 000.345.81.00.0011 Grading & Filling Fees 5015 000.345.81.00.0012 Lot Line Adjustment 5016 000.345.81.00.0013 Mobile Home Parks 5017 000.345.81.00.0014 Rezone 5018 000.345.81.00.0015 Routine Vegetation Mgmt 5019 000.345.81.00.0016 Shoreline Subst Dev 5020 000.345.81.00.0017 Site Plan Approval 5021 000.345.81.00.0018 Temp Use or Fence Review 5022 000.345.81.00.0019 Variance Fees 5024 000.345.81.00.0024 Conditional Approval Fee 5036 000.345.81.00.0005 Comprehensive Plan Amend 5909 000.341.60.00.0024 Booklets/EIS/Copies 5941 000.341.50.00.0000 Maps (Taxable) 5954 604.237.00.00.0000 Special Deposits 5955 000.05.519.90.42.1 Postage 5998 000.231.70.00.0000 Tax Remaining Balance Due: $0.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 OEVElOPMENl P CITY OF AENT~~N1NG MAY 102005 RECeIVED R0502458 rinted: 05-10-2005 :layment Made: ( YOFRENTON 1u55 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA05-061 05/10/2005 10:42 AM Receipt Number: r otal Payment: 2,000.00 Payee: RVA CENTER LLC Current Payment Made to the Following Items: Trans Account Code Description Amount 5020 000.345.81.00.0017 Site plan Approval 2,000.00 Payments made for this receipt Trans Method Description Amount Payment Check #8795 2,000.00 Account Balances Trans Account Code Description Balance Due 3021 303.000.00.345.85 Park Mitigation Fee 5006 000.345.81.00.0002 Annexation Fees 5007 000.345.81.00.0003 Appeals/Waivers 5008 000.345.81.00.0004 Binding Site/Short Plat 5009 000.345.81.00.0006 Conditional Use Fees 5010 000.345.81.00.0007 Environmental Review 5011 000.345.81.00.0008 Prelim/Tentative Plat 5012 000.345.81.00.0009 Final Plat 5013 000.345.81.00.0010 PUD 5014 000.345.81.00.0011 Grading & Filling Fees 5015 000.345.81.00.0012 Lot Line Adjustment 5016 000.345.81.00.0013 Mobile Home Parks 5017 000.345.81.00.0014 Rezone 5018 000.345.81.00.0015 Routine Vegetation Mgmt 5019 000.345.81.00.0016 Shoreline Subst Dev 5020 000.345.81.00.0017 Site Plan Approval 5021 000.345.81.00.0018 Temp Use or Fence Review 5022 000.345.81.00.0019 Variance Fees 5024 000.345.81.00.0024 Conditional Approval Fee 5036 000.345.81.00.0005 Comprehensive Plan Amend 5909 000.341.60.00.0024 Booklets/EIS/Copies 5941 000.341.50.00.0000 Maps (Taxable) 5954 604.237.00.00.0000 Special Deposits 5955 000.05.519.90.42.1 Postage 5998 000.231.70.00.0000 Tax Remaining Balance Due: $0.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 DEVELOPMENT PLANNING CITY OF RENTON MAY 1 0 2005 RECEIVED R0502459 :··-i h. '.~,.", ~ ......... C~ L!J C"J .R ~. C) ~~'Plil" --W ~ f"" .~'" W 2: ~\~ ~~:"'J. 1923059054 1923059102 1923059043 3340401630 1923059101 7231600542 72:,2000010 -.-----~0002 23160014 ,..------- 23160017 23160031 23160003 23160013 231600031 23160019 23160029 01620 23160020 3340401607 23160012 23160020 23160004 23160028 23160010 23160004 23160021 23160028 3340401600 23160006( :.13160009 23160022 23160027 23160022 3340401595 23160009 23160023 2316oo07( 23160085 23160025 23160024 3340401585 7222000278 3340401180 3340401390 3340401255 3340401435 7222000316 7222000281 3340401385 3340401260 7222000322 3340401165 3340401380 3340401265 7222000320 7222000285 3340401160 3340401375 3340401270 7222000326 7222000325 7222000290 7222000328 7222000327 3340401020 • , < ~ l!~ .. ~ tll\j '4. t .~ • • I , . • NORTH ELEVATION -SOUTH GRADY WAY EAST ELEVATION --------____ ...J WEST ELEVATION SOUTH ELEVATION BUILDING ELEVATIONS· TLS LU Itot; -06 I " I S"-H-, cC.F Renton Village Expansion Renton, Washington Traffic Impact Study March 24, 2005 Prepared for: RVA Land LLC 520 Pike street, Suite 1500 Seattle, Washington 98 101 I EXPIRES 3131/o, I Prepared by: Transportation Engineering NorthWest DEVELOPMENT PLANNIN" CITY ()c RFNTm-! '., MAY 1 0 2005 RECEIVED Transportation Engineering/Operations. Impact Studies. Design Services. Transportation Planning/Forecastlng 16625 Redmond Way, Suite H, PHB 323 • Redmond, WA 98052 • Office (425) 485-4663 • Fax (425) 398-5779 Renton Village Expansion Traffic Impact Analysis Table of Contents FINDINGS & CONCLUSIONS .................................................................................... 111 INTRODUCTION .............................................................................................................. 1 Analysis Approach .......................................................................................................... 1 Primary Data and Information Sources ........................................................................... 2 EXISTING CONDITIONS ............................................................................................... 5 Roadway Network ........................................................................................................... 5 Peak-Hour Traffic Volumes ............................................................................................ 5 Existing Level of Service ................................................................................................ 7 Pedestrian and Transit Facilities ..................................................................................... 8 Planned Transportation Improvements ........................................................................... 8 DETERMINATION OF FUTURE CONDITIONS •••••••..••..••••.•.••••..•...•...••.•..••.••...•......• 9 Trip Generation ............................................................................................................... 9 Trip Distribution and Assignment ................................................................................ 11 Future Traffic Volumes ................................................................................................. 14 Future Levels of Service .................................................................. c •••••••••••••••••••••••••••• 14 MITIGATION ........................................................................ ~ ......................................... 17 Level of Service ............................................................................................................ 17 Impact Fees ................................................................................................................... 1 7 Appendix Appendix A -Existing Traffic Volumes Appendix B -Level of Service Calculations at Study Intersections Transportation Engineering NorthWest Page i March 24, 2005 Renton Village Expansion Traffic Impact Analysis List of Figures and Tables Figure 1 Project Vicinity ................................................................................................................. 3 Figure 2 Proposed Site Plan ............................................................................................................ 4 Figure 3 2005 PM Peak Hour Traffic Volumes .............................................................................. 6 Figure 4 PM Peak Hour Project Trip Distribution and Assignment.. ........................................... 12 Figure 5 PM Peak Hour Pass-By Trip Assignment ...................................................................... 13 Figure 6 2006 Without Project PM Peak Hour Traffic Volumes ................................................. 15 Figure 7 2006 With Project PM Peak Hour Traffic Volumes ....................................................... 16 Table 1 LOS Criteria for Signalized Intersections ......................................................................... 7 Table 2 2005 Existing Level of Service Summary -PM Peak Hour .............................................. 8 Table 3 Trip Generation Summary ............................................................................................... 1 0 Table 4 2006 Level of Service Summary -PM Peak Hour .......................................................... 14 Transportation Engineering NorthWest Page Ii March 24, 2005 Renton Village Expansion Traffic Impact Analysis FINDINGS & CONCLUSIONS This report documents the transportation analysis for the proposed expansion of the Renton Village Shopping Center. The 129,180 square foot Renton Village Shopping Center is located on the south side of S Grady Way between Rainier Avenue S and Talbot Road S. The proposed expansion would add 27,050 square feet of development to the site. Access to the Renton Village shopping Center is currently provided by two signalized intersections on S Grady Way, two stop controlled driveways on S Grady Way, and driveways on S Renton Village Place. The proposed expansion is anticipated to be completed by late 2005. To be conservative, the year 2006 was used as the project buildout year for this analysis. Trip Generation. The proposed expansion is expected to generate 1,037 net new daily trips with 23 trips (14 entering, 9 exiting) occurring during the a.m. peak hour and 96 trips (46 entering, 50 exiting) occurring during the p.m. peak hour. Intersection Operational Analysis. A p.m. peak hour operational analysis was conducted at five study intersections in the project vicinity. The results showed that under 2006 future conditions with or without the proposed project, all signalized study intersections are expected to operate at level of service (LOS) E or better with exception to the Rainier Avenue SIS Grady Way intersection which operates at LOS F under existing conditions and future conditions with and without the project. Mitigation. The City's current transportation mitigation fee is $75 per daily trip. The proposed development is expected to generate 1,037 net new daily trips which would result in an impact fee of $77,775 (1,037 net new daily trips X $75/daily trip).. It should be noted that the applicant is requesting that all applicable credits against these impact fees be applied at the time of building permit issuance. ~ Transportation Engineering NorthWest Page iii March 24, 2005 Renton Village Expansion Traffic Impact Analysis INTRODUCTION This report documents the transportation analysis for the proposed expansion of the Renton Village Shopping Center. The 129,180 square foot Renton Village Shopping Center is located on the south side of S Grady Way between Rainier Avenue S and Talbot Road S in the City of Renton (see figure 1). The proposed expansion would add 27,050 square feet of development to the site. Access to the Renton Village shopping Center is currently provided by two signalized intersections on S Grady Way, two stop controlled driveways on S Grady Way, and driveways on S Renton Village Place. The proposed expansion is anticipated to be completed by late 2005. To be conservative, the year 2006 was used as the project buildout year for this analysis. A preliminary site plan for the development is shown in figure 2. Analysis Approach To analyze potential traffic impacts from the Renton Village expansIon, the following tasks were undertaken: • Assessed existing conditions through field reconnaissance and reviewed existing planning documents. • Documented pedestrian and transit facilities within the project vicinity. • Estimated the net new weekday daily, a.m. and p.m. peak hour trips generated by the proposed expansion. • Assigned project-generated trips to the street network, based on the existing travel patterns in the area. • Analyzed the p.m. peak hour operations at the following study intersections: ~ Rainier Avenue SIS Grady Way ~ Lake A venue SIS Grady Way ~ Shattuck Avenue SIS Grady Way ~ Talbot Road SIS Grady Way ~ Talbot Road SIS Renton Village Place • Identified traffic mitigation to the City of Renton. ~ Transportation Engineering NorthWest March 24, 2005 Page 1 Renton Village Expansion Traffic Impact Analysis Primary Data and Information Sources • Institute of Transportation Engineers (ITE), Trip Generation Manual, 7th Edition, 2003. • Institute of Transportation Engineers (ITE), Trip Generation Handbook, 2nd Edition, June 2004. • Highway Capacity Manual, Special Report 209, Transportation Research Board, Updated 2000. • City of Renton 2004 Traffic Counts. • King CountylMetro webpage as of March 2005. • City of Renton's Six Year (2005-2010) Transportation Improvement Program (TIP). • Transportation Element of Renton's Comprehensive Plan; adopted August 14, 2000. ~ Transportation Engineering NorthWest March 24, 2005 Page 2 Renton Village Expansion "l-t -.-.;.- t t Transportation Engineering Northwest Figure 1 Project Vicinity ~ Transportation Engineering NorthWest Traffic Impact Analysis Renton Village Expansion Renton, Washington 3/21/05 March 24, 2005 Page 3 Renton Village Expansion Traffic Impact Analysis L. ---' I " '~--II "_-..c::::.~ ........... _j ~~~~~~rf7~ nS] -----.. _-... _-, - - -_ .. -~ . . Site plan provided by W & H Pacific February 17, 2005. Transportation Engineering Northwest Figure 2 Proposed Project Site Plan ~ Transportation Engineering NorthWest Renton Village Expansion Renton, Washington 3121105 March 24, 2005 Page 4 Renton Village Expansion Traffic Impact Analysis EXISTING CONDITIONS Roadway Network The following describes existing arterial roadways that would be used as routes to and from the site. Roadway characteristics are described in terms of facility type, number of lanes, and posted speed limits. S Grady Way is a five lane east-west principal arterial with a posted speed limit of 35 mph along the Renton Village Shopping Center project frontage. S Grady Way provides an east-west link serving the south Renton area and the downtown Central Business District. Talbot Road S is a five lane north-south principal arterial with a posted speed limit of 35 mph in the project vicinity. Talbot Road S provides a link between SW 7th Street and the south City of Renton limits (S 200th Street). Shattuck Avenue S is a four lane north-south collector arterial north of the Renton Village Shopping Center. Shattuck Avenue S provides a north-south link through the downtown Central Business District between S Grady Way and S 2nd Street. Peak-Hour Traffic Volumes 2004 Weekday p.m. peak hour traffic volume data was provided by the City of Renton at the following study intersections. Study intersections were determined based on discussions with the City of Renton. • Rainier Avenue SIS Grady Way • Lake Avenue SIS Grady Way • Shattuck A venue SIS Grady Way • Talbot Road SIS Grady Way • Talbot Road SIS Renton Village Place To estimate 2005 volumes, an annual growth factor of two percent was used based on discussions with the City. Figure 3 shows the estimated 2005 p.m. peak hour traffic volumes at the study intersections. The 2004 p.m. peak hour turning movement count sheets provided by the City of Renton are included in Appendix A. ~ Transportation Engineering NorthWest March 24, 2005 Page 5 Renton ViUage Expansion J ~ 823-' ~ ... N 465 " N a- 58 J 242" Transportation Engineering Northwest PROJECT SITE 1,254-' IlS" ~ t M -0 1,206-' -~ N ~ 119" Figure 3 2005 PM Peak Hour Volumes Transportation Engineering NorthWest ..... M M ..... Traffic Impact Analysis ~23 .... 597 yo 348 ~ t t 761-' CD a--0 M M M 673" ... M N g (Nolto Scale) Renton Village Expansion Renton, Washington 3121105 March 24, 2005 Page 6 Renton Village Expansion Traffic Impact Analysis Existing Level of Service An existing 2005 weekday p.m. peak: hour level of service (LOS) analysis was conducted at the study intersections. Level of service refers to the degree of congestion on a roadway or intersection. It is a measure of vehicle operating speed, travel time, travel delays, and driving comfort. Level of service is generally described by a letter scale frOD;1 A to F. LOS A represents free-flow conditions-motorists experience little or no delays, and LOS F represents forced-flow conditions where the number of vehicles arriving exceed the capacity of the intersection. The LOS reported for signalized intersections represents the average control delay per vehicle entering the intersection. Table 1 outlines the LOS criteria for signalized intersections. Table 1 LOS Criteria for Signalized Intersections Signalized Intersection . Level of Service Delay Range (sec) A <10 B >10 to 20 C >20 to 35 D >35 to 55 E >55 to 80 F >80 Source: "Highway Capacity Manual", Special Report 209, Transportation Research Board, 2000 Intersection LOS were calculated using the methodology and procedures outlined in the 2000 Highway Capacity Manual, Special Report 209, Transportation Research Board (TRB), using the Synchro 6 software program. Existing signal timing at the study intersections used in the analysis was provided by the City of Renton. The p.m. peak hour LOS analysis results for the study intersections are summarized in Table 2. ~ Transportation Engineering NorthWest March 24, 2005 Page 7 Renton Village Expansion Traffic Impact Analysis Table 2 2005 Existing Level of Service Summary -PM Peak Hour 2005 Existing Delay Intersections LOS (sec/veh) VIC Signalized Intersections 1. Rainier Avenue SIS Grady Way F 199.6 1.40 2. Lake Avenue SIS Grady Way B 16.7 0.65 3. Shattuck Avenue SIS Grady Way B 19.7 0.65 4. Talbot Road SIS Grady Way E 60.1 0.92 5. Talbot Road SIS Renton Village PI B 12.1 0.67 As shown in Table 2, four of the five study intersections are estimated to operate at LOS E or better. The intersection of Rainier Avenue SIS Grady Way is estimated to operate at LOS F under 2005 existing conditions. Pedestrian and Transit Facilities Pedestrian facilities in the project vicinity include sidewalks on both sides of S Grady Way along the Renton Village Shopping Center project frontage. Crosswalks also exist at the signalized intersections of Lake Avenue SIS Grady Way and Shattuck Avenue SIS Grady Way. The South Renton Park & Ride is located on the north side of Grady Way S directly across from the Renton Village Shopping Center. The South Renton Park & Ride has 373 parking stalls and provides service to nine King County Metro transit routes. Planned Transportation Improvements The purpose of this section is to document the known planned transportation improvements in the study area. There is one planned transportation improvement project identified in the City of Renton's six-year 2005-2010 Transportation Improvement Program (rIP) in the study area. ~ Transportation Engineering NorthWest March 24, 2005 Page 8 Renton Village Expansion Traffic Impact Analysis TIP Rank #35: Grady Way Corridor Study Description: In conjunction with WSDOT, Sound Transit, and property owners along the corridor, perform a comprehensive analysis of short-and long-range multi-modal transportation improvements. The City will conduct a pre-engineering study to evaluate short-and long-term traffic flow and safety improvements along Grady Way including major intersections and traffic controls from Main Avenue to the west City Limits. The total estimated cost of the project is approximately $3,300,000. DETERMINATION OF FUTURE CONDITIONS Trip Generation The Renton Village expansion would add 27,050 square feet of building area to the existing 129,180 square foot site. The net new vehicular trip generation from the proposed expansion was based on the regression equations published in the ITE Trip Generation Manual for Land Use Code (LUC) 820, Shopping Center. Pass-by trip reductions associated with the expansion were also estimated based on rates included in the ITE Trip Generation Handbook, Second Edition, June 2004. Land use code 820 (Shopping Center) was determined to be the most appropriate land use code to estimate the net new trips associated with the proposed expansion. The ITE Trip Generation Manual for LUC 820 (Shopping Center) includes the following description: "Many shopping centers, in addition to the integrated unit of shops in one building or enclosed around a mall, include outparcels (peripheral buildings or pads locate on the perimeter of the center adjacent to the streets and major access points). These buildings are typically drive-in banks, retail stores, restaurants, or small offices." As shown in the proposed site plan (Figure 2), the proposed expansion would be located on outparcels consistent with the ITE description above. Therefore, LUC 820 (Shopping Center) was used for the trip generation estimate. The daily, a.m. and p.m. peak hour trip generation associated with the proposed Renton Village expansion is shown in table 3. ~ Transportation Engineering NorthWest March 24,2005 Page 9 Renton Village Expansion Traffic Impact Analysis Table 3 Trip Generation Summary Tr!J!s Generated ITE Trip Generation Land Use Area (St)2 LUC3 Ratel In Out Total Daily Shopping Center 27,050 820 58.09 785 786 1,571 Pass-by Tripi 34% 267 267 534 Net New Daily Trips = 518 519 1,037 AM Peak Hour Shopping Center 27,050 820 1.31 21 14 35 Pass-by Tripi 34% 7 5 12 Net New AM Peak Hour Trips = 14 9 23 PM Peak Hour Shopping Center 27,050 820 5.38 70 76 146 Pass-by Tripi 34% 24 26 50 Net New PM Peak Hour Trips = 46 50 96 Notes: l. Based on rate associated with entire shopping center (156,230 square feet) using the ITE regression equation. 2. Area = Net increase in shopping center (156,230 sf future -129,180 sf existing). 3. ITE Trip Generation manual, Seventh Edition, 2003 Land Use Code (LUC). 4. Pass-by trip percentage per ITE Trip Generation Handbook, 2004. As shown in table 3, the Renton Village expansion is estimated to generate 1,037 net new daily trips with 23 net new trips (14 entering, 9 exiting) occurring during the a.m. peak hour and 96 net new trips (46 entering, 50 exiting) occurring during the p.m. peak hour. Transportation Engineering NorthWest March 24, 2005 Page to Renton Village Expansion Traffic Impact Analysis Trip Distribution and Assignment The distribution of project-generated p.m. peak hour traffic was estimated based on existing travel patterns in the study area. The following summarizes the general distribution of the project-generated p.m. peak hour traffic. • 50% to/from the west on Grady Way S • 10% to/from the north on Shattuck Avenue S • 15% to/from the east on Grady Way S • 25% to/from the south on Talbot Road S Based on these distribution patterns, the p.m. peak hour project generated traffic was assigned to the local street system. Figure 4 illustrates the p.m. peak hour trip distribution and assignment. The distribution of pass-by trips was based on existing through volumes on S Grady Way. The assignment of pass-by trips is shown in Figure 5. Transportation Engineering NorthWest March 24, 2005 Page 11 Renton Village Expansion 12 --.. " 11 Transportation Engineering Northwest ~ U ::J I-~(/) I> (/)<:( PROJECT SITE RENTON VILLAGE PLACE Figure 4 Assignment of Net New PM Peak Hour Project Trips Transportation Engineering NorthWest Traffic Impact Analysis g (Nolto Scate) Renton Village Expansion Renton, Washington 3121/05 March 24, 2005 Page 12 Renton Village Expansion Transportation Engineering Northwest PROJECT SITE -12 -." l' 12 '" 13 7 Shattuck Av SIS Grady Wy -5-' '--6 Jr6 l' 6 Figure 5 Assignment of PM Peak Hour Pass-by Project Trips ~ Transportation Engineering NorthWest Traffic Impact Analysis g (No! to Scalel Renton Village Expansion Renton, Washington 3121105 March 24, 2005 Page 13 Renton Village Expansion Traffic Impact Analysis Future Traffic Volumes Future traffic volumes with and without the proposed Renton Village expansion were estimated for p.m. peak hour conditions in the year 2006. Future weekday p.m. peak hour traffic volumes used for the LOS analysis at the study intersections were developed based on existing traffic counts increased to account for both background growth and pipeline project trips. An annual growth rate of two percent was used to account for the anticipated future traffic growth. The weekday p.m. peak hour traffic volumes in the year 2006 without the project are shown on Figure 6. Future year 2006 p.m. peak hour traffic volumes with the Renton Village expansion were estimated by adding the p.m. peak hour project trips and pass-by trips (Figures 4 and 5) to the 2006 baseline traffic volumes (Figure 6). Figure 7 shows the year 2006 p.m. peak hour traffic volumes with the Renton Village expansion. Future Levels of Service Future 2006 level of service was analyzed at the study intersections with and without the Renton Village expansion. The p.m. peak hour LOS analysis results for the study intersections are summarized in table 4. Detailed level of service summary worksheets are provided in Appendix B. Table 4 2006 Level of Service Summary -PM Peak Hour 2006 Baseline 2006 With Pro_iect Delay Delay Intersections WS (sec/veh) VIC WS (sec/veh) VIC SigQalized Intersections 1. Rainier Ave SIS Grady Way F 211.0 1.43 F 214.3 1.43 2. Lake Avenue SIS Grady Way B 17.0 0.66 B 19.3 0.69 3. Shattuck Ave SIS Grady Way B 20.0 0.66 B 19.9 0.67 4. Talbot Road SIS Grady Way E 62.5 0.94 E 62.4 0.94 5. Talbot Rd SIS Renton Village PI B 12.3 0.68 B 13.3 0.70 As shown in table 4 four of the five study intersections are expected to operate at level of service (LOS) E or better with or without the proposed Renton Village expansion. The Rainier Avenue SIS Grady Way intersection is expected to operate at LOS F with or without the proposed Renton Village expansion. ~ Transportadon Engineering NorthWest March 24, 2005 Page 14 Renton Village Expansion 840 .... -0 M '" ... ... '" 474~ .... 0-... Transportation Engineering Northwest PROJECT SITE RENTON LLAGE 34J " r 24 J " t 1,279 .... '" -0 1,230 .... M '" e: .... !:! M 118~ 122~ Figure 6 2006 Without Project PM Peak Hour Volumes r In '" ~ TransportatJon Engineering NorthWest Traffic Impact Analysis ~24 '-609 r 355 " t r 776 .... -0 In ~ ... ... 687~ ... M '" g (Not to Scale) Renton Village Expansion Renton, Washington 3121105 March 24, 2005 Page 15 Renton Village Expansion .,. ~ J ~ 852-+ '<l .... .,. .,. 474" .,. 0- 259" Transportation Engineering Northwest PROJECT SITE '\ l' 1,267-+ 11'1 r-. M .... 153" N 1,229-+ 122" Figure 7 .... N !::! .,. 2006 With Project PM Peak Hour Volumes ~ Transportation Enaineering NorthWest 11'1 00 Traffic Impact Analysis ~24 +-615 r 355 '\ t l' 783-+ '<l 11\ ~ ; .,. 687" .... N g (Not 10 Scale) Renton Village Expansion Renton, Washington 3/21/05 March 24, 2005 Page 16 Renton Village Expansion Traffic Impact Analysis MITIGATION Level of Service The installation of site-specific improvements under SEP A is primarily determined by the results of the LOS analyses conducted at study area intersections. Based on the results shown in Table 4, with or without the proposed project the LOS at the signalized study intersections is expected to remain the same. Therefore, no off-site mitigation is proposed. Impact Fees To mitigate the traffic impacts of the proposed Renton Village expansion, the City of Renton requires payment of a traffic impact fee based on the number of trips a project is estimated to generate during a typical weekday. The City's adopted impact fee is $75 per net new average daily trip. The proposed Renton village expansion is expected to generate 1,037 net new daily trips which would result in an impact fee of $77,775 (1,037 net new daily trips X $75/daily trip). It should be noted that the applicant is requesting that all applicable credits against these impact fees be applied at the time of building permit issuance. ~ Transportation Engineering NorthWest March 24, 2005 Page 17 Renton Village Expansion Traffic Impact Analysis Appendix A: Existing Traffic Volumes March 24, 2005 ~~'i~,: ; ','; .', .. '~,'"r .. ~~,i,~,·!.~~,?,·!.~·~,::~gf,'J.,:~.;,.~"_;,,,/:~.~~.,~~_:,;;'-, '., ,,~,~,._,i!"".lri::~,.~.,"-' : c':: ' ,-" ,._~ .", :~:~ .. ,:~., . ;.'. '~:'~'~:it~ ........ :::-: .. .-: .... ; ...... ~ .. ".-.::-'.' I :~r ... if~~"" ':IS~~('~. )~.::i~',-,:,"'"",, ,,:~~'.;.: ,;}~'~{::,.::..: 'Counted' by:RPF/RHRI!I..CICJD ," . ' ,Bunt, :l-tlJ1CJ ~rfiIC! :DRY @ li"UHIER AV S I SouthbOund start, I' , ,Iiti ,. Left '1I811Jie4 ,'. " '15:.' 42 ,:,15:151" ,~63 15:381' 51 • '~I •• '} • • . ·::j~"':~;fi$¢t~!})~k{ T : .:-~-: '! . .~ .. ~"~'''''C " .. ",~ '''4':··.'''lV'''\{'~'·''~t,~';~7,~~.~ht~f~;!,0it.1:\itt<)% '!:W.~~t~1 •••• I . :~1H};:.t .. -.~.-;-~~t.: ... ____ 02/17/2005 14:03 FAX 425 430 7376 Ha~ s·.By Entire Intersection far.. '1 15;. .' I 15:81 ~.;.~. I ~ :1472 386 211 ... 842::., .791 Pd. " 11.' ~.9.' 18.2 1.'1 47.7 '44.8 Tatal 1 2112 I 1765. High I .15:.s I 15:45 ... j "':T~:-' I ' .•.• ~:si:;:'E:~·c0;'~ .' . ·;Iiibound. '':''1 27' -----....:.:.:.-.;...--~:..Out bound"':: 1413 :.-. . -. . .. ; .. . '. ~.787···· ~otal "3040 807 ,.. 20 45& '" 427 A 29 :.l.~.J ;: .. :,:.~!<-.2J6 ... '186 ··6~f ·LSI .. }4.7 $.5 ·11·UIl _, .. -:r; 1:5:38. . " .. '.: '65" :.:.381 ,. c .•.. _".{", .. ,_ I <;.1.".::.:. ........ " , , ! T . 'Start Dahl:Wi3iM ,-··:p.~ge·.; ':";.2 .': ........ . :i'" ... ·<I=~:u~wY '~~::<. ~:~""J::"':'::.-:.: >'. ~; ... . .. :ij ::.;. ...., 'lintvl. 458 28.6 , ·i5:fJ.r 11 J61 817' 456 '41 .. • c' '.' .,' • "_:,.-',' •.. ,:::...'! ..... ' . 1;'" 22.1 . 49.6 . 28.' 1.21-. '." : 1 1627 ." 1 15138 1 .', .284 ." ==============;====== 458 807 234 1499 !,-' :::.~\J~~:·~~;t:~~;> : • ;" J' ':" . ~ • ',' .. ~. '. . i .. ~"'(">~;"~*'~:{~~';i~!:;'":~:~~#P(~~~~Wl~ii~it_'$'~~~~~~;'''+"' , .~~ •• 1 i~~! 02/17/2005 13:57 FAX 425 430 7376 RENTON TRANS, SYS, T ~005 :. : .. ;~: A"its .. ? . ,. :"SoUthbound<:. Start .'J'.' :'nle ,~"" -r.~ft y i~ru: . Right e&/2i'184 ~5:lei' 15:151 is:3i1 15:45! 1. 4 2 o 1 o " ·8 11 5 8 . <CA~!PEpESTRIAN5, ~V ~YEHlq;~S..,,:;':,' :,' ',. ..~ '.. . " :,'. " ./ IS GRADY'wy ' .' ,'. '!I~~~' AV':s,~:.>,~,:::.::,;~:~", < lif6~Y WY : ,:~,{-<; ,' .. ;",.;.:'.:. I~~~~bilund JNorthbound .':" .;,.,: '. IEa~tbOund: . ' .. ,1 .:.". :~K; ::. -:' .... ",--,~., . I' ;"., ... ' . 'lIntvl~ othel"F:,left Thru, Right· otherr. .. -.Lfft ·):Jtiru Right Other I Left Thr.,If.:·Riq!it·:''rithe~·r Total '. l·.~ :1" < :", '(l~,i.' ,.' :.,,' .. :." .... i':· '·:.·1 : r" , -~ , . ..... . ...... :. .. II. 8 '268 1 ,," iI@ . . 0 3 . 21 3 229 '15 1>1 585 J I . 1. :.248 A. 81,' ::40 " J It 11 ~. 325 31 11 &&5 '01 '7 '274 2 21, 51 ' "'" 4 01 q 2&8 23 11 &50 : 41 4 2&4 & 01 40· • 2 0! 7 349 2b 21 711) ': ;,i. \ . " ..... :" ,.1 •• ___ ---02/17/2005 13:58 FAX 425 430 7376 RENTON T~NS. SYS. T ~006 .;,ak' Hour Aiialysi~ 'By Entire Intersection .for \he 'Pr'rlod: 15:~iin':~J21104 to 16:45 on 06J2i/84 ' .' I . . 'Tile i 16:1110 . I 16:00 : ", 16:1110 . 1"16:00" I yol.. I 17 3. 58 181 161~B.'1 ·11 ,189. 0 25 . SI .33 ,~221) 113 181 Pd. 17.7 3.1 68.4 18.11 1.4 97:6 0.8 8.(1' 86.3' 0.0 11.4 2.21 2.3 88.2 8.1 1.21 . Total I. '16 I 1124 I .211} I 131)3 . High I 16:45 I .16:38 ! 16:00 I 16:15 I .... ' '.~ ••. ~ ,~ .• , .•.. {.,' ·;f;i~·':.;~\A§~\ ~~j,~~ ::>l:J~~,~:¢~~i~~];;,:,;~i~~~~~~~'::':~; ... . Inbound<;:,::,f ';~---~-------Outbound , . """'1213 Total 1229 16 '" 113 113 ..... 0 ..• ,:'", ...... :f. • • .'. .'...... '.. . ..... ~;T}9?..-~,t:'d· ... ,.,,~_~1~; ..... . #:#.#.Ut#tt#*#*tt########4':'##· . tj,,'.;.!; ,. Ou·t'bQJli1d:t"::',.~1<32,:··· ·.i .' • • • ..", • :-~ ,". ' ••. '; . • '., J ....... ~ • .. • ... 18' ',~: ..... -. T.o:~a'l''''· '.18· "'-. ''-~. '. :.. .. ' -.', ," .. ~ _ ';: -r' ",. ...,' . 2395 -' .. ==================~== 1271 17 , .. ' ,".:: '. "J' ...• ·, •• S.,· GRRDY .Wy .. '" . . . ;(:#,#'#.**4U~#·*##***,""#tt.#tU.#-: '/->. ..... r~l< ;< .. :.;: ., :: ~·: .. :,/;·~t:»~:~;F"·::.: , .. ' .• ! .. -.:::~. 13:54 FAX 425 430 7376 RENTON TRANS. SYS. T I4J 003 ~~~c: . :~:~ ~!::t D~:;e::·~7J87104 ~ ',,: I.SHA·:. ·m;"" .. 'R' Y'S ..CARSJPEDESTRJANStIBlVV VEHIIl.ES . ,: .... , I....... IS GAADY wf '.:' r9iiitucK AU'S ., . "'IS SRADV·WY.·.·· ::/' ..... ; .• ::/;{ ... :.-:~;< . ISouthtiound .. ;'. . IWe~tbDund . . . iNarthbo'und <:1 t"Eastbo'und ,' .. Start I". I . '. " . ,.' .' ':J~. ~:,·;.ij.n.tIiL Tile" ,left Thru' RiQht Otherl· l~ft,Thru' Right otheri' left Otherl left Thru·i:'Right·Ot;tlerl,Total niru Right 15:'001 14 i"1 10 15:1~1. 27 (, .1'1 15:381 11 ·s ,: 14 15:451 llJ 10 21 Houri . 71 0\8 (,1 31 55 10&9 J.\ 81 133 3S ·59 . 51 22 1121 .98: . 2~.L· 2~~ .~;. ::t6:,~:;;·;::~~:.·::.·~;;~)( \:2l:,.:'· ·:,~0: .. ~5 ':'?50.~ .... :: ,!.8~;\>· 0(;.::" '·a~ ... ":'1" :,~.:,::\g':.: T;',': 8~ .. ·11i \~'~ .. !3" " ::'1&.;,., '. "51.'.' l~: '257: ". '.1':"';"':-' 31· '. 33 .. , 1.:" .:;.:~I;'· . .1& . . ,;, '" : " .. .. :" ;'': : .' ·:/~,~;,:·<·~~::.j~>f~>':i:;:.;::·: : .' : ~ .. -.,. .~). . " ' ·\~1*~~lt';~2~!~~~~Js';'f},:'s)q;(i;:;-"~~'·i. " ,"<~~~1~~W~~';~"·x' .: < '. -'. \1 • '. 02/17/2005 13:55 FAX 425 430 7376 RENTON TRANS. SYS. T ll&]004 ~;:~. _ __ i!.;~.~·' ': 2004 Studi'h. . P~ge : 2 ~ _. ··~/PEDESTRI.ANS, !£AUY 'YEHIClES ·;~:-·:·.;i.SHArtOCifA\I S '--IS GRADY'wY"":':', '::'; .;~> ':ISHmll£\CAYS" : IS SRADY'WY :""-' ::;;.~'r.:. :ISO~t~bound IWestbDI!~:::;'i'r'i'::':>"'-... 'j~r1hb·o~ri IEastbDund .' ..... " /' start· i . ,: ,', I .:' :~::',:.:'. <' '. -.I'. 1 .-IIntvl; Tiie'-1-.l~fi Thru Riqtlt Otherl Left· 1hrU. 'Right.::·mttert' left. 'Thru Right Other I Left· Thru Right' :'ilttierl Tot~l PeakHDar Analysis BV: Entire Intersec:tiDn for.~thi! Per.~iid: ·15·::ee··tii(87/07/.fta;:;'~:45 on"e7l0710~'··:. .; .. _ .. , .. ,.-: :t Till! I 1():. \. 1£,:00 .'-i. •. ::" .. : "1 16:00 . . ;'. ....... I i6:00 ". " .. .' -I' Uol.1 158 69 00 51 ('9 i812 .51.. 81 '128 3{, _, -72 . ·131 23·.1182 117 2&1 Pet.';j 58.6 22.1 25.6 1.61 b.0 88.7'-4.4' •• 7i Sl.1t 1~.4"'·28.9 .5.21 ':"L'7' '81/5' 8.6 .' 2.01 - Total 1 312 1140 I 249. I 1350 I High 1 16:~ . I 16:15 . I 16:30 . . .,'16:45. . .' .'. I .. . ~.~l .. :! ,.::,.~4, .... }9 29 .181 ... 18,. :::251 ,,'. : .. )~. ,j' .: 40.:., ... : .... }".J!.:~,_:.,: .. ' .... ?2 ... ".,.~ ._ .... ; .. ~.II .. " ... :~. _ ...... :?:~ .. 1 ..•. ,.> ... 3.4 ':, .~~.ur· :., 'Totil" r·"·:''82. , .. ". ....: .. ,:> I .. (':~7'. . ... ,.:; ..... ':'~'-' c.' ~ .... . .-. -'. -' ..... I" ... ' ,-".~ :·.~:;Zl~{~\._<;:;.-.:· '. . ... ,'1. . ". "~:·f~;;.i·:;~).i:;5(..'·;.;;~, .''}::: .. ;.: "<2"~ ~;.·t~··'··\/.i .::.,;.':-:;.:" .:.(::., ..... :: Inbol.md., .. _.l -.:..--..:.--~r.:.'-"':'--:"'--Out bound" . . . · ... 1158 Total 2570": i •. , : 1182 i=:4 "'; ". Ol.ltbo~md Total 1412 2552 :r.. 72 I 02/17/2005 13:52 FAX 425 430 7376 RENTON TRANS. SYS. T ~001 18/23/84 . I . '. 1. . . I . I .' ,;. - 15:881 81 . 88 II)~ .... 11 ,,21 88 .... 85 .~ 39. 81 16... 168 125.. 81 921 15:151 .81 6(, 135 . 10' . ':.1 113' 87" ~2 81 14 '., 123 '" 128 II' 8;jcj 15:381 15 If 86 151" I) II 115 . (,5 82 81. ') In 151 81 1)72 15:451 18 81 .63 126 5 . 8\ 111. 81 52 . II 23 128 134 II 858 ~ .. . ,.',. lot pages • 1 2- . ~. 02/17/2005 13:53 fAX 425 430 7376 RENTON TRANS. SYS. T ~002 : ,M,_' " ':'~. ":. ", ~.: ~ -:T' .:'.~: ~'. '. '. 'Meath,,, :PARllV ClOUDY .&y~tfls·Di9isi,", Counted by:RPF/RHA .' '. Jraffic Operations ',{' '. ~ I :T-0928 . ""'.~ .stulliu· '. '." ." '. " ace :DR.":! .:. . , J~_RIANSJ~·. USUW,,,-.:< :.:': . . Site Cod, :_ Start Date:' 88/23/M : 2 ':. muOT AD S IS GRADV W .. :~. ':';': :::. " Hlum RDS '.' ':,'" ·.',';'15 MY WY .. :~:., 1 Southbtunci . llitstboulld -', . :,lNorthbound . IEutbeund. " • , '.1, start I . . (;~., ". ",' . / ;".". ,:.I ... ,.' .,," ,; .' .:, : .... i'···:;.:I; . .-.' ........ : .. :. !Inhl. Tlli .Iv Lift Thru Right ottMrl"':Left· Thru"Riijht',Othl,,·I.':'Left Thru Right oth,,, , 'Llft~ Th~":Rfgbt!:~'~oth'~-I'iotal Peak Hour ARilysis By Entire Interstction for the 'Periaci: 15:81 'on 88123/14 to '16:~5 on 18/23/14 .1 Ti.. I 161. '.' , I 16:81 ."' .. ' .~ 16:. . 1J6:~ I Vol. I 71 583 44 81 Ml 585 23 '~" 51 ~J32 231 1 J 45' 7-\6 ." . 66i 11 Pd. I. le.1 83.5 (,.3 8.81 35.7 61.3 .2.4 8.51 43.2 33.~ 23.2 8.11 3.8 51.3 1f.i.4 .. III Total" I '.698' I 9~ I. "3 I . 1452 I ,,':,Hip I 16:45 ..... ',,, . . :'>i:;"~'::{~::· .. ;:jiis~:'.~~:':·:}> 1 16:45' .' ,--. \:. :~.,;.:. ': .. J 16:30 ". :.,' .. :.";.1 ", ,";:~,; I ····.:1~.,{ .. ~'2 .. :.,:' ... :~ ... _. '.',' :; .. ~.' .. ~ .. ;,'::'.:;~.: .. '.',:;.~~.' •. ~~::J';'c. ,. '~:~:/;' ~'\'~'~;'7 ~:i. ,',; '.' ~::.1"'· '\~: .. Z· ::,:". ' . . . . . " .' f?;:~';~~\~::f~W~:;\~" • ; •• '. '.C . : ... I.nbo ... md -------------Outbound ... 728 Total 746 "" 18 1452 .. 1058' 2510 j .•.. :.'" ,,; }:;:~·t.\(>:.,-;;:.:.:. . .. ' Inbound'· 954--~--~-----~-,Oy'tb~und 1048 '" 33& .', .. Total 2002 A 5 341 ===================== ----------------------231 ~ 636 746 1048 . ~~.~:.: .. :;. : ..... ~~.:;.: :; ... ;: '. . .:. 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' .. : . . -.:.- Renton Village Expansion Traffic Impact Analysis Appendix B: Level Of Service Calculations at Study Intersections March 24, 2005 RentDn Village Expansion Traffic Impact AnalysIs 2005 Existing March 24, 2005 HCM Signalized Intersection Capacity Analysis 1: Grad~ W~ & Rainier Av ..J-~ " -# -+-'-"\ Movement EBl EBT EBR WBl WBT WBR NBl lane Configurations "'i tt 'f ~'l t~ ~ Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 lane Width 10 11 11 11 11 11 12 Total lost time (5) 3.0 3.0 3.0 3.0 3.0 3.0 lane Util. Factor 1.00 0.95 1.00 0.97 0.95 1.00 Frt 1.00 1.00 0.85 1.00 0.98 1.00 Fit Protected 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1620 3355 1501 3255 3288 1752 Fit Permitted 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow (perm) 1620 3355 1501 3255 3288 1752 Volume (vph) 367 823 465 859 807 125 241 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.82 Adj. Flow (vph) 432 968 547 1011 949 147 294 RTOR Reduction (vph) 0 0 162 0 10 0 0 lane Group Flow (vph) 432 968 385 1011 1086 0 294 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 3% Turn Type Prot Prot Prot Prot Protected Phases 3 8 8 7 4 5 Permitted Phases Actuated Green, G (s) 20.0 29.0 29.0 27.0 36.0 14.0 Effective Green, g (s) 21.0 30.0 30.0 28.0 37.0 15.0 Actuated glC Ratio 0.18 0.25 0.25 0.23 0.31 0.12 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 5.0 5.0 4.0 5.0 3.0 lane Grp Cap (vph) 284 839 375 760 1014 219 vIs Ratio Prot cO.27 0.29 0.26 cO.31 cO.33 0.17 vIs Ratio Perm vIc Ratio 1.52 1.15 1.03 1.33 1.07 1.34 Uniform Delay, d1 49.5 45.0 45.0 46.0 41.5 52.5 Progression Factor 1.00 1.00 1.00 0.95 0.93 1.00 Incremental Delay, d2 251.7 82.7 53.5 156.9 48.1 181.5 Delay (5) 301.2 127.7 98.5 200.6 86.8 234.0 level of Service F F F F F F Approach Delay (s) 158.0 141.4 Approach lOS F F Intersection Summary HCM Average Control Delay 199.6 HCM level of Service HCM Volume to Capacity ratio 1.40 Actuated Cycle length (s) 120.0 Sum of lost time (s) Intersection Capacity Utilization 111.7% ICU level of Service Analysis Period (min) 15 c Critical lane Group Renton Village Expansion 5:00 pm 3/14/2005 2005 Existing PM Peak Transportation Engineering Northwest t ,.. NBT NBR J.+~ I. ~ 1900 1900 11 11 3.0 0.91 0.95 1.00 4623 1.00 4623 924 467 0.82 0.82 1127 570 76 0 1621 0 3% 3% 2 29.0 30.0 0.25 4.0 5.0 1156 cO.35 1.40 45.0 1.00 186.4 231.4 F 231.8 F F 9.0 H 3/18/2005 \. ~ .; SBl SBT SBR 'l!\ ·t··tl~· I 1900 1900 1900 12 11 12 3.0 3.0 1.00 0.91 1.00 0.97 0.95 1.00 1752 4716 0.95 1.00 1752 4716 239 1501 394 0.88 0.88 0.88 272 1706 448 0 40 0 272 2114 0 3% 3% 3% Prot 1 6 19.0 34.0 20.0 35.0 0.17 0.29 4.0 4.0 3.0 5.0 292 1376 0.16 cO.45 0.93 1.54 49.3 42.5 0.85 0.82 34.7 245.1 76.4 279.8 E F 257.0 F Synchro 6 Report Page 1 HCM Signalized Intersection Capacity Analysis 2: Grad;i W;i & Lake Av S ~ ~ ~ .f .-'-"\ Movement EBl EBT EBR WBl WBT WBR NBl lane Configurations ") tt f "i t~ " Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 11 12 11 12 12 Total lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 Fit Protected 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1770 3421 1531 1752 3384 1770 Fit Permitted 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow (perm) 1770 3421 1531 1752 3384 1770 Volume (vph) 34 1254 115 16 1120 9 193 Peak-hour factor, PHF 0.86 0.86 0.86 0.94 0.94 0.94 0.81 Adj. Flow (vph) 40 1458 134 17 1191 10 238 RTOR Reduction (vph) 0 0 40 0 0 0 0 Lane Group Flow (vph) 40 1458 94 17 1201 0 238 Heavy Vehicles (%) 2% 2% 2% 3% 3% 3% 2% Tum Type Prot Perm Prot Split Protected Phases 5 2 1 6 3 Permitted Phases 2 Actuated Green, G (5) 6.3 70.8 70.8 2.9 67.4 20.0 Effective Green, g (5) 7.3 71.8 71.8 3.9 68.4 21.0 Actuated glC Ratio 0.06 0.60 0.60 0.03 0.57 0.18 Clearance Time (5) 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 4.0 4.0 3.0 4.0 4.0 Lane Grp Cap (vph) 108 2047 916 57 1929 310 vis Ratio Prot cO.02 cO.43 0.01 0.35 cO.13 vIs Ratio Perm 0.06 vic Ratio 0.37 0.71 0.10 0.30 0.62 0.77 Uniform Delay, d1 54.1 16.9 10.3 56.7 17.2 47.2 Progression Factor 1.08 0.53 0.57 1.27 0.73 1.00 Incremental Delay, d2 0.2 0.2 0.0 2.5 0.6 11.5 . Delay (s) 58.8 9.1 5.9 74.4 13.2 58.7 Level of Service E A A E B E Approach Delay (5) 10.0 14.1 Approach lOS B B Intersection Summary HCM Average Control Delay 16.7 HCM Level of Service HCM Volume to Capacity ratio 0.65 Actuated Cycle Length (5) 120.0 Sum of lost time (s) Intersection Capacity Utilization 58.7% ICU Level of Service Analysis Period (min) 15 c Critical Lane Group Renton Village Expansion 5:00 pm 3/14/2005 2005 Existing PM Peak Transportation Engineering Northwest t ,.. NBT NBR ~ 1900 1900 11 12 3.0 1.00 0.85 1.00 1531 1.00 1531 0 26 0.81 0.81 0 32 26 0 6 0 2% 2% 3 20.0 21.0 0.18 4.0 4.0 268 0.00 0.02 41.0 1.00 0.0 41.0 D 56.6 E B 9.0 B 371812005 \. ~ .,; SBl SST SBR '" "'I~ 1900 1900 1900 12 12 12 3.0 1.00 0.90 0.99 1386 0.99 1386 17 3 59 0.83 0.83 0.83 20 4 71 0 64 0 0 31 0 22% 22% 22% Split 4 4 10.3 11.3 0.09 4.0 4.0 131 cO.02 0.23 50.3 1.00 1.3 51.6 D 51.6 D Synchro 6 Report Page 2 HCM Signalized Intersection Capacity Analysis 3: Grad~ W~ & Shattuck Av S Y. -+-.,. ., 04-"-"\ Movement EBl EBT EBR WBl WBT WBR NBl Lane Configurations 'Aj i't 7' 'i tt+ lI: i Ideal Flow (vphpf) 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 11 12 11 12 12 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Uti!. Factor 1.00 0.95 1.00 1.00 0.95 0.91 Frt 1.00 1.00 0.85 1.00 0.99 1.00 Fit Protected 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1770 3421 1531 1736 3331 1643 Fit Permitted 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow (perm) 1770 3421 1531 1736 3331 1643 Volume (vph) 23 1206 119 70 1032 52 131 Peak-hour factor, PHF 0.95 0.95 0.95 0.96 0.96 0.96 0.84 Adj. Flow (vph) 24 1269 125 73 1075 54 156 RTOR Reduction (vph) 0 0 56 0 3 0 0 Lane Group Flow (vph) 24 1269 69 73 1126 0 93 Heavy Vehicles (%) 2% 2% 2% 4% 4% 4% 0% Tum Type Prot Perm Prot Split Protected Phases 1 6 5 2 3 Permitted Phases 6 Actuated Green, G (s) 4.2 64.3 64.3 7.3 67.4 13.0 Effective Green, g (s) 5.2 66.3 66.3 8.3 69.4 14.0 Actuated glC Ratio 0.04 0.55 0.55 0.07 0.58 0.12 Clearance Time (s) 4.0 5.0 5.0 4.0 5.0 4.0 Vehicle Extension (5) 3.0 5.0 5.0 3.0 5.0 4.0 Lane Grp Cap (vph) 77 1890 846 120 1926 192 vIs Ratio Prot 0.01 cO.37 0.04 cO.34 cO.06 vIs Ratio Perm 0.05 vIc Ratio 0.31 0.67 0.08 0.61 0.58 0.48 Uniform Delay, d1 55.7 19.1 12.6 54.3 16.1 49.6 Progression Factor 0.58 0.25 0.11 0.76 1.00 1.00 Incremental Delay, d2 1.7 0.9 0.1 6.4 1.0 2.6 Delay (s) 33.9 5.6 1.4 47.4 17.1 52.2 Level of Service C A A D B D Approach Delay (s) 5.7 18.9 Approach LOS A B Intersection Summary HCM Average Control Delay 19.7 HCM Level of Service HeM Volume to Capacity ratio 0.65 Actuated Cycle Length (s) 120.0 Sum of lost time (s) Intersection Capacity Utilization 64.3% ICU Level of Service Analysis Period (min) 15 c Critical Lane Group Renton Village Expansion 5:00 pm 3/14/20052005 Existing PM Peak Transportation Engineering Northwest f /'" NBT NBR ;11,4< +If" 1900 1900 11 12 3.0 0.91 0.93 0.98 3068 0.98 3068 37 73 0.84 0.84 44 87 77 0 117 0 0% 0% 3 13.0 14.0 0.12 4.0 4.0 358 0.04 0.33 48.7 1.00 0.7 49.4 D 50.3 D B 12.0 C 3/18/2005 \. -l .; SBl SBT SBR "i ~ 1900 1900 1900 12 11 12 3.0 3.0 1.00 1.00 1.00 0.92 0.95 1.00 1687 1578 0.95 1.00 1687 1578 161 70 82 0.85 0.85 0.85 189 82 96 0 36 0 189 142 0 7% 7% 7% Split 4 4 18.4 18.4 19.4 19.4 0.16 0.16 4.0 4.0 4.0 4.0 273 255 cO.11 0.09 0.69 0.56 47.5 46.3 1.00 1.00 7.9 3.2 55.4 49.6 E D 52.6 D Synchro 6 Report Page 3 HCM Signalized Intersection Capacity Analysis 4: Gradi: Wi: & Talbot Rd /' --+-.,. .f 4-, , Movement EBl EBT EBR WBl WBT WBR NBl Lane Configurations l) it; ~ ~l:j t~ "'i"'i Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 lane Uti!. Factor 1.00 0.95 1.00 0.97 0.95 0.97 Frt 1.00 1.00 0.85 1.00 0.99 1.00 Fit Protected 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1752 3505 1568 3367 3452 3433 Fit Permitted 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow (eerm) 1752 3505 1568 3367 3452 3433 Volume (vph) 46 761 673 348 597 23 438 Peak-hour factor, PHF 0.90 0.90 0.90 0.88 0.88 0.88 0.85 Adj. Flow (vph) 51 846 748 395 678 26 515 RTOR Reduction (vph) 0 0 194 0 3 0 0 Lane Group Flow (vph) 51 846 554 395 701 0 515 Heavy Vehicles (%) 3% 3% 3% 4% 4% 4% 2% Turn Type Prot Perm Prot Prot Protected Phases 2 6 5 1 3 Permitted Phases 6 Actuated Green, G (s) 28.9 39.0 39.0 19.5 29.6 18.0 Effective Green, g (s) 30.9 41.0 41.0 21.5 31.6 20.0 Actuated glC Ratio 0.26 0.34 0.34 0.18 0.26 0.17 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 4.0 4.0 4.0 4.0 5.0 Lane Grp Cap (vph) 451 1198 536 603 909 572 vIs Ratio Prot 0.03 0.24 0.12 cO.20 cO.15 vIs Ratio Perm cO.35 vic Ratio 0.11 0.71 1.03 0.66 0.77 0.90 Uniform Delay, d1 34.1 34.3 39.5 45.8 40.9 49.0 Progression Factor 1.36 1.35 1.64 1.00 1.00 1.00 Incremental Delay, d2 0.4 1.7 44.0 2.8 4.3 17.8 Delay (s) 46.6 48.0 108.9 48.6 45.2 66.8 Level of Service D D F D D E Approach Delay (5) 75.6 46.4 Approach LOS E D Intersection Summary HCM Average Control Delay 60.1 HCM level of Service HCM Volume to Capacity ratio 0.92 Actuated Cycle Length (5) 120.0 Sum of lost time (5) Intersection Capacity Utilization 78.0% ICU level of Service Analysis Period (min) 15 c Critical Lane Group Renton Village Expansion 5:00 pm 3114/2005 2005 Existing PM Peak Transportation Engineering Northwest t ~ NBT NBR i'~ .~ 1900 1900 3.0 0.95 0.94 1.00 3321 1.00 3321 339 236 0.85 0.85 399 278 100 0 577 0 2% 2% 8 33.6 35.6 0.30 5.0 5.0 985 0.17 0.59 35.9 1.26 1.3 46.5 D 55.3 E E 12.0 D 3f24f266S '. + ..; SBl SBT SBR ~ tt "(f 1900 1900 1900 3.0 3.0 3.0 1.00 0.95 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1787 3574 1599 0.95 1.00 1.00 1787 3574 1599 72 595 45 0.92 0.92 0.92 78 647 49 0 0 39 78 647 10 1% 1% 1% Prot Perm 7 4 4 8.9 23.5 23.5 9.9 25.5 25.5 0.08 0.21 0.21 4.0 5.0 5.0 3.0 3.0 3.0 147 759 340 0.04 cO.18 0.01 0.53 0.85 0.03 52.8 45.4 37.5 1.00 1.00 1.00 3.6 9.2 0.0 56.5 54.6 37.5 E D D 53.7 D Synchro 6 Report Page 1 HCM Signalized Intersection Capacity Analysis 5: Renton Villa~e PI. & Talbot Rd /' ,. "\ t ! .; Movement EBl EBR NBl NBT SBT SBR lane Configurations ~ l' 1) ,~~ ;' I t~ Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 Frt 1.00 0.85 1.00 1.00 1.00 Fit Protected 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1787 1599 1770 3539 3527 Fit Permitted 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1787 1599 1770 3539 3527 Volume (vph) 58 242 80 909 1611 38 Peak-hour factor, PHF 0.93 0.93 0.91 0.91 0.91 0.91 Adj. Flow (vph) 62 260 88 999 1770 42 RTOR Reduction (vph) 0 172 a 0 1 a Lane Group Flow (vph) 62 88 88 999 1811 0 Heavy Vehicles (%) 1% 1% 2% 2% 2% 2% Turn Type Perm Prot Protected Phases 4 1 6 2 Permitted Phases 4 Actuated Green, G (s) 12.8 12.8 10.1 99.2 85.1 Effective Green, g (s) 13.8 13.8 11.1 100.2 86.1 Actuated glC Ratio 0.12 0.12 0.09 0.84 0.72 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 4.0 4.0 4.0 8.0 8.0 Lane Grp Cap (vph) 206 184 164 2955 2531 vIs Ratio Prot 0.03 cO.05 0.28 cO.51 vIs Ratio Perm cO.06 vIc Ratio 0.30 0.48 0.54 0.34 0.72 Uniform Delay, d1 48.7 49.7 52.0 2.3 9.8 Progression Factor 1.00 1.00 1.00 1.00 0.73 Incremental Delay, d2 1.1 2.7 4.3 0.3 0.9 Delay (s) 49.8 52.4 56.3 2.6 8.1 Level of Service D D E A A Approach Delay (s) 51.9 6.9 8.1 Approach LOS D A A Intersection Summary HCM Average Control Delay 12.1 HCM Level of Service HCM Volume to Capacity ratio 0.67 Actuated Cycle Length (s) 120.0 Sum of lost time (s) Intersection Capacity Utilization 67.4% ICU Level of Service Analysis Period (min) 15 c Critical Lane Group Renton Village Expansion 5:00 pm 3/14/2005 2005 Existing PM Peak Transportation Engineering Northwest B 9.0 C 3/24/2005 Synchro 6 Report Page 1 Renton Village Expansion TRIBe Impact AnalysIs 2006 Without Project March 24,2005 HCM Signalized Intersection Capacity Analysis 1: Grad;t W;t & Rainier Av .,}--+ .. # +-'-.. ~ Movement EBl EBT EBR WBl WBT WBR NBl Lane Configurations l;'; .,·t , "'~ +~ ') I , , Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width 10 11 11 11 11 11 12 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 lane Util. Factor 1.00 0.95 1.00 0.97 0.95 1.00 Frt 1.00 1.00 0.85 1.00 0.98 1.00 Fit Protected 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1620 3355 1501 3255 3288 1752 Fit Permitted 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow ~perm) 1620 3355 1501 3255 3288 1752 Volume (vph) 375 840 474 876 823 128 246 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.82 Adj. Flow (vph) 441 988 558 1031 968 151 300 RTOR Reduction (vph) 0 0 162 0 10 0 0 Lane Group Flow (vph) 441 988 396 1031 1109 0 300 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 3% Tum Type Prot Prot Prot Prot Protected Phases 3 8 8 7 4 5 Permitted Phases Actuated Green, G (5) 20.0 29.0 29.0 27.0 36.0 14.0 Effective Green, g (s) 21.0 30.0 30.0 28.0 37.0 15.0 Actuated glC Ratio 0.18 0.25 0.25 0.23 0.31 0.12 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 5.0 5.0 4.0 5.0 3.0 Lane Grp Cap (vph) 284 839 375 760 1014 219 vIs Ratio Prot cO.27 0.29 0.26 cO.32 cO. 34 0.17 vIs Ratio Perm vIc Ratio 1.55 1.18 1.06 1.36 1.09 1.37 Uniform Delay, d1 49.5 45.0 45.0 46.0 41.5 52.5 Progression Factor 1.00 1.00 1.00 0.95 0.93 1.00 Incremental Delay, d2 265.5 92.2 62.0 168.3 56.2 192.7 Delay (s) 315.0 137.2· 107.0 211.8 94.7 245.2 Level of Service F F F F F F Approach Delay (s) 168.2 150.9 Approach LOS F F Intersection Summary HCM Average Control Delay 211.0 HCM Level of Service HCM Volume to Capacity ratio 1.43 Actuated Cycle Length (s) 120.0 Sum of lost time (s) Intersection Capacity Utilization 113.7% ICU Level of Service Analysis Period (min) 15 c Critical Lane Group Renton Village Expansion 5:00 pm 3/17/2005 2006 Without Project PM Peak Transportation Engineering Northwest t r NBT NBR tt~ 1900 1900 11 11 3.0 0.91 0.95 1.00 4623 1.00 4623 943 477 0.82 0.82 1150 582 76 0 1656 0 3% 3% 2 29.0 30.0 0.25 4.0 5.0 1156 cO.36 1.43 45.0 1.00 199.8 244.8 F 244.8 F F 9.0 H 3/18/2005 ~ ~ .I SBl SBT SBR 1);:; lt14 ) 1900 1900 1900 12 11 12 3.0 3.0 1.00 0.91 1.00 0.97 0.95 1.00 1752 4716 0.95 1.00 1752 4716 243 1531 402 0.88 0.88 0.88 276 1740 457 0 40 0 276 2157 0 3% 3% 3% Prot 1 6 19.0 34.0 20.0 35.0 0.17 0.29 4.0 4.0 3.0 5.0 292 1376 0.16 cO.46 0.95 1.57 49.5 42.5 0.85 0.82 37.7 259.1 79.6 293.9 E F 270.0 F Synchro 6 Report Page 1 ! \ , HCM Signalized Intersection Capacity Analysis 2: Grady VVy & Lake Av S / -+ ....... .f ..-"-"" Movement EBl EBT EBR WBl WBT WBR NBl lane Conftgurations "i tt rt "'i t~ ~ Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 11 12 11 12 12 Total lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 Fit Protected 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1770 3421 1531 1752 3384 1770 Fit Permitted 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow ~~erm) 1770 3421 1531 1752 3384 1770 Volume (vph) 34 1279 118 17 1142 9 197 Peak-hour factor, PHF 0.86 0.86 0.86 0.94 0.94 0.94 0.81 Adj. Flow (vph) 40 1487 137 18 1215 10 243 RTOR Reduction (vph) 0 0 40 0 0 0 0 Lane Group Flow (vph) 40 1487 97 18 1225 0 243 Heav~ Vehicles (%) 2% 2% 2% 3% 3% 3% 2% Tum Type Prot Perm Prot Split Protected Phases 5 2 1 6 3 Permitted Phases 2 Actuated Green, G (s) 6.3 70.7 70.7 2.9 67.3 20.1 Effective Green, g (s) 7.3 71.7 71.7 3.9 68.3 21.1 Actuated glC Ratio 0.06 0.60 0.60 0.03 0.57 0.18 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (5) 3.0 4.0 4.0 3.0 4.0 4.0 Lane Grp Cap (vph) 108 2044 915 57 1926 311 vIs Ratio Prot cO.02 .cO.43· 0.01 0.36 cO.14 vIs Ratio Perm 0.06 vIc Ratio 0.37 0.73 0.11 0.32 0.64 0.78 Uniform Delay, d1 54.1 17.2 10.4 56.7 17.5 47.2 Progression Factor 1.08 0.53 0.56 1.28 0.72 1.00 Incremental Delay, d2 0.2 0.2 0.0 2.7 0.7 12.7 Delay (s) 58.6 9.3 5.9 75.4 13.3 59.9 Level of Service E A A E B E Approach Delay (s) 10.2 14.2 Approach LOS B B Intersection Summary HCM Average Control Delay 17.0 HCM level of Service HCM Volume to Capacity ratio 0.66 Actuated Cycle Length (s) 120.0 Sum of lost time (5) Intersection Capacity Utilization 59.6% ICU level of Service Analysis Period (min) 15 c Critical lane Group Renton Village Expansion 5:00 pm 3/17/20052006 Without Project PM Peak Transportation Engineering Northwest t I'" NBT NBR ~ 1900 1900 11 12 3.0 1.00 0.85 1.00 1531 1.00 1531 0 26 0.81 0.81 0 32 26 0 6 0 2% 2% 3 20.1 21.1 0.18 4.0 4.0 269 0.00 0.02 40.9 1.00 0.0 40.9 D 57.7 E B 9.0 B 3118/2005 ~ ~ .,; SBl SBT SBR ~ 1900 1900 1900 12 12 12 3.0 1.00 0.90 0.99 1387 0.99 1387 18 3 60 0.83 0.83 0.83 22 4 72 0 65 0 0 33 0 22% 22% 22% Split 4 4 10.3 11.3 0.09 4.0 4.0 131 cO.02 0.25 50.4 1.00 1.4 51.8 D 51.8 D Synchro 6 Report Page 2 HCM Signalized Intersection Capacity Analysis 3: Grad~ W~ & Shattuck Av S ; --+ ~ #" .-'-~ Movement EBl EBT EBR WBl WBT WBR NBl lane Configurations ~ t+ "f ~ t~ 'i Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 11 12 11 12 12 Total lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.91 Frt 1.00 1.00 0.85 1.00 0.99 1.00 Fit Protected 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1nO 3421 1531 1736 3331 1643 Fit Permitted 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow (perm~ 1770 3421 1531 1736 3331 1643 Volume (vph) 24 1230 122 72 1053 53 133 Peak-hour factor, PHF 0.95 0.95 0.95 0.96 0.96 0.96 0.84 Adj. Flow (v ph) 25 1295 128 75 1097 55 158 RTOR Reduction (vph) 0 0 57 0 3 0 0 Lane Group Flow (vph) 25 1295 71 75 1149 0 94 Heavx Vehicles (%) 2% 2% 2% 4% 4% 4% 0% Tum Type Prot Perm Prot Split Protected Phases 1 6 5 2 3 Permitted Phases 6 Actuated Green, G (s) 4.2 64.1 64.1 7.3 67.2 13.0 Effective Green, g (s) 5.2 66.1 66.1 8.3 69.2 14.0 Actuated glC Ratio 0.04 0.55 0.55 0.07 0.58 0.12 Clearance Time (s) 4.0 5.0 5.0 4.0 5.0 4.0 Vehicle Extension (s) 3.0 5.0 5.0 3.0 5.0 4.0 Lane Grp Cap (vph) n 1884 843 120 1921 192 vIs Ratio Prot 0.01 cO.38 0.04 cO.35 cO.06 vis Ratio Perm 0.05 vic Ratio 0.32 0.69 0.08 0.62 0.60 0.49 Uniform Delay, d1 55.7 19.5 12.7 54.3 16.4 49.7 Progression Factor 0.58 0.25 0.11 0.76 1.00 1.00 Incremental Delay, d2 1.8 1.0 0.1 7.3 1.0 2.7 Delay (5) 34.1 5.8 1.5 48.3 17.4 52.3 level of Service C A A D B D Approach Delay (s) 5~9 19.3 Approach LOS A B Intersection Summary HCM Average Control Delay 20.0 HCM Level of Service HCM Volume to Capacity ratio 0.66 Actuated Cycle Length (5) 120.0 Sum of lost time (s) Intersection Capacity Utilization 65.3% ICU Level of Service Analysis Period (min) 15 c Critical Lane Group Renton Village Expansion 5:00 pm 3/17/20052006 Without Project PI'y1 Peak Transportation Engineering Northwest t ,.. NBT NBR 4l; 1900 1900 11 12 3.0 0.91 0.93 0.98 3066 0.98 3066 37 75 0.84 0.84 44 89 79 0 118 0 0% 0% 3 13.0 14.0 0.12 4.0 4.0 358 0.04 0.33 48.7 1.00 0.7 49.4 D 50.4 D B 12.0 C 3118/2005 '. + .cI SBl SBT SBR .~ , rc· 1900 1900 1900 12 11 12 3.0 3.0 1.00 1.00 1.00 0.92 0.95 1.00 1687 1579 0.95 1.00 1687 1579 164 72 83 0.85 0.85 0.85 193 85 98 0 35 0 193 148 0 7% 7% 7% Split 4 4 18.6 18.6 19.6 19.6 0.16 0.16 4.0 4.0 4.0 4.0 276 258 cO.11 0.09 0.70 0.57 47.4 46.3 1.00 1.00 8.1 3.7 55.5 50.0 E D 52.8 D Synchro 6 Report Page 3 HCM Signalized Intersection Capacity Analysis ~: Graa~ VV~ & I aloof Ret /' --. ...... .f +-'-"\ Movement ESl EST ESR WSl WST WSR NSl Lane Configurations ~ t+ P ~~ +~ '1'1 I , . Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Uti/. Factor 1.00 0.95 1.00 0.97 0.95 0.97 Frt 1.00 1.00 0.85 1.00 0.99 1.00 Fit Protected 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1752 3505 1568 3367 3452 3433 Fit Permitted 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow (perm) 1752 3505 1568 3367 3452 3433 Volume (vph) 47 n6 687 355 609 24 446 Peak-hour factor, PHF 0.90 0.90 0.90 0.88 0.88 0.88 0.85 Adj. Flow (vph) 52 862 763 403 692 27 525 RTOR Reduction (vph) 0 0 193 0 3 0 0 Lane Group Flow (vph) 52 862 570 403 716 0 525 Heavy Vehicles (%) 3% 3% 3% 4% 4% 4% 2% Turn Type Prot Perm Prot Prot Protected Phases 2 6 5 1 3 Permitted Phases 6 Actuated Green, G (s) 28.3 38.7 38.7 19.7 30.1 18.0 Effective Green, g (s) 30.3 40.7 40.7 21.7 32.1 20.0 Actuated glC Ratio 0.25 0.34 0.34 0.18 0.27 0.17 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 4.0 4.0 4.0 4.0 5.0 Lane Grp Cap (vph) 442 1189 532 609 923 572 vIs Ratio Prot 0.03 0.25 0.12 cO.21 cO.15 vIs Ratio Perm cO.36 vIc Ratio 0.12 0.72 1.07 0.66 0.78 0.92 Uniform Delay, d1 34.6 34.7 39.7 45.7 40.6 49.2 Progression Factor 1.35 1.36 1.64 1.00 1.00 1.00 Incremental Delay, d2 0.4 1.9 55.4 3.0 4.4 20.1 Delay (s) 47.2 49.0 120.6 48.7 45.0 69.2 Level of Service D D F D D E Approach Delay (s) 81.5 46.3 Approach LOS F D Intersection Summary HCM Average Control Delay 62.5 HCM Level of Service HCM Volume to Capacity ratio 0.94 Actuated Cycle Length (s) 120.0 Sum of lost time (s) Intersection Capacity Utilization 79.4% ICU Level of Service Analysis Period (min) 15 c Critical Lane Group Renton Village Expansion 5:00 pm 3117/20052006 Without Project PM Peak Transportation Engineering Northwest t ,.. NST NSR +~ 1900 1900 3.0 0.95 0.94 1.00 3322 1.00 3322 345 240 0.85 0.85 406 282 99 0 589 0 2% 2% 8 33.6 35.6 0.30 5.0 5.0 986 0.18 0.60 36.1 1.25 1.4 46.4 D 56.3 E E 12.0 0 3/2iJ/2005 \. + 4' SSl SST SSR '1 t~~t :/f 1900 1900 1900 3.0 3.0 3.0 1.00 0.95 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1787 3574 1599 0.95 1.00 1.00 1787 3574 1599 74 607 46 0.92 0.92 0.92 80 660 50 0 0 39 80 660 11 1% 1% 1% Prot Perm 7 4 4 9.0 23.6 23.6 10.0 25.6 25.6 0.08 0.21 0.21 4.0 5.0 5.0 3.0 3.0 3.0 149 762 341 0.04 cO.18 0.01 0.54 0.87 0.03 52.8 45.5 37.4 1.00 1.00 1.00 3.7 10.2 0.0 56.5 55.7 37.4 E E D 54.6 D Synchro 6 Report Page 1 HCM Signalized Intersection Capacity Analysis 5: Renton Villalile PI. & Talbot Rd ./' " , t J. ..I Movement EBl EBR NBl NBT SBT SBR lane Configurations ~ . ! 'f '1 t·t t~ Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 Frt 1.00 0.85 1.00 1.00 1.00 Fit Protected 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1787 1599 1770 3539 3527 Fit Permitted 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm~ 1787 1599 1770 3539 3527 Volume (vph) 59 247 81 927 1643 38 Peak-hour factor, PHF 0.93 0.93 0.91 0.91 0.91 0.91 Adj. Flow (vph) 63 266 89 1019 1805 42 RTOR Reduction (vph) 0 170 0 0 1 0 lane Group Flow (vph) 63 96 89 1019 1846 0 Heavy Vehicles (%) 1% 1% 2% 2% 2% 2% Turn Type Perm Prot Protected Phases 4 1 6 2 Permitted Phases 4 Actuated Green, G (s) 13.1 13.1 10.1 98.9 84.8 Effective Green, g (s) 14.1 14.1 11.1 99.9 85.8 Actuated glC Ratio 0.12 0.12 0.09 0.83 0.72 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 4.0 4.0 4.0 8.0 8.0 Lane Grp Cap (vph) 210 188 164 2946 2522 vIs Ratio Prot 0.04 cO.05 0.29 cO.52 vIs Ratio Perm cO.06 vic Ratio 0.30 0.51 0.54 0.35 0.73 Uniform Delay, d1 48.4 49.7 52.0 2.4 10.2 Progression Factor 1.00 1.00 1.00 1.00 0.73 Incremental Delay, d2 1.1 2.9 4.5 0.3 0.9 Delay (s) 49.5 52.6 56.6 2.7 8.4 level of Service D D E A A Approach Delay (s) 52.0 7.0 8.4 Approach lOS D A A Intersection Summary HCM Average Control Delay 12.3 HCM level of Service HCM Volume to Capacity ratio 0.68 Actuated Cycle length (s) 120.0 Sum of lost time (s) Intersection Capacity Utilization 68.6% ICU level of Service Analysis Period (min) 15 c Critical lane Group Renton Village Expansion 5:00 pm 3/17/20052006 Without Project PM Peak Transportation Engineering Northwest B 9.0 C 3/24/2005 Synchro 6 Report Page 1 Renton VHJace Expansion Traffic Impact Analysis 2006 With Project March 24, 2005 HCM Signalized Intersection Capacity Analysis 1: Grad;t W;t & Rainier Av .,J--+ • ., +-'-"" Movement EBl EBT EBR WBl WBT WBR NBl lane Configurations .~ t+ "! ..,~ , "t}o} ~ Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 lane Width 10 11 11 11 11 11 12 Total lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 lane Util. Factor 1.00 0.95 1.00 0.97 0.95 1.00 Frt 1.00 1.00 0.85 1.00 0.98 1.00 Fit Protected 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1620 3355 1501 3255 3288 1752 Fit Permitted 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow (perm) 1620 3355 1501 3255 3288 1752 Volume (vph) 375 852 474 888 834 130 246 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.82 Adj. Flow (vph) 441 1002 558 1045 981 153 300 RTOR Reduction (vph) 0 0 162 0 10 0 0 lane Group Flow (vph) 441 1002 396 1045 1124 0 300 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 3% Tum Type Prot Prot Prot Prot Protected Phases 3 8 8 7 4 5 Permitted Phases Actuated Green, G (s) 20.0 29.0 29.0 27.0 36.0 14.0 Effective Green, g (s) 21.0 30.0 30.0 28.0 37.0 15.0 Actuated glC Ratio 0.18 0.25 0.25 0.23 0.31 0.12 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 5.0 5.0 4.0 5.0 3.0 lane Grp Cap (vph) 284 839 375 760 1014 219 vIs Ratio Prot cO.27 0.30 0.26 cO.32 cO.34 0.17 vIs Ratio Perm vIc Ratio 1.55 1.19 1.06 1.38 1.11 1.37 Uniform Delay, d1 49.5 45.0 45.0 46.0 41.5 52.5 Progression Factor 1.00 1.00 1.00 0.98 0.97 1.00 Incremental Delay, d2 265.5 99.1 62.0 176.2 61.6 192.7 Delay (s) 315.0 144.1 107.0 221.3 102.0 245.2 level of Service F F F F F F Approach Delay (s) 171.4 159.2 Approach lOS F F Intersection Summary HCM Average Control Delay 214.3 HCM level of Service HCM Volume to Capacity ratio 1.43 Actuated Cycle length (s) 120.0 Sum of lost time (s) Intersection Capacity Utilization 114.4% ICU level of Service Analysis Period (min) 15 c Critical Lane Group Renton Village Expansion 5:00 pm 3/17/20052006 With Project PM Peak Transportation Engineering Northwest t /'" NBT NBR +t~ 1900 1900 11 11 3.0 0.91 0.95 1.00 4620 1.00 4620 943 484 0.82 0.82 1150 590 77 0 1663 0 3% 3% 2 29.0 30.0 0.25 4.0 5.0 1155 cO.36 1.44 45.0 1.00 202.8 247.8 F 247.4 F F 9.0 H 3/18/2005 '.. ~ .cI SBl SBT SBR ~ 't?-, ·f 'f¥ 1900 1900 1900 12 11 12 3.0 3.0 1.00 0.91 1.00 0.97 0.95 1.00 1752 4716 0.95 1.00 1752 4716 247 1531 402 0.88 0.88 0.88 281 1740 457 0 40 0 281 2157 0 3% 3% 3% Prot 1 6 19.0 34.0 20.0 35.0 0.17 0.29 4.0 4.0 3.0 5.0 292 1376- 0.16 cO.46 0.96 1.57 49.6 42.5 0.85 0.82 42.0 259.1 84.1 293.9 F F 270.1 F Synchro 6 Report Page 1 HCM Signalized Intersection Capacity Analysis 2: Grady 'iVy & Lal<c A'+, 8 ,}--+ ... ., <If-"-"' Movement EBl EBT EBR WBl WBT WBR NBl lane Configurations ~ tt 1f ~ t1+ lo; ! , Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 11 12 11 12 12 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 Fit Protected 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1770 3421 1531 1752 3384 1770 Fit Permitted 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow 1perml 1770 3421 1531 1752 3384 1770 Volume (vph) 34 1267 153 27 1130 9 235 Peak-hour factor, PHF 0.86 0.86 0.86 0.94 0.94 0.94 0.81 Adj. Flow (vph) 40 1473 178 29 1202 10 290 RTOR Reduction (vph) 0 0 56 0 0 0 0 Lane Group Flow (v ph) 40 1473 122 29 1212 0 290 Heav~ Vehicles (%) 2% 2% 2% 3% 3% 3% 2% Tum Type Prot Perm Prot Split Protected Phases 5 . 2 1 6 3 Permitted Phases 2 Actuated Green, G (s) 4.9 67.7 67.7 4.6 67.4 21.4 Effective Green, g (s) 5.9 68.7 68.7 5.6 68.4 22.4 Actuated glC Ratio 0.05 0.57 0.57 0.05 0.57 0.19 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 4.0 4.0 3.0 4.0 4.0 lane Grp Cap (vph) 87 1959 876 82 1929 330 vIs Ratio Prot cO.02 cO.43 0.02 0.36 cO.16 vIs Ratio Perm 0.08 vIc Ratio 0.46 0.75 0.14 0.35 0.63 0.88 Uniform Delay, d 1 55.5 19.3 11.9 55.4 17.3 47.5 Progression Factor 1.08 0.57 0.65 1.28 0.69 1.00 Incremental Delay, d2 0.3 0.3 0.0 2.2 0.6 22.8 Delay (s) 60.1 11.2 7.8 72.9 12.6 70.3 level of Service E 8 A E 8 E Approach Delay (s) 12.0 14.0 Approach LOS 8 B Intersection Summary HCM Average Control Delay 19.3 HCM Level of Service HCM Volume to Capacity ratio 0.69 Actuated Cycle Length (s) 120.0 Sum of lost time (s) Intersection Capacity Utilization 61.4% ICU Level of ServiCe Analysis Period (min) 15 c Critical Lane Group Renton Village Expansion 5:00 pm 3/17/2005 2006 With Project PM Peak Transportation Engineering Northwest t ,... NBT NBR 1\>. 1900 1900 11 12 3.0 1.00 0.85 1.00 1531 1.00 1531 0 37 0.81 0.81 0 46 37 0 9 0 2% 2% 3 21.4 22.4 0.19 4.0 4.0 286 0.01 0.03 39.9 1.00 0.1 40.0 D 66.1 E 8 9.0 8 311812005 \. + ..' SBl SBT SBR 4;. 1900 1900 1900 12 12 12 3.0 1.00 0.90 0.99 1387 0.99 1387 18 3 60 0.83 0.83 0.83 22 4 72 0 65 0 0 33 0 22% 22% 22% Split 4 4 10.3 11.3 0.09 4.0 4.0 131 cO.02 0.25 50.4 1.00 1.4 51.8 D 51.8 D Synchro 6 Report Page 2 HCM Signalized Intersection Capacity Analysis 3: Gradl: Wl: & Shattuck Av S ~ -II-l-.f .-"-"\ Movement EBl EBT EBR WBl WBT WBR NBl lane Configurations ~ tt rt '1 ·tr+ "i Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 lane Width 12 11 11 12 11 12 12 Total lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.91 Frt 1.00 1.00 0.85 1.00 0.99 1.00 FIt Protected 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1770 3421 1531 1736 3331 1643 Fit Permitted 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow !eerm) 1770 3421 1531 1736 3331 1643 Volume (vph) 24 1229 122 81 1051 53 133 Peak-hour factor, PHF 0.95 0.95 0.95 0.96 0.96 0.96 0.84 Adj. Flow (vph) 25 1294 128 84 1095 55 158 RTOR Reduction (vph) 0 0 60 0 3 0 0 Lane Group Flow (vph) 25 1294 68 84 1147 0 98 Heavy Vehicles (%) 2% 2% 2% 4% 4% 4% 0% Tum Type Prot Perm Prot Split Protected Phases 1 6 5 2 3 Permitted Phases 6 Actuated Green, G (s) 4.2 62.1 62.1 9.1 67.0 13.2 Effective Green, g (s) 5.2 64.1 64.1 10.1 69.0 14.2 Actuated glC Ratio 0.04 0.53 0.53 0.08 0.57 0.12 Clearance Time (s) 4.0 5.0 5.0 4.0 5.0 4.0 Vehicle Extension (s) 3.0 5.0 5.0 3.0 5.0 4.0 Lane Grp Cap (vph) 77 1827 818 146 1915 194 vis Ratio Prot 0.01 cO.38 0.05 cO.34 cO.06 vis Ratio Perm 0.04 vic Ratio 0.32 0.71 0.08 0.58 0.60 0.51 Uniform Delay, d1 55.7 20.9 13.6 52.9 16.5 49.6 Progression Factor 0.55 0.19 0.02 0.76 0.99 1.00 Incremental Delay, d2 1.7 1.1 0.1 4.0 1.0 2.8 Delay (s) 32.6 5.1 0.4 44.0 17.4 52.4 Level of Service C A A D 8 D Approach Delay (s) 5.1 19.3 Approach lOS A 8 Intersection Summary HCM Average Control Delay 19.9 HCM Level of Service HCM Volume to Capacity ratio 0.67 Actuated Cycle Length (s) 120.0 Sum of lost time (s) Intersection Capacity Utilization 66.1% ICU Level of Service Analysis Period (min) 15 c Critical Lane Group Renton Village Expansion 5:00 pm 3/17/20052006 With Project PM Peak Transportation Engineering Northwest t ~ NBT NBR 4~ 1900 1900 11 12 3.0 0.91 0.93 0.99 3059 0.99 3059 42 85 0.84 0.84 50 101 89 0 122 0 0% 0% 3 13.2 14.2 0.12 4.0 4.0 362 0.04 0.34 48.6 1.00 0.8 49.3 D 50.3 0 8 12.0 C 3/18/2005 '. ~ ./ SBl SBT SBR .llj ~ 1900 1900 1900 12 11 12 3.0 3.0 1.00 1.00 1.00 0.92 0.95 1.00 1687 1583 0.95 1.00 1687 1583 164 77 83 0.85 0.85 0.85 193 91 98 0 33 0 193 156 0 7% 7% 7% Split 4 4 18.6 18.6 19.6 19.6 0.16 0.16 4.0 4.0 4.0 4.0 276 259 cO.11 0.10 0.70 0.60 47.4 46.6 1.00 1.00 8.1 4.5 55.5 51.1 E D 53.3 D Synchro 6 Report Page 3 HCM Signalized Intersection Capacity Analysis 4: 6fadr VV~ & Talbot Rd /' --+-"'). .£ ....-"-, Movement EBl EBT EBR WBl WBT WBR NBl lane Configurations '1 ;; rt ,,It t~ "'"'1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 0.97 Frt 1.00 1.00 0.85 1.00 0.99 1.00 Fit Protected 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1752 3505 1568 3367 3452 3433 Fit Permitted 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow (perm) 1752 3505 1568 3367 3452 3433 Volume (vph) 48 783 687 355 615 24 446 Peak-hour factor, PHF 0.90 0.90 0.90 0.88 0.88 0.88 0.85 Adj. Flow (vph) 53 870 763 403 699 27 525 RTOR Reduction (vph) 0 0 193 0 3 0 0 Lane Group Flow (vph) 53 870 570 403 723 0 525 Heavy Vehicles (%) 3% 3% 3% 4% 4% 4% 2% Turn Type Prot Perm Prot Prot Protected Phases 2 6 5 1 3 Permitted Phases 6 Actuated Green, G (s) ·28.0 38.7 38.7 19.7 30.4 18.0 Effective Green, g (s) 30.0 40.7 40.7 21.7 32.4 20.0 Actuated glC Ratio 0.25 0.34 0.34 0.18 0.27 0.17 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 4.0 4.0 4.0 4.0 5.0 Lane Grp Cap (vph) 438 1189 532 609 932 572 vIs Ratio Prot 0.03 0.25 0.12 cO.21 cO.15 vIs Ratio Perm cO.36 vic Ratio 0.12 0.73 1.07 0.66 0.78 0.92 Uniform Delay, d1 34.8 34.9 39.7 45.7 40.4 49.2 Progression Factor 1.35 1.35 1.65 1.00 1.00 1.00 Incremental Delay, d2 0.4 1.9 55.0 3.0 4.3 20.1 Delay (s) 47.3 49.1 120.4 48.7 44.8 69.1 Level of Service D D F D D E Approach Delay (s) 81.3 46.2 Approach LOS F D Intersection Summary HCM Average Control Delay 62.4 HCM Level of Service HCM Volume to Capacity ratio 0.94 Actuated Cycle Length (s) 120.0 Sum of lost time (s) Intersection Capacity Utilization 79.4% ICU Level of Service Analysis Period (min) 15 c Critical lane Group Renton Village Expansion 5:00 pm 3/17/2005 2006 With Project PM Peak Transportation Engineering Northwest 1 I'" NBT NBR t~ 1900 1900 3.0 0.95 0.94 1.00 3322 1.00 3322 345 240 0.85 0.85 406 282 99 0 589 0 2% 2% 8 33.6 35.6 0.30 5.0 5.0 986 0.18 0.60 36.1 1.25 1.4 46.6 D 56.3 E E 12.0 0 3724/2005 '. ~ .I SBl SST SBR "i tt f 1900 1900 1900 3.0 3.0 3.0 1.00 0.95 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1787 3574 1599 0.95 1.00 1.00 1787 3574 1599 74 607 47 0.92 0.92 0.92 80 660 51 0 0 40 80 660 11 1% 1% 1% Prot Perm 7 4 4 9.0 23.6 23.6 10.0 25.6 25.6 0.08 0.21 0.21 4.0 5.0 5.0 3.0 3.0 3.0 149 762 341 0.04 cO.18 0.01 0.54 0.87 0.03 52.8 45.5 37.4 1.00 1.00 1.00 3.7 10.2 0.0 56.5 55.7 37.4 E E D 54.6 D Synchro 6 Report Page 1 HCM Signalized Intersection Capacity Analysis 5: Renton Villa~e PI. & Talbot Rd ./ -. "\ t ~ ....' Movement EBl EBR NBl NBT SBT SBR lane Configurations '{I{ f 'f<j tt ~t-! , ~ Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 Lane Uti!. Factor 1.00 1.00 1.00 0.95 0.95 Frt 1.00 0.85 1.00 1.00 1.00 FIt Protected 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1787 1599 1770 3539 3527 Fit Permitted 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1787 1599 1770 3539 3527 Volume (vph) 59 259 92 927 1643 38 Peak-hour factor, PHF 0.93 0.93 0.91 0.91 0.91 0.91 Adj. Flow (vph) 63 278 101 1019 1805 42 RTOR Reduction (vph) 0 170 0 0 1 0 Lane Group Flow (vph) 63 108 101 1019 1846 0 Heavy Vehicles (%) 1% 1% 2% 2% 2% 2% Turn Type Perm Prot Protected Phases 4 1 6 2 Permitted Phases 4 Actuated Green, G (s) 13.5 13.5 12.3 98.5 82.2 Effective Green, g (5) 14.5 14.5 13.3 99.5 83.2 Actuated glC Ratio 0.12 0.12 0.11 0.83 0.69 Clearance Time (5) 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (5) 4.0 4.0 4.0 8.0 8.0 Lane Grp Cap (vph) 216 193 196 2934 2445 vIs Ratio Prot 0.04 cO.06 0.29 cO.52 vIs Ratio Perm cO.07 vIc Ratio 0.29 0.56 0.52 0.35 0.75 Uniform Delay, d1 48.1 49.7 50.3 2.5 11.8 Progression Factor 1.00 1.00 1.00 1.00 0.73 Incremental Delay, d2 1.0 4.5 3.0 0.3 1.0 Delay (s) 49.1 54.2 53.3 2.8 9.6 Level of Service D D D A A Approach Delay (s) 53.3 7.3 9.6 Approach LOS D A A Intersection Summary HCM Average Control Delay 13.3 HCM Level of Service HCM Volume to Capacity ratio 0.70 Actuated Cycle Length (s) 120.0 Sum of lost time (5) Intersection Capacity Utilization 69.3% ICU Level of Service Analysis Period (min) 15 c Critical Lane Group Renton Village Expansion 5:00 pm 3/17/2005 2006 With Project PM Peak Transportation Engineering Northwest B 9.0 C 3/24/2005 Synchro 6 Report Page 1 FOR WELLS FARGO 8 ANK DEVELO' C/-JMENTP OF RENT~~~ING MAY 1 0 2005 RECEIVED Geotechnical Consulting Services Proposed Bank Branch Building 601 South Grady Way Renton Village Shopping Center Renton, Washington Prepared for: Wells Fargo Bank clo Craft Architects PLLC 2111 Third Avenue Seattle, Washington 98121 File No. 5206-006-00 March 3, 2005 . Attention: Kathy Craft, Dora Taylor Prepared by: GeoEngineers, Inc. 8410 154thAvenue NE Redmond, Washington 98052 Herbert R. Pschunder, P.E. Senior Geotechnical Engineer Thomas A. Tobin, P.E. Principal Copyright© 2005 by GeoEngineers, Inc. All rights reserved. HRP:TAT:ja Redm:\OO\ finals\520600600 Rdoc I EXPIRES Disclaimer: Any electronic form, facsimile or hard copy of the original document (email, text, table, andlor figure), if provided, and any attachments are only a copy of the original document. The original document is stored by GeoEngineers, Inc. and will serve as the official document of record. TABLE OF CONTENTS Page No. INTRODUCTION ........................................................................................................................................... 2 PROJECT DESCRIPTION ............................................................................................................................ 2 SCOPE .......................................................................................................................................................... 2 SITE DESCRIPTION ..................................................................................................................................... 2 SURFACE CONDITIONS .................................................................................................................... 2 SUBSURFACE CONDITIONS ............................................................................................................ 2 CONCLUSIONS AND RECOMMENDATIONS ............................................................................................. 3 GENERAL ............................................................................................................................................ 3 EXISTING DEEP FOUNDATIONS ...................................................................................................... 3 SITE PREPARATION .......................................................................................... : ............................... 4 EARTHWORK ..................................................................................................................................... 5 Footing Excavation .................................................................................................................... 5 Fill Criteria .................................................................................................................................. 5 BUILDING AREA SETTLEMENTS ..................................................................................................... 6 PRELOAD FILL AND SETILEMENT MONITORING ......................................................................... 7 FOUNDATION SUPPORT .................................................................................................................. 8 FLOOR SLAB SUPPORT .................................................................................................................... 8 PAVEMENTS ....................................................................................................................................... 8 DRAINAGE .......................................................................................................................................... 9 SEISMIC CONSIDERATIONS ............................................................................................................ 9 General ....................................................................................................................................... 9 Ground Shaking ......................................................................................................................... 9 Surface Fault Rupture .............................................................................................................. 10 Liquefaction .......................................... c •••••••••••••••••••••••••••••.••••••••••.•••••••••••••••••••••••••••••.•••••••••••• 10 ADDITIONAL EXPLORATIONS ........................................................................................................ 10 LIMITATIONS .............................................................................................................................................. 11 List of Figures Figure 1. Settlement Plate Detail APPENDICES ATIACHMENT A REPORT LIMITATIONS AND GUIDELINES FOR USE .................................... A-1 ... A-3 File No. 5206-006-00 March 3, 2005 Pagei (GEOENGINEER~ GEOTECHNICAL CONSULTING SERVICES PROPOSED BANK BRANCH BUILDING 601 SOUTH GRADY WAY RENTON VILLAGE SHOPPING CENTER RENTON, WASHINGTON FOR WELLS FARGO BANK INTRODUCTION We present in this report the results of our geotechnical consulting services for the proposed Wells Fargo Bank branch building to be located at 601 South Grady Way in the western portion of the Renton Village Shopping Center in Renton, Washington .. The shopping center is located south of South Grady Way and east of Lake Avenue South. We completed these services in general accordance with our proposal dated February 23,2005. Dora Taylor of Craft Architects gave us authorization to proceed on February 24, 2005. We provided preliminary results of our evaluation to you as the information was developed. PROJECT DESCRIPTION We understand that the bank branch building will be located within the northern portion of an area to be developed for commercial and retail facilities. This area roughly coincides with the area of a ten- story office building and parking garage that was originally planned for this site. We completed geotechnical engineering services for that proposed development, the results of which are presented in our report dated February 24, 1992. The building will have approximate dimensions of 80 feet (north-south) by 65 feet (east-west). It will be a single-story wood frame structure with brick veneer, and will have a finished floor grade at or slightly above existing site grades. The building will be supported on shallow foundations, and the floor slab will be supported on-grade. We understand that live floor loads will be about 100 pounds per square foot (pst) over most of the building footprint. A vault will be located within the eastern portion of the building. The vault will occupy an area of approximately 24 feet by 11 feet and will weigh approximately 56 kips. It will be supported on a 12-inch thick mat foundation. Live loading from safe deposit boxes within the vault will be 500 pounds per square foot. Drive-thru aisles will be provided on the north side of the building. Some reconfiguration of the existing parking and driveway areas within the general area to be developed for the bank branch building and other commercial and retail facilities will be necessary. The building loads, particularly in the footing and vault areas, will induce settlements due to consolidation of compressible soils underlying the site. Building sites with similar loads that are underlain by compressible soils are sometimes preloaded or surcharged to induce the majority of these settlements to occur in advance of actual building construction. File No. 5206-006-00 March 3, 2005 Pagel GEOENGINEER~ SCOPE The purpose of our services is to develop geotechnical recommendations and performance estimates for the proposed bank branch building. Our specific scope of services includes the following tasks: 1. Review the existing exploration and laboratory test data in our files and characterize the subsurface conditions and consolidation behavior of the various soils. 2. Provide recommendations for site preparation, fill type and placement criteria, drainage and pavmg. 3. Estimate the magnitude and time rate of settlement that will result from consolidation of compressible soil layers encountered in our previous borings. 4. Develop a preload and surcharge program, as appropriate, to reduce post-construction settlements in the building area, particularly for the vault. 5. Provide recommendations for aHowable bearing pressures and other footing design parameters, including minimum width and embedment depth and settlement estimates. 6. Provide recommendations for floor slab support. 7. Comment on seismic issues for this site. 8. Comment on the possible need for additional explorations, as appropriate. 9. Prepare a written report that summarizes our findings, conclusions and recommendations. SITE DESCRIPTION SURFACE CONDITIONS The project site is a level, gravel-surfaced area bounded on the south by an access driveway extending west from Lake Avenue South to the Renton Village Shopping Center. Lake Avenue South and Grady Way South bound the west and north sides of the site, respectively. Paved parking areas for the shopping center are located east of the site. Overhead transmission lines extend in a north-south direction along the western edge of the site. SUBSURFACE CONDITIONS We completed eight borings in the vicinity of the proposed bank branch building location as part of our 1992 study for the office building development. In addition, a boring from a 1986 study for a previous planned development was located within the footprint of the planned bank branch building. Descriptions of our previous field and laboratory testing programs, including boring logs, are presented in our September 9, 1986 and February 24, 1992 reports. The borings encountered somewhat variable subsurface conditions, but generally consist of fill and alluvial soils over sandstone bedrock. A generalized profile from the previous explorations closest to the bank branch building site is as follows: 1. A surface mantle of 5 to 9 feet of fill and granular native soils consisting primarily of medium dense sand with varying amounts of silt, gravel and cobbles. 2. A complex sequence of soft peat, soft to medium stiff silt and organic silt, and loose to dense sand. The thickness, extent and character of these soil units vary significantly within the site vicinity. File No. 5206-006-00 March 3, 2005 Page 2 GEoENGINEER~ 3. Weathered to moderately competent sandstone bedrock. The upper portion of the bedrock is highly weathered and consists of loose to medium dense silty sand. The depth to moderately competent sandstone varies from 48 to 68 feet in the borings closest to the site. Existing buildings in the shopping center are supported on piles extending down through the compressible soils to the sandstone. We drilled the eight borings for the 1992 study in late October of 1991. Groundwater levels observed during drilling of these borings ranged from 12 to 28 feet below the existing ground surface. Piezometers were installed in two of these borings. We measured groundwater levels at 4.3 and 7 feet in these piezometers on December 30, 1991. The groundwater level was measured at 7.5 feet on September 2, 1986 in a piezometer installed in the 1986 boring. We expect groundwater levels to fluctuate because of variations in seasonal precipitation. CONCLUSIONS AND RECOMMENDATIONS GENERAL Based on the results of our previous explorations and laboratory testing, analyses and our experience with similar sites in the vicinity of Renton Village, we conclude that the proposed bank branch building can be satisfactorily supported on shallow foundations and a slab-on-grade. The vault may also be supported on a shallow mat foundation, provided that the vault area is preloaded as recommended below. The footings, mat and floor slab should be supported on properly compacted existing or new fill soils. The thickness of the existing fill soils and the near -surface granular native soils varies in the vicinity of the site. Depending on footing grades, it may be necessary to complete some excavation and replacement of existing fill and native soils with structural fill. The purpose of the excavation and replacement is to provide an adequate thickness of structural fill beneath footings where the existing fill/granular native soil thickness below the footings is 3 feet or less, or where deeper footings would otherwise bear directly on compressible native soils. The peat, silt and organic silt layers are compressible and may experience significant consolidation when subjected to new surface loading such as fill or building loads. A preload and surcharge program completed in accordance with the recommendations provided in this report should be used to reduce post-construction total and differential settlements of the completed building to acceptable limits. As described above, the thickness, extent and character of the compressible soil layers vary significantly within the site; therefore, it must be recognized that post-construction settlements will not necessarily be uniform. This site as well as most sites in valley bottom areas of the Puget Sound region is underlain by soils that are susceptible to seismically induced liquefaction. Liquefaction, should it occur, may result in settlement of the proposed structure. This and other seismic considerations are discussed in more detail in a subsequent section of this report. EXISTING DEEP FOUNDATIONS A test pile program was conducted at and near this site as part of the preliminary design phase for the previously conceived site development scheme. Eight deep foundations were installed at the site, and remain present below the site. File No. 5206-006-00 March 3, 2005 Page 3 GEoENGJNEER~ The existing deep foundations may conflict with future building foundations or other improvements. Existing deep foundations can be demolished where conflicts exist. If the piles are located directly below building foundations, we recommend they be demolished to a depth of 3 feet below the new foundation so that the pile does not affect the soil/structure performance of the new foundation. We can help locate the existing piles based on data in our files at the appropriate time. SITE PREPARATION We recommend that brush and sod, if present, be removed from within building and pavement areas and be used in landscaped areas or wasted. Existing asphalt concrete pavement within the building area, if present, should be removed in areas where the finished floor slab grades will be less than 2 feet above existing grades, and where the pavement may interfere with footing or utility excavation. Where left in place, the asphalt should be broken up into pieces less than about 24 inches in greatest dimension to allow for drainage. Asphalt pavement that is removed could be recycled for use in the lower portion of structural fills provided· that individual pieces are broken down in such a way as to meet the criteria for structural fill, as discussed below. Also, the existing asphalt concrete could be pulverized and recycled as aggregate for new pavement. The existing fill soils should be removed to the depth required to accommodate the recommended design pavement section. The surficial soils at the site are moisture-sensitive and easily disturbed when wet. During wet weather, these soils will be difficult to grade or compact. Accordingly, we recommend that site preparation and grading activities be completed in the generally drier late summer to early fall months in order to reduce difficulties and costs associated with these activities. If construction activities must take place during prolonged periods of wet weather, it may be desirable to leave portions of the existing asphalt pavement intact to provide a temporary working surface. In areas that are presently unpaved, it might be necessary to protect the sub grade from disturbance by placing a layer of crushed rock or free-draining sand and gravel as a working surface. The exposed subgrade in building and new pavement areas should be thoroughly proof rolled with heavily loaded rubber-tired construction equipment if site preparation is done during extended dry weather. The proof rolling should immediately follow stripping or removal of existing asphalt concrete pavement. Soft, loose or otherwise unsuitable areas revealed during proof rolling should be excavated down to firm soil or to 2 feet, whichever is less, and replaced with structural fill. If site preparation must be done during wet weather, the exposed sub grade should not be proofrolled because this could damage the subgrade. In wet weather, the sod zone and existing pavement, where present, should be stripped with lightweight equipment and construction traffic kept off the exposed surface. The subgrade should be evaluated by probing by a representative from our firm who will evaluate whether there are localized areas of soft soils that need to be removed and replaced. These soft soils should be excavated to the depth recommend by our representative. Settlement plates should be placed in the building area prior to placing any new fill, as described in a subsequent section. File No. 5206-006-00 March 3,2005 Page 4 GEOENGINEER~ EARTHWORK Footing Excavation We recommend that building footings and the vault be supported on a pad of existing fill/native granular soils or new compacted structural fill having a thickness of at least 3 feet. The existing fill/granular native soil thickness varies from about. 5 to 9 feet at the locations of our previous explorations. Depending on footing grades, excavation and replacement of compressible native soils may be necessary for footings that are founded within 3 feet above the bottom of the existing fill/granular native soils. The extent of excavation and replacement in deeper footing areas should be evaluated during final design by excavating a series of test pits to identify the bottom of the existing filVgranular native soils. Excavation and replacement of compressible native soils should be completed prior to placing any new fill in the building area, so that the potential for disturbance to the fill during footing constmction is reduced. Details regarding foundation support are presented in a subsequent section of this report. We recommend that the -compacted structural fill placed in footing excavations extend horizontally out from each edge of the footing a distance equal to the depth of the excavation below footing sub grade level. Subgrades for footings supported on new or existing fill should be evaluated and recompacted as necessary just prior to placing footing concrete. The compressible native soils underlying the existing fill are soft, moisture sensitive and susceptible to disturbance. The first lift of fill placed on these soils for footing support should be compacted without vibratory action to reduce the potential for pumping of these soils. Alternatively, the initial lift of fill could consist of quarry spalls to help bridge over the soft soils. The vibrating action of the compactors may also need to be curtailed if pumping of water is evident during compaction of subsequent lifts of fill. We recommend that a representative of our firm observe the footing excavations before placement of structural fill. Soils found to be excessively soft or compressible should also be excavated and replaced with structural fill to the depth recommended by our representative. Fill Criteria Structural fill for support of footings, floor slabs and pavements should be free of organic matter, debris, man-made contaminants and other deleterious materials, with no individual particles larger than 6 inches in greatest dimension. Particle sizes larger than 3 inches should be excluded from the top 1 foot of the fill. The fill should generally consist of well-graded, free-draining pit run sand and gravel. As the amount of fmes (soil particles passing the No. 200 sieve) increases, soil becomes increasingly more sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve, particularly during wet weather. Generally, soils containing more than about 5 percent filles cannot be properly compacted when the moisture content is more than a few percent above optimum. If grading is done during wet weather, the fines content of fill soils should be limited to less than 5 percent by weight of the fraction passing the %-inch sieve. For earthwork during extended dry weather conditions, the fines content may be somewhat higher, provided that the exposed sub grade is not wet and is generally firm. Up to about 20 percent fines is usually acceptable for dry weather earthwork, provided that the fines are well distributed throughout File No. 5206-006-00 March 3, 2005 Page 5 GEOENGINEER~ the soils and are not present as lumps or balls, and the soil is within a few percent of the optimum moisture content. Structural fill should generally be placed in horizontal lifts that are 10 inches or less in loose thickness. The initial lift of fill may need to be somewhat thicker in order to reduce the potential for pumping of wet sub grade soils and to provide support for construction traffic in heavily used areas. Fill placed beneath floor slabs in the building and within 2 feet of pavement subgrade should be compacted to at least 95 percent of the maximum dry density obtained in accordance with the ASTM D-1557 test method. Structural fill placed more than 2 feet below the pavement sub grade should be uniformly compacted to at least 90 percent of the maximum dry density. These compaction criteria also apply to utility trench backfill. The moisture content should be adjusted as necessary to achieve the specified compaction. Fill surfaces should be crowned at all times to prevent ponding of surface water. We recommend that site preparation and structural fill placement be observed by a representative from our firm to verifY that the procedures comply with the intent of our recommendations and the project plans and specifications. Our representative will probe the exposed subgrade and complete a sufficient number of in-place density tests in the fill as it is being placed to evaluate whether the compaction criteria is being achieved. The compacted structural fill should be placed at least 6 inches above desired floor slab sub grade elevation to allow for expected settlements resulting from the preload program. Preload fill need only be compacted to the extent necessary to support equipment traffic on the fill surface. BUILDING AREA SETTLEMENTS The building area is underlain by several layers of compressible soils that will cause settlement under the weight of the floor slab and the footing loads. The magnitude of these settlements will vary significantly across the site. We estimate that settlements within the building area could range from 1 to 2 inches due to placement of each 1 foot of new fill above existing site grade. The areal floor slab loading of 100 psf within the building would induce additional settlements of 1 to 2 inches without a preload. Vault area and footing settlements would be significantly greater due to the higher, concentrated loads. We estimate that the vault could settle as much as 6 inches without a preload. The rate at which consolidation of the various compressible units will occur is highly variable. Based on the analyses we completed for the previous development planned for this site, we estimate that a majority of this settlement (about 50 to 60 percent) will occur within two months of fill placement or floor slab load application. The remaining settlement is likely to occur over a period of several years due to the slow rate of consolidation in the peat layers. We recommend that a preload program be implemented at this site in order to induce most of the settlements that would otherwise occur under the new fill, floor slab, footing and vault loads. The preload program will significantly reduce the potential differential settlements resulting from variability in areal loading and the thickness and characteristics of the compressible soils. The preload program should be carefully controlled and monitored. Detailed recommendations for the preload program are provided below. File No. 5206-006-00 March 3, 2005 Page 6 GEoENGINEER~ PRELOAD FILL AND SETTLEMENT MONITORING We recommend that preload fill consist of well-graded, free-draining pit run sand and gravel as described above for structural fill so that it can be used as subbase fill for pavement areas. Use of this type of soil will also minimize difficulties in rehandling the preload during wet weather as it is moved from one area to another. Other types of preload fill may be acceptable, depending on the end use of such fill. We recommend that the building area be preloaded and that the preload fill thickness be at least 4 feet. The preload fill thickness in the vault area should be at least 6 feet. Additional fill (termed surcharge fill) may be placed over the preload fill in order to reduce the time required for the expected settlements to occur. The crest of the preload fill (and any surcharge fill) should extend to full height at least 5 feet outside of the building area and vault lines. Fill should be sloped downward to surrounding grades at about 1-1/2H: 1 V (horizontal to vertical). Preload fill need be compacted only to the extent necessary to support construction equipment. The preload surface should be crowned slightly to promote drainage of surface water. The preload fill should be left in place until the measured rates and magnitudes of settlement indicate that post-construction settlements will be within acceptable limits. We recommend that the preload remain for at least 10 to 12 weeks, or until settlement marker data indicate that consolidation of the underlying compressible strata is largely complete. If surcharge is used, the preloading period may be reduced. The actual preload period required will depend on the thickness, extent and character of the compressible soils under various portions of the building, particularly the peat and organic silt layers. In order to evaluate the rate, magnitude and effective time of completion for the preload fill settlements, we recommend that a series of settlement plates be installed prior to placing any new fill in the building area. An example of a recommend settlement plate and a description of the monitoring procedures are presented in Figure 1. Initial elevation readings of the settlement plates and adjacent ground surface should be obtained immediately after they are installed and before any fill is placed. We recommend that the elevation surveys of the settlement plates be referenced to a stable benchmark established at least 200 feet from the area being filled. Elevations of the plates and adjacent ground surface should be obtained at least twice a week during filling so that settlement progress in relation to the height of new fill in place can be charted. We recommend that readings be obtained weekly for the remainder of the preload period. The settlement data should be forwarded to our office promptly after each reading for our evaluation. Review of the settlement data provides important information regarding site performance and construction schedule. We recommend that four settlement plates be placed in a rectangular pattern within the building area and two plates within the vault area preload. Plates near building comers should be set in at least 20 feet from each side of the comer. We should review the proposed layout of the settlement plates before they are installed. The presence of the measurement rods that extend above the settlement plates and through the fill will inhibit the mobility of earthmoving equipment to some extent. The earthwork contractor should be cautioned to exercise care to avoid damaging or disturbing the rods. The construction documents should emphasize the importance of protecting the settlement plates and measurement rods from disturbance. File No. 5206-006-00 March 3, 2005 Page 7 GEOENGINEER~ FOUNDATION SUPPORT Foundation construction should not be started until after the fill settlements are largely complete. All foundations should be underlain by at least 3 feet of existing or new compacted structural fill. Footing subgrades should be recompacted to a firm, unyielding condition and to at least 95 percent of the maximum dry density determined in accordance with the ASTM D-1557 test method. A representative from our staff should evaluate exposed footing subgrades. Sub grade soils that are in a loose, soft or wet condition should be removed and replaced with structural fill to the depth determined by our representative. We recommend that interior and exterior foundations be supported at least 12 and 18 inches below the lowest adjacent soil grade, respectively. Isolated colunm footings should have a minimum width of 24 inches. Continuous strip footings should be at least 16 inches wide. Individual column footings and continuous footings constructed as recommended may be designed for an allowable soil bearing pressure of 2,500 psf. The vault foundation slab may be designed using this allowable bearing pressure. This value applies to the total of all deadplus long-term live loads and may be increased by one-third for wind and seismic loads. We estimate that post-construction settlements for wall and colunm footings and for the vault foundation will range from about 112 to 1 inch, provided that the building area is preloaded as recommended. The building should be designed to tolerate at least Y2 inch of differential settlement between adjacent columns. We estimate that the foundation settlements will largely be complete within four weeks after application of structural loads. FLOOR SLAB SUPPORT Floor slabs should be supported on a capillary break layer of free-draining crushed rock or coarse sand with negligible fines. This layer should have a thickness of at least 4 inches. A vapor barner should be placed between the capillary break layer and the floor slab to reduce the potential for migration of moisture up through the slab, particularly where tiles or carpet will be placed over the slab. Provisions should be made under the floor slab to vent potential accumulations of gas generated by decomposition of the peat and other underlying organic soils. This could be done by placing perforated pipes spaced at 30 to 50 feet apart beneath the floor slab. The pipes should be vented outside of the building. Post-construction settlements due to long-term live loads of about 100 psf should be less than Yz inch if the building area is preloaded as recommended. Abrupt differential settlements are not expected for uniformly applied loads. PAVEMENTS Exposed sub grades in new pavement areas should be proofrolled or probed to detect zones of unsuitable soils. Once any unsuitable soils are excavated and repaired, the subgrade should be thoroughly compacted, provided the exposed soils are sufficiently dry to not be disturbed by the compaction effort. We recommend that the pavement section in areas used primarily by automobiles consist of 2 inches of Class B asphalt concrete, 4 inches of crushed surfacing base course, and 6 inches of free-draining File No. 5206-006-00 March 3, 2005 Page 8 GEoENGINEER~ sand and gravel subbase fill. In truck parking, loading areas and driveways, we recommend increasing the thickness of asphalt concrete to 3 inches. If pavement subgrade preparation work will take place during wet weather, it might be necessary to increase the thickness of subbase fill. Generally, a 12-inch thickness is adequate for protection except for heavy traffic areas where 18 inches may be needed. It might also be appropriate to place ATB (asphalt-treated base) as a temporary wearing surface for construction traffic during prolonged wet weather. The ATB should be at least 3 inches thick and may be used as a direct substitute for the crushed surfacing base course. Crushed surfacing base course should conform to Washington State Department of Transportation Standard Specifications for Road, Bridge and Municipal Construction, Section 9-03.9(3), Crushed Surfacing Base Course. Subbase fill should generally conform to Section 9-03.14, Gravel Borrow, except the percent passing the No. 200 sieve should not exceed 5 percent. Both the crushed surfacing base course and the subbase fill should be compacted to at least 95 percent of ASTM D-I557. It is important to pavement performance that backfill in utility trenches also be properly compacted. DRAINAGE We recommend that the ground surface adjacent to the building be sloped so that surface runoff flows away from the structure. Roof drains should be connected via tightlines to the site storm drain system. SEISMIC CONSIDERATIONS General Potential seismic hazards at this site from earthquakes include ground shaking, surface fault rupture, and liquefaction. Lateral spreading and landslides are very unlikely to occur due to the level topography of the site. Ground Shaking We anticipate that building design will follow the 2003 International Building Code (IBC). Based on Figure 1615 (1) in the 2003 edition of the IBC, the mapped spectral acceleration for short periods, Ss, may be taken as 1.35g at the site, where g is the gravitational constant. Based on Figure 1615 (2) in the mc, the mapped spectral acceleration for a I-second period, S], may be taken as 0.45g. Based on IBC Table 1615.1.1, sites with liquefiable soils are classified as Site Class F. The IBC requires that a site-specific response analysis be considered to determine a design response spectrum if liquefiable soils are present beneath a site. Based on our borings, our extensive experience in the Renton Village area, liquefiable soils are present beneath the site. In the non-liquefiable condition, we consider the site soil profile to be Class E. Based on previous site-specific response analyses we have completed for several projects with soil conditions similar to the Renton Village area, the design response spectrum derived from use of coefficients for Site Class E (the non-liquefied condition) give values that are more conservative than a response spectrum derived from site-specific analyses (liquefied condition) for short period structures such as one-story buildings. The reason for this is that as soils liquefY, they become softer and their ability to transmit high frequency (low period) ground motions drops markedly. In all cases we have evaluated, the highest frequency ground motions propagating through the liquefied soil mass are actually dampened when compared to the same high frequency ground motions propagating File No. 5206-006-00 March 3, 2005 Page 9 GEOENGINEER~ through the non-liquefied soil mass. The opposite is typically true for long period ground motions, where the liquefied soil layers tend to amplify the ground motions when compared to the non- liquefied condition. Thus, when determining the shaking forces on the bank branch building, we recommend that those forces be determined using Site Class E. Surface Fault Rupture Based on our knowledge of regional geology in the vicinity of the site, distance to known active faults, and the substantial thickness of glacial and postglacial sediments beneath the site, we conclude that the potential for surface fault rupture is remote. Liquefaction Liquefaction is a condition where soils experience a rapid loss of internal strength as a result of strong ground shaking. Ground settlement, lateral spreading and sand boils may result from soil liquefaction. Structures supported on large zones of liquefied soils could undergo potentially damaging settlements or lateral movement. Conditions favorable for liquefaction include loose to medium dense sand with a low percentage of silt, and which is below the ground water table. We have estimated a design earthquake for the purpose of evaluating liquefaction potential at this site. This earthquake is based on a 10 percent probability of exceedance in 50 years. The earthquake that corresponds to this probability of exceedance has a Richter magnitude of approximately 7.5 and a peak horizontal ground acceleration of about O.3g, where g is the gravitational constant. Based on our explorations, the loose to medium dense granular soil layers within the alluvial soils have a moderate potential for liquefaction during an earthquake with a peak horizontal ground acceleration of O.30g. We estimate that the total ground subsidence resulting from liquefaction of these granular soils could range from 2 to 4 inches. Differential movement may be about one-half of the total subsidence over the building area. Actual settlement patterns will vary widely due to variations in silt content, thicknesses of loose soil zones and the particular characteristics of the earthquake such as horizontal and vertical accelerations. We recommend that the project structural engineer evaluate the capability of the building to withstand total collapse and to allow for safe egress and other life safety issues based on the estimated liquefaction-induced settlements. ADDITIONAL EXPLORATIONS We recommend that additional subsurface explorations be completed prior to or during construction to evaluate the thickness and consistency of the existing fill and near-surface granular alluvial deposits and to assess whether excavation and replacement of compressible soils is needed below footing areas. These explorations should consist of a series of test pits excavated around the building area with a backhoe capable of excavating down to a depth of 10 to 12 feet. File No. 5206-006-00 March 3, 2005 Page 10 GEOENGINEER~ LIMITATIONS We have prepared this report for the exclusive use of Craft Architects PLLC, Wells Fargo Bank and their authorized agents in the design of the geotechnical elements of the proposed branch bank building. Within the llrnitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in the field of geotechnical engineering in this area at the time this report was prepared. No warranty or other conditions, express or implied, should be understood. Any electronic fonn, facsimile or hard copy of the original document (email, text, table, and/or figure), if provided, and any attachments are only a copy of the original document. The original document is stored by GeoEngineers, Inc. and will serve as the official document of record. Please refer to the attachment titled Report Limitations and Guidelines for Use for additional infonnation pertaining to use of this report. File No. 5206-006-00 March 3, 2005 Page 11 GEOENGINEER~ Lf) 0 '-... ..;- 0 '-... 1'0 0 u... >-(f) 0... 0::: I o 3: o <i o o ill o o ill o N Lf) ./ o « u ./ o o ./ CD o o CD o N Lf) ./ 0... ./ 2' o w 0::: ~Measurement Rod, 1/2" diameter / pipe or rebar ,-t"- / caSing, 2" diameter pipe (set on plate, not fastened) Coupling welded to plate Sand Pad if necessary (Not to Scale) NOTES: 1. 2. 3. Install markers on firm ground or on sand pads if needed for stability. Take initial reading on top of rod and at adjacent ground level prior to placement of any fill. For ease in handling, rod and casing are usually installed in 5-foot sections. As fill progresses, couplings are used to install additional lengths. Continuity is maintained by reading the top of the measurement rod, then immediately adding the new section and reading the top of the added rod. Both readings are recorded. Record the elevation of the top of the measurement rod in each marker at the recommended time intervals. Each time, note the elevation of the adjacent fill surface. 4. Read the marker to the nearest 0.01 foot, or 0.005 foot if possible. Note the fill elevation to the nearest 0.1 foot. 5. The elevations should be referenced to a temporary benchmark located on stable ground at least 100 feet from the embankment. GEoENGINEERS C; FIGURE 1 SETTLEMENT PLATE DETAIL GEoENGINEERS CJ ATTACHMENT A REPORT LIMITA TlONS AND GUIDELINES FOR USE ATTACHMENT A REPORT LIMITATIONS AND GUIDELINES FOR USE1 This attachment provides infonnation to help you manage your risks with respect to the use of this report. GEOTECHNICAL SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES, PERSONS AND PROJECTS This report has been prepared for the exclusive use of Craft Architects PLLC, Wells Fargo Bank and their authorized agents. This report is not intended for use by others, and the infonnation contained herein is not applicable to other sites. GeoEngineers structures our services to meet the specific needs of our clients. For example, a geotechnical or geologic study conducted for a civil engineer or architect may not fulfill the needs of a construction contractor or even another civil engineer or architect that are involved in the same project. Because each geotechnical or geologic study is unique, each geotechnical engineering or geologic report is unique, prepared solely for the specific client and project site. Our report is prepared for the exclusive use of Craft Architects PLLC, Wells Fargo Bank and their authorized agents. No other party may rely on the product of our services unless we agree in advance to such reliance in writing. This is to provide our finn with reasonable protection against open-ended liability claims by third parties with whom there would otherwise be no contractual limits to their actions. Within the limitations of scope, schedule and budget, our services have been executed in accordance with our proposal dated February 23, 2005 and generally accepted geotechnical practices in this area at the time this report was prepared. This report should not be applied for any purpose or project except the one originally contemplated. A GEOT.ECHNICAL ENGINEERING OR GEOLOGIC REPORT Is BASED ON A UNIQUE SET OF PROJECT-SPECIFIC FACTORS This report has been prepared for the proposed bank branch building project. GeoEngineers considered a number of unique, project-specific factors when establishing the scope of services for this project and report. Unless GeoEngineers specifically indicates otherwise, do not rely on this report if it was: • not prepared for you, • not prepared for your project, • not prepared for the specific site explored, or • completed before important project changes were made. For example, changes that can affect the applicability of this report include those that affect: • the function of the structure; • elevation, configuration, location, orientation of the proposed structure; • composition of the design team; or • project ownership. 1 Developed based on material provided by ASFE, Professional Firms Practicing in the Geosciences; www.asfe.org . File No. 5206-006-00 March 3, 2005 Page A-I GEOENGINEER~ If important changes are made after the date of this report, GeoEngineers should be given the opportunity to review our interpretations and recommendations and provide 'written modifications or confmnation, as appropriate. SUBSURFACE CONDITIONS CAN CHANGE This geotechnical or geologic report is based ob conditions that existed at the time the study was completed. The fmdings and conclusions of this report may be affected by the passage of time, by manmade events such as construction on or adjacent to the site, or by natural events such as floods, earthquakes, slope instability or ground water fluctuations. Always contact GeoEngineers before applying a report to determine if it remains applicable. MOST GEOTECHNICAL AND GEOLOGIC FINDINGS ARE PROFESSIONAL OPINIONS Our interpretations of subsurface conditions are based on field observations from widely spaced sampling locations at the site. Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. GeoEngineers reviewed field and laboratory data and then applied our professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ, sometimes significantly, from those indicated in this report. Our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. GEOTECHNICAL ENGINEERING REPORT RECOMMENDATIONS ARE NOT FINAL Do not over-rely on the preliminary construction recommendations included in this report. These recommendations are not final, because they were developed principally from GeoEngineers' professional judgment and opinion. GeoEngineers' recommendations can be finalized only by observing actual subsurface conditions revealed during construction. GeoEngineers cannot assume responsibility or liability for this report's recommendations if we do not perform constructiori observation. Sufficient observation, testing and consultation by GeoEngineers should be provided during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork activities are completed in accordance with our recommendations. Retaining GeoEngineers for construction observation for this project is the most effective method of managing the risks associated with unanticipated conditions. A GEOTECHNICAL ENGINEERING OR GEOLOGIC REPORT COULD BE SUBJECT To MISINTERPRETATION Misinterpretation of this report by other design team members can result in costly problems. You could lower that risk by having GeoEngineers confer with appropriate members of the design team after SUbmitting the report. Also retain GeoEngineers to review pertinent elements of the design team's plans and specifications. Contractors can also misinterpret a geotechnical engineering or geologic report. Reduce that risk by having GeoEngineers participate in pre-bid and preconstruction conferences, and by providing construction observation. Do NOT REDRAW THE EXPLORATION LOGS Geotechnical engineers and geologists prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a File No. 5206-006-00 March 3. 2005 Page 2 GEOENGINEER~ geotechnical engineering or geologic report should never be redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproduction is acceptable, but recognize that separating logs from the report can elevate risk. G!VE CONTRACTORS A COMPLETE REPORT AND GUIDANCE Some owners and design professionals believe they can make contractors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give contractors the complete geotechnical engineering or geol~gic report, but preface it with a clearly written letter of transmittal. In that letter, advise contractors that the report was not prepared for purposes of bid development and that the report's accuracy is limited; encourage them to confer with GeoEngineers and/or to conduct additional study to obtain the specific types of information they need or prefer. A pre- bid conference can also be valuable. Be sure contractors have sufficient time to perform additional study. Only then might an owner be in a position to give contractors the best information available, while requiring them to at least share the financial responsibilities stemming from unanticipated conditions. Further, a contingency for unanticipated conditions should be included in your project budget and schedule. CONTRACTORS ARE RESPONSIBLE FOR SITE SAFETY ON THEIR OWN CONSTRUCTION PROJECTS Our geotechnical recommendations are not intended to direct the contractor's procedures, methods, schedule or management of the work site. The contractor is solely responsible for job site safety and for managing construction operations to minimize risks to on-site personnel and to adjacent properties. READ THESE PROVISIONS CLOSELY Some clients, design professionals and contractors may not recognize that the geoscience practices (geotechnical engineering or geology) are far less exact than other engineering and natural science disciplines. This lack of understanding can create unrealistic expectations that could lead to disappointments, claims and disputes. GeoEngineers includes these explanatory "limitations" provisions in our reports to help reduce such risks. Please confer with GeoEngineers if you are unclear how these "Report Limitations and Guidelines for Use" apply to your project or site. GEOTECHNICAL, GEOLOGIC AND ENVIRONMENTAL REPORTS SHOULD NOT BE INTERCHANGED The equipment, techniques and personnel used to perform an environmental study differ significantly from those used to perform a geotechnical or geologic study and vice versa. For that reason, a geotechnical engineering or geologic report does not usually relate any environmental findings, conclusions or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Similarly, environmental reports are not used to address geotechnical or geologic concerns regarding a specific project. BIOLOGICAL POLLUTANTS GeoEngineers' Scope of Services specifically excludes the investigation, detection, prevention, or assessment of the presence of Biological Pollutants in or around any structure. Accordingly, this report includes no interpretations, recommendations, findings, or conclusions for the purpose of detecting, preventing, assessing, or abating Biological Pollutants. The term "Biological Pollutants" includes, but is not limited to, molds, fungi, spores, bacteria, and viruses, and/or any of their byproducts. File No. 5206-006-00 March 3, 2005 Page 3 GEoENGINEER~ • 1 .1 , , · I , · j , 1 I • I , ; · I : J ," REPORT GEOTECHNICAL ENGINEERING SERVICES PROPOSED VILLAGE PLACE NORTH OFFICE BUILDING AND PARKING GARAGE RENTON. YASHINGTON FOR RENTON VILLAGE ASSOCIATES r 1 I Engineers Renton Village Associates Evergreen Building Renton, Washington 98055 Attention: Mr. Loren I...aSkow February 24. 1992 Geotechnical, Gcocnvironmental ~d Geologic Services GeoEngirteers, Inc. is pleased to submit four copies of our "Report of Geotechnical Engineering Services. Proposed Village Place North Office Building and Parking Garage, Renton. Washington.- The scope of our initial services is described in our revised proposal dated October 4, 1991. These services were authorize(:lby you on October 14, 1991. A supplemental phase of our services dealt with the use of driven grout piles for the proj ect. Portions of the results of our study have been discussed with representatives of Lease Crutcher ~wis. KPFF and The Callison Partilership as our findings were developed. A letter report summarizing the results of a load test program for driven grout piles was submitted on January 29, 1992. We have enjoyed serving you on this interesting project. If you have any questions regarding the contents of this report and when we can be of further service. please contact us. RMM:HRP:JBT:cs cc: Lease Crutcher Lewis Attn: Mr. Bill Guede 1 KPFF Attn: Mr. Ron Klemencic Mr. John Tessem The Callison Partnership Attn: Mr. Brian Cloepfil File No. l183-002-R05 GeoEngincers, Inc. 8410 l54th Avenue N.li. Redmond, v.~t.,. 98052 Telephone (2(6) 861-6000 Fax (2(6) 861-6050 Yours very truly, GeoEngineers. Inc. J~i3.S~ James B. Thompson, P.E. Principal t' ' : j i· j r '! r I . r , i .; ~ ... I I : ! •. I Geo TARLE OF CONTENTS INTRODUCTION SCOPE SITE CONDITIONS SURFACE CONDITIONS SUBSURFACE CONDITIONS CONCLUSIONS AND RECOMMENDATIONS GENERAL SITE PREPARATION AND EARTHWORK Site Preparation Structural Fill Fill Settlement PILE FOUNDATIONS General ~ial Capacity Pile Downdrag Settlement Lateral Resistance Installation FLOOR SLA:8 SUPPORT ENTRIES, SID~ALKS AND UTILITIES PAVEMENTS SEISMIC DESIGN CRITERIA LIMITATIONS VICINITY MAP SITE :PLAN List of Figures LATERAL PILE CAPACITY DRIVEN GROUT PILES APPENDIX FIELD EXPLORATIONS ANDLA:80RATORY TESTING FIELD EXPLORATIONS LABORATORY TESTING List of Appendix Figures SOIL CLASSIFICATION SYSTEM KEY TO BORING LOG SYMBOLS BORING LOGS CONSOLIDATION TEST RESULTS i Page No. 1 1 2 2 3 4 4 4 4 .5 6 6 6 7 8 8 8 9 10 10 11 11 12 Figure No. 1 2 3 Page No. A-1 A-1 A-2 Figy.re No. A .. 1 A-2 A-3 thru A-10 A-11 and A-12 r"'1 I. ' [1 i , l. i Geo REPORT GEOTECHNICAL ENGINEERING SERVICES P.ROPOSED Vrt..LAGE PLACE NOR.TH O'FVICE BUILDING AND PARKING GARAGE RENTON. VASHINGTON 'FOR RENTON VILLAGE ASSOCIATES INTRODUCTION This report presents the results of our geotechnical engineering services for the proposed Village Place North Office building and' parking garage in Renton. Washington. The site location is shown on the Vicinity Map. Figure 1. We have previously completed geotechnical studies for the Renton 2 and Renton 3 office buildings which are situated to the east and southeast. In additron. we prepared a preliminary design report and drilled one boring for the proposed Renton 4 project. The results from our previous study for the Renton 4 project are presented in our report dated September 9, 1986. We submitted a letter report on January 29, 1992 which describes the results of a test pile program for driven grout piles proposed for use on this project. The project includes a parking garage which will be a separate structure from the office building. The proposed locations of the office building and parking garage with respect to existing site features ,our previous boring. and our current borings are shown in Figure 2. The proposed office building will be ten stories in height with plan dimensions of about 140 feet by 280 feet. The garage will be situated about 80 feet west of the office building. The garage will have five levels with an eas,t-west dimension of 200 feet and a north-south dimension of 360 feet. We understand that the lower floor slab for the office building will be established a few feet above existing grade. Column loads are expected to be up to 800 tons. SCOPE The purposes of our services are to evaluate the subsurface soil and ground water conditions at the site and to develop geotechnical recommenda- tions and design criteria for the proposed buildings. Our specific scope of services includes the following tasks: n • i [J . ~, : U n i ~ ,. ; i U ! I ! I t. Geo 1. Explore soil, rock, and ground water conditions by drilling eight additional test borings at the office building and parking garage sites. 2. Accomplish laboratory tests to evaluate pertinent engineering characteristics of the soils and rock units encountered in the borings. 3 . 4. 5. Provide recommendations for pile founQations and large-diameter caissons (if appropriate) including capacity-penetration relationships. installation criteria, and special considerations for pile driving and caisson installation. Estimate the magnitude and rate of settlement for the recommended foundation system(s). Provide recommendations for site preparation and grading including stripping and removal of abandoned foundations. imported fill and compaction criteria. and utility connections to the pile-or caisson-supported structures. 6. Evaluate ground water condi tions and provide recommendations 7 • 8. 9. 10. regarding temporary and permanent drainage measures. Develop recommendations for support of lower building floor slabs. Provide seismic design criteria for evaluation using UBC (Uniform Building Code) design procedures. Develop recommendations for design of pavements. Prepare a written report containing our conclusions and recom- mendations along with the supporting field and laboratory data. SITE CONDITIONS SURFACE CONDITIONS The majority of the site is a paved parking area for an existing retail store (Ernst) to the south, several existing retail stores to the east and a bank (Key Bank) near South Grady Way. The garage site is mostly unpaved in the west half and paved in the east half. A fill pad which is 3 t::o 6 feet higher than surrounding grades is present in the southwest portion of the garage site. The fill pad is apprOximately 180 feet long and 100 feet wide. The e:g,isting parking area is generally level, except along the margins of the fill pad, which are steeply sloping. The fill pad and a small vacant field north of the fill pad are both vegetated with grass and light brush. 2 ., j' ! I L; i 1 , I • I , \ Li I t. I Geo Overhead transmission lines extend in a north ... south direction along the western edge of the site. The line.s then jog to the southeast in the southern portion of the site. SUBSURFACE CONDITIONS Subsurface conditions at the site were explored by drilling eight borings near the. corners "and edges of the proposed structures, as shown ~m the Site Plan, Figure 2. A description of our field exploration and laboratory testing programs, including the boring logs, is presented in the Appendix. The borings encountered somewhat variable subsurface conditions. However. the general seqUence of fill and alluvial solIs over sandstone bedrock is consistent witll previous subsurface explorations which we have accomplished in the Renton Village complex. The site is mantled by varying thicknesses of fill. At some boring locations. the contact between the fill and the underlying alluvial deposits is diffi·cult to determine. We interpret the upper 2-1/2 to 7 feet of soils at the boring locations to be fill. Greater depths of fill may be present in the area of the existing bank. The f11l encountered in our borings consists of loose to medium dense fine or fine to medium sand with varying amounts of silt, gravel and cobbles. The fill is underlain by a complex seqU~nce of soft peat, soft to medium stiff silt and organic silt, and loose to dense sand overlying bedrock. The upper portion of the bedrock is highly weathered and consists of loose to medium dense fine to medium sand. Moderately competent sandstone was encountered at depths below the ground surface ranging from 40 feet in borings B-1 and B-7 to about 68 feet in boring B-S. Based on our experience in the immediate area, the thickness of weathered sandstone and the depth to moderately competent sandstone may be quite variable between the borings. The ground water levels observed during the exploration program are indicated on the individual boring logs. Standpipe piezometers were installed in borings B-7 and :&-8. Water levels were subsequently measured· at 4.3 and 7.0 feet below the ground surface in borings S-7 and B-8. respectively, on December 30.1991. Fluctuations in the ground water level should be expected due to variations in seasonal precipitation. 3 . ! , I , l \ , ; , , , Geo CONCLUSIONS ANDRECOHHENDATIONS GENERAL We recommend that the new structures be supported on ~i1es which are driven into the moderately competent sandstone. The lower floor slabs of tbe new structures should also be pile-supported to eliminate the potential for long-term differential settlement between the slabs and the building frames. SITE PREPARATION AND EARTHWORK Site Preparation: We recommend that all brush and sod be stripped from building and new pavement areas and wasted. Existing asphalt pavement can be left in place within the new building areas, provided that it will not interfere with installation of piles and utilities. Existing asphalt in new pavement areas can be left in place. provided it is broken into relatively small pieces (less than 1 foot maximum dimension) as necessary to promote drainage. The existing bank building fronting Grady Way will likely be demolished. Foundation elements and slabs for this abandoned building should be removed since they could interfere with new pile installation. Any existing piles used for support of the bank building should be cut off at least 2 feet below the bottom of new pile caps or planned slab sub grade elevations. Existing foundation elements and slabs in new pavement areas can generally be left in place; however, foundation walls or other elements which protrude to within 2 feet of finished grade in new pavement areas should be removed. Any existing voids (Le •• manholes or vaults) or new j , . I depressions created during site preparation should be cleaned of loose soil j or debris and backfilled with structural fill. The surficial soils at the site are moisture-sensitive and will be .) difficult to work on or compact during wet weather. It will be preferable to schedule site preparation and earthwork during periods of extended dry weather when these soils will be less susceptible to disturbance and will provide better support for construction eqUipment. If construction activities extend through prolonged periods of wet weather, it may be desirable to leave the to provide a temporary working surface. unpaved, it might be necessary to protect eXis,ting asphalt pavement intact In areas which are presently the subgrade from disturbance by providing a crushed rock or clean sand and gravel working surface. 4 ,... \ : " ! I l J r" J ~ l . ) !. I Geo After stripping, demolition and void fil.ling are complete, we recommend that pavement sub grade areas be proofrolled with heavy. rubber-tired construction equipment if site preparation is dorte during prolonged dry weather. If this work is done during wet weather, the exposed sub grade areas should be probed and all but lightweight consttuetion equipment kept off the subgrade. Any s9ft. loose or otherwise unsuitable areas detected should be recompacted. if practical, or removed and replaced with structural fill. We recommend that the probing and proofrolling of subgrade areas be observed by a representatiye of our firm to identify areas needing remedial work and to assess the adequacy of subgrade conditions. Structural Fill: All new fill in sidewalk and pavement areas should be placed as compacted structural fill. The fill should be placed in horizontal lifts. not exceeding 10 inches in loose thickness and mechanically compacted to a firm. nonyielding condition. Fill placed in pavement areas or in utility trenches within 2 feet of the finished sub grade surface should be compacted to at least 95 percent of the maximum ~ density determined in accordance with ASTK D-1557. Fill placed in pavement areas and utility trenches at depths greater than 2 feet below the finished subgrade should be compacted to at least 90 percent (ASTM D-lS57). Fill placed in the building areas need only be compacted to the degree required for support of construction equipment and to construct floor slabs. All structural fill material should be free of debris, organic contaminants and rock fragments larger than 6 inches. Particle sizes larger than 3 inches should be excluded from the top 1 foot of the fill. The suitability of material for-use as structural fill will depend on the gradation and moisture content of the soil. As the amount of fines (material passing No. 200 sieve) increases, soil becomes increasingly more sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve. We recommend that structural fill contain no more than about 5 percent fines for placement in wet weather. The percent fines can be higher for placement in dry weather, providing that the fill material is moisture-conditioned as necessary for proper compaction. The existing fill pad in the southern port,.on of the new parking garage location should be considered as a source of structural fill only if it will be worked during periods of prolonged dry weather, since this fill has a 5 ( J , 1 , ' f' 1 J ! I J I. . : ! .... J Geo.Engineers relatively high percentage of fines and is highly moistu:re sensitive. This fill should be capped with a layer of the clean sand and gravel fill, where appropriate, We recommend that a representative from our firm observe the placement and compaction of structural fill. An adequate number of in-place density tests should be performed as the fill is being placed to determine if the required degree of compaction is being achieved. Fill Settlement: We understand that on the order of 2 toS feet of fill will be placed in building and pavement areas to achieve the desired grades. This fill will be underlain by variable thicknesses of soft compressible soils which will settle under the weight of the fill. We estimate that 3 feet of fill will result in about 3 to 6 inches of settlement. Smaller or larger thicknesses of fill will cause proportionately lesser or greater magnitudes of settlement. We expect that a majority of this settlement (e.g., on the order of 50 to 60 percent) will occur within two months of fill placement. However, a significant amount of settlement (e.g., on the order of 40 to 50 percent) is likely to occur over a period of several years due to the slow rate of consolidation in the peat layers. For this reason, we recommend that the lower floors for the new parking garage and the new office building be pile supported. The potential effects of fill induced settlements on existing buried utilities should be considered in design. Potential effects of these settlements on the proposed new facilities are addressed in later sections of this report. PILE FOUNDATIONS General: We recommend that the new structures be supported on piles extending through the upper compressible deposits and lower sand strata into the underlying bedrock. The depths at which the upper surface of the moderately competent bedrock were encountered in our recent and previous borings are indicated in Figure 2 and in the following table: 6 ,. 1"1 1 i l .1 11 f ., I ~ i \ 1 i L rl , .. ' I \ . , Geo Boring No, .5-1 .5-2 .5-3 B-4 .5-5 .5-6 .5-7 .5-8 B4-l Depth to Upper Surface of Bedrock (feet) 40 54 48 51 56 53 40 68 53 We expect that these piles will penetrate 3 to 10 feet into the bedrock; based on the results of the test pit program and our borings. Piles for support of the lower floor slabs in the buildings should extend through the upper compressible deposits to either the medium dense to dense sand strata or into the bedrock, The thickness and density of the sand over the bedrock varies significantly across the site; however. we expect that the lengths of floor slab piles will generally be about 5 feet less than the lengths of adjacent piles which will support the building frames. We understand that piles for the building frames will be designed to carry downward loads of 120 tons per pile. Piles supporting the lower floor slabs will be designed for a downward load of about 50 tons. Several different pile types were originally considered for the project including augercast piles f drilled caissons f driven steel or precast; prestressed concrete piles; and driven grout piles. DriVen grout piles have been selected for the project based on the results of the test pile program and the expected economy. Axial Capacity: Based on the results of the load test performed on the test pile installed near boring .5-3 and our analysis. we conclude that l4-inch-diameterdriven grout piles driven to refusal in the bedrock or lower sand strata will satisfactorily support the design loads of 120 and 50 tons for the building frames and slabs, respectively. Separate refusal criteria developed for the different design loads may result in different penetration lengths into the sand and bedrock. The design loads include a factor of safety of at least 2.0 for downward loading. These capacities may be increased by one-third for short-term live ioads such as wind or seismic loads. 7 , , f 1 ! J ; 1 I i . ; ~~ Geo ~J!Engineers The allowable uplift capacity for the piles supporting the building frallie (i.e. t piles driven to refusal criteria appropriate for a l20-ton design downward load) may be talc:enas 45 tons for short-term live loads such as wind or seismic forces. This value includes a factor of safety of about 1. 5. and is based on the results of the uplift test. The characte't'istics of pile materials and structural connections might impose limitations on pile capacities and should be evaluated by your structural engineer. Appropriate reinforcing should be provided in the piles to accommodate bending and tension forces. For example, a full-le~gth reinforcing bar should be. installed in each pile subjected to uplift. Also, reinforcing cages should be provided in piles subjected to lateral loads. The above pile capacities apply to single piles. If piles within groups are spaced at least 3 pile diameters on center. no reduction for pile group action need be made. There is some risk from eccentric loading associated with supporting building frame pile caps on si'llgle piles. Therefore. we recommend that these caps be supported on pile groups consisting of two or more piles. File Downdrag: Pile downdrag forces develop when surrounding compressIble soils settle relative to a pile. thus interacting with and adding load to the pile. Ye anticipate that 2 to 5 feet of fill will be placed ove,r the building site. For this amount of fill. an allowance for downdrag of 15 tons should be made for the l4-inch driven grout piles. The downdrag forces should be added to the nominal design load for the pile to compute the total load acting on the pile. Settle~ent: We esti~te that the settlement of driven grout piles. designed and installed as recommended, will be on the order of 1/2 ineh or less. Most of this settlement will occur rapidly as loads are applied. Postconstruction differe{ltial settlements are expected to be negligible. Lateral Resistance: The allowable lateral load for the l4-inch- diameter driven grout pile can be det~rmined with the aid of Figure 3 which shows the distribution of moment and deflection with depth for a unit lateral load (1 kip) applied at the pile head. This figure is based on an assumed center-to-center pile spacing of at least 3 pile diameters, pile head fixity against rotation, and pile stiffness parameters (modulus of 8 n : 1 ~ J fll ,. r ' . I < • . ! : ! elasticity and moment of inertia) provided by KPFF. Normally t the allowable lateral pile capac.ity 1s based on a maximum pile head deflection of approximately 1/2 inch. Resistance to lateral loads can also be developed by passive pressures on the face of pile caps and otber foundation elements. Passive pressures may be computed USing an equivalent fluid density of 200 pcf (pounds per cubic foot) (triangular distribution) for the existing site soils. Alternatively, passive pressures may be computed using an equivalent fluid density of 300 pcf if all soil extending out from the face of the pile cap or other foundation element for a distance at least equal to two and one- half times the height of the element consists of structural fill compacted to at least 95 percent of the maximum dry density determined in accordance with ASTM D-1557. The equivalent fluid density values presented above both include a factor of safety of about 1.5. Installation: The piles should be driven to refusal in the bedrock in accordance with re·fusal criteria appropriate for the design load of the pile (120 or 50 tons). Based on the results of the test pile program and our borings, we expect that refusal for the heavier loaded piles will occur with a penetration of 3 to 10 feet into bedrock. It is important that the driven grout piles be installed with a hammer having-an adequate energy rating. The Vulcan 010 compressed air hammer used during the test pile program is an example of a satisfactory hammer. A refusal criteria of at least 100 blows per foot for the last foot of driving and 15 blows per inch for the last inch of driving with this hammer is appropriate for piles having a design downward load of 120 tons. A tetminal blow count of 50 blows per foot for the last foot of driving and ~ blows per inch for the last inch of driving is appropriate for piles with a design downward load of 50 tons. We can provide refusal criteria for other hammers, as appropriate. The installation procedure used during production pile installation should be the same as that used during tes.t pile installation. We recommend that the contractor achieve the following during production pile installation: • Grout wastage volume of approximatel! 1/8 to 1/4 cubic yards per pile • Withdrawal of the mandrel using a continuous and uniform rate 9 f,'c ... 1 J Geo • Grout takes of at least 130 percent of the cal.culated hole volume. The elevation and characteristics of the bedrock. vary considerably across the site. It is important that each pile penetrate into the desired bearing material. Therefore, we recommend that pile installations be monitOred by a member of our staff to observe installation procedures. record pertinent data, and evaluate the adequacy of individual pile penetrations. FLOOR SLAB SUPPORT The lower floor slabs should be supported on piles because of the potential for significant long-term differential settlement both between a soil-supported slab and the pile-supported building frame. and across the building. Provisions should be made under the floor slab to vent potential. accumulations of methane, gas and to protect the slab from dampness. For this, we recommend that a 6-inch-thick blanket of coarse sand or gravel be placed beneath the slab. In addition, a vapor barrier should be placed between the blanket and the floor slab. The sand or gravel blanket should be vented to the outside using perforated drain pipes spaced at 60-to BO-foot intervals. ENTRIES. SIDEWALKS AND UTILITIES Entries and sidewalks on the outside of the new structures will experience long-term settlement. The amount of this settlement will be directly related to the amount of fill placed and the time delay between filling and construction of the entries and sidewalks. As indicated above, 3 feet of new fill is expected to result in ultimate settlements of on the order of 3 to 6 inches. Lesser amount of fill will produce proportionally smaller settlements. Sidewalks should be free from the buildings so that one side does not "hang up" and cause the sidewalk to tilt. Entries designed as a ramp with One end supported on the building and the other on the ground should be considered to avoid the development of abrupt changes in grade. Buried utilities might also experience some settlement. Utility lines ~. that tie to the structures should have flexible connections and be designed to accommodate differential settlement without damage. 10 11 ,I , I 1 , ! ! Geo To minimize postconstruction settlements due to fill placement. filling should be accomplished at the onset of construction and the construction of on-grade facilities (e. g. • entries. sidewalks. buried utilities and pavements) delayed as long as possible. PAVEMENTS Pavement sUbgrade areas should be prepared as recommended under SITE PREPARATION AND EARTHWORK. We recommend that the design pavement section in automobile parking areas consist of 2 inches of Class R asphalt concrete, 4 inches of crushed rock base course and an appropriate thickness of clean pit run sand and gravel. In truck and heavy traffic areas, the design pavement section ~hould consist of 3 inches of Class R asphalt concrete, 6 inches of crushed rock base course, and an appropriate thickness of clean pit run sand and gravel. ATR (asphalt-treated base) can be substituted for the base course to provide a working surface and staging area during construction. Areas of AT! that experience severe cracking during construction should be repaired or replaced and the entire surface releveled prior to placing the asphalt surfacing. The thickness of pit run required beneath new pavement will depend on the time of year of construction, the presence of existing asphalt pavement, and the difference between finished and eXisting grades. Ve can provide more specific recommendations for pit run thickness once finished gra.des have been determined. SEISMIC DESIGN CRITERIA The project site is located with Zone 3 on the Seismic Zone Map of the United States, Figure No. 23-2 in the 1991edition of the URC (Uniform Ruilding Code). The site coefficient used in calculating seismic. forces on buildings is based on soil profile type. This relationship is indicated in Table 23-J of the USC. For the subsurface conditions at the site. the appropriate soil type is 54 (soil profile containing more than 40 fe,et of soft clay characterized by a shear wave velocity less than 400 feet per second). 11 ! I ! I [1 , 1 " , i ~ J f 1 I t ; Geo LIMITATIONS We have prepared this report for use by Renton Village Associates and their consultants in the design of a portion of this project. The data and report should be provided to prospective contractors for bidding or estimating purposes, but our report. conclusions and interpretations should not be construed as a warranty of the subsurface conditions. If there are any changes in the loads, grades t locations t coneigurations or types of facilities to be constructed. the conclusions and recommendationsp~esented in this report might not be fully applicable. If such changes are made, we should be given the opportUnity to review our conclusions and recommendations and to provide written modification or verification of these recommendations. When design is finalized, we recommend that we be given the opportunity to review those portions of the specifications and drawings which relate to geotechnical considerations to see that our recommendations have been interpreted and implemented as intended. There are possible variations in subsurface conditions between the locations of the explorations. Some contingency for unanticipated conditions should be included in the project budget and schedule. 'We recommend that our firm be retained to provide sufficient monitoring. testing and consultation during construction to confirm that the conditions encountered are consistent with those indicated by the explorations t to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation acti"'iities comply with the contract plans and specifications. 'Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No other conditions, express or implied. should be understood. o o o 12 r1 ; I \ . l , I <. , ;, ; Geo The conclusions and recommendations in this report should be applied in their entirety. If there are any questions concerning this report and when we cat), provide additional services, please contact us. I EXPIRES ~ -2-<1?. ] RMM:HRP:JBT:cs Respeetively submitted, GeoEngineers, Inc. <MfJ1,fJt~ Robert M. McIntosh Staff Geotechnical Engineer 91J~ ~,j}~ Herbert R. Pschunder. P.E. Senior Engineer j~i3-~ James B. Thompson, P.E. Principal 13 . \ • j o 2000 SCALE IN FEET 4000 REFERENCE: USGS 7 S' TOPOGRAPHC QU,&DRANGlE MAP "Re.rJON, ~.: DATED ~973. ~l" Geo.Engineers VICINITY MAP FIGURE 1 ;( ~ t ~ ~ w .... "'IIC.U ~ ~~ g ... ~-iJ e-. • -~ 2J EXISTING Rer .... I I I '0 -100 200 ----' SCALE III FEEl' ~ B4-~,~~~,NIJt,&Jl i BY GEOENGItoEERS. ~: B-1 ;':. B<lANG lOCAI1ON JIH) NUMBER T FOR ct.&lENT STU)( (68) DEPtH 10 eeooocK lFEEl1 NOte WE UlIJOERSTANO THAT THE CAOSs-tWOiEO PORllON OF n-e $OUl1i eN) OF 1l-E NEW I~I<ING GARAGE HAS BEEN 0ElETEI). • '. ~. ;;;l 7\ f ,. '\ , . ..t=:===' -r---------------~--------------~--~ ~fiJfence: Orowing entillecl 'ViIIag& Ptaoo North. Renton. Wash,: Clalod02/10190 b'{ Tho.camson PattI)iMship. Goo. Engineers SlTEPLAH FIGURE 2 ! r-l " , i J f1 , 1 I ,j ~ 1-. ""-!ti l~ " ~ : i ~ > , i .J ~ , I'} i !~ , ; ~ ~ :-t 0( ~ Ie. ~ "" . ~ t\j {\ \) r ~ l-~ ~ I. ~ 5 .... -(II tf. g 10 i 0 CD Q. ~ ~ 15 :a <D c 20 2" ,- Deflection Scale (In Inches) --0.01 0 0.01 0.02 0.03 0.04 0.05 0.06 I I I I I , I I -5 -4 -3 -2 -1 0 1 ............. . "- Moment with Applied ~ ......... Unit load of 1 Kip~· "'- NOTE: "', // / I / , 2 3+-Moment Scale (In KIp-Feet) Deflection with Applied Unit load of 1 Kip GRAPHS BASED ON: 1.) 14-lNCH 0lAMETER· DRIVEN GROUT PILE WITH REJNFORCING CAGE 2.) FOOTY AT PLE HEAD 3.) UNIT WAO OF 1 KIP APPUED LATERALLY I(f PILE HEAD 4.) E x I FOR PILE = 2.35 x 1<1 PSI 5.} MINIMUM PILE SPACING OF 3 PILE DIAMETERS ;~~ Geo~i2Enoineers ~ .ty" lATERAL PILE CAPACITY DRIVEN GROUT PILES FIGURE 3 fl , • 1 \ ,I I ! i I Geo APPENDIX FIELD EXPLORATIONS AND LABORATORY TESTING FIELD EXPLORATIONS Subsurface conditions at the project site were explored by drilling eight borings at the locations shown in Figure 2. Exploration locations were measured in the field by taping from existing site features. Figure 2 also shows the location of a previous boring (:&4-1) which was drilled at the site in 1986 by our firm. The borings were dri11e~ between October 22 and 30. 1991 to depths ranging from 44 to 72 feet below existing grade. These borings were advanced using a truck-mounted. continuous-flight. hollow-stem auger drill. Representative samples were obtained of each soil and rock type encountered. These samples were obtained using a 2.4-inch-d1ameter~ split-barrel sampler. The sampler was driven into the soil or rock using a 300-pound hammer free- falling 30 inches. The number of blows required to drive the sampler the last 12 inches or other indicated distance is recorded on the boring logs. The borings were continuously monitored by a representative of our firm. Soils were classified in general accordance with the classification system described in Figure A-l. A key to the boring log symbols is presented in Figure A-2. The logs of the borings are presented in Figures A-3 through A-IO. The exploration logs are based on our interpretation of the field and laboratory data and indicate the various types of soil and rock encountered. They also indicate the depths at which these materials or their characteristics change. although the change may actually be gradual. If the change occurred between samples, it was interpreted. Ground surface elevations at the boring locations were based on an assum.ed datum. The datum was assumed to be Elevation 100 feet at a benchmark on a catch basin located approximately 170 feet north of the north wall of the existing Ernst retail store. Observations of ground water conditions were made as the explorations were accomplished. In addition. standpipe piezometers were installed in A - 1 r 1 rl \. , i . ; · I ;j Geo borings B-7 and B-8 to monitor ground water levels following drilling. The ground water levels in these piezometers were measured on December 30, 1991 and are. presented on the boring logs"" LARORATORY TkSTING All soil samples were brought to our laboratory for further examina- tion. Selected samples were tested to determine their moisture content, dry density and compressibility characteristics. The results of the moisture content and dry density tests are presented on the boring logs. Consolidation tests were accomplished on tw() samples to determine parameters which were used to calculate the amount and time rate of settlement at the building and garage locations due to the expected loading conditions. The results of the consolidation tests are presented in Figures A-ll and A-12. A -2 SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP GROUP NAME SYMBOL GRAVEL CLEAN GRAVEL GW WELL-GRADED GRAVEL, FINE TO COARSE COARSE GRAVEL GRAiNED GP POORLY-GRADED GRAVEL SOILS GRAVEL GM MORE THAN $O~ SILTY GR.AVEL OF COARSE FRACTION WITH fiNES RETAINED. ON tiD ... SIEVE GC CLA YEV GRAVEL MORE THAN 50~ RETAINED ON SAND CLEAN SAND SW WELL-GRADED SAND. FlNE TO NO. 200 SIEVe COARSE SAND SP POORt. V~GRADEO SAND MORE THAN so~ SAND SM SILTY SAND OF COARSE FRACTION WITH FINES PAsses r I NO." SIEve SC CLAVEY SAND SILT AND CLAY ML SI1.T FINE INORGANIC GRA1NED CL C1.AY SOilS LIQUID LIMIT LES8 THAN 50 ORGANIC Ot ORGANIC SILT. ORGANIC CLAY SILT AND (iLA Y MH SILT OF HIGH PLASTICITY. E1.ASTIC SILT MORE THAN 60" INORGANIC PAsses N.O. 200 CH CLAY OF HIGH PLASTICITY. FAT CLAY SIEVE LIQUID LIMIT 60 OR MORE ORGANIC OH ORGANIC CLAY, ORGANIC SI'-T j I HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS: 1. Field classification Is based on Dry -Absence of moisture. dusty. dry visual examination of soli In general 10 the touch accordance wlth ASTM 02488-84" Moist -Damp. but no visible water 2. Soli classification using laboratory teste Is based on ASTM 02487-85. Wet -Visible free water or saturated, 3. OElscrlptions of soli density or usually soli Is obtained from consistency are based on below w.ater table Interpretation of blow count data, visual appearance of 801ls, and/or test data. -~'l" SOIL CLASSIFICATION SYSTEM Geo ~~Engineers FIGURE A-1 · I .;. ; LABORATORY TESTS: AL Atterberg limits CP Compaction CS Consolidation OS Direct shear as Grain -size % F percent fines HA Hydrometer analysis SK Permeability SM Moisture content MD Moisture and density SP Swelling pressure TX Triaxial compression UC Unconfined compression CA Chemical analysis BLOW-COUNT/SAMPLE DATA: split-barrel sampler 12 inches or SOIL GRAPH: -~22. Blows required to drive. a 2.4 .. -inCh 1.0. other indicated distances using a ~12 t!!! 300-pound hammer falling 30 inches~ -17 0 -10 [] Blows required to drive a 1.5-inch 1.0. < (SPT) split-barrel sampler 12 inches . or other indicated distances using 140-pound hammer falling 30 inches. -26 [J) SM Soil Group Symbol (See Note 2) Distinct Contact Between Soil Strata Gradual. or Approximate Location of Change Between Soil Strata :g Water Level Bottom of Boring Location of relatively undisturbed sample Location of disturbed sample Location of sampling attempt with no recovery Location of sample obtained in general accordance with Standard Penetration Test (ASTM D-1586) procedures location of SPT sampling attempt with no recovery I§I Location of grab sample "P" indicates sampler pUshed with weight of hammer or against weight of drill rig. NOTES: 1. The reader must refer to the discussion in the report text, the Key to Boring Log Symbols and the exploration logs for a proper understanding of subsurface conditions. ~ 2. Soil classification system is summarized in Figure A-1. q) :.; ~ $~------------------------~--------------------------------~ :B w <? -~l'" Geoq.Engineers KEY TO BORtNG lOG SYMBOLS FIGURE A-2 I , i , I TEST DATA BORING 8-1 rl Moisture DI)' ~otpwity o Lab TestII ($) \JIet) C. Group ~. SymbOl ~SP DESCRIPllON SUr:CaeoElCNation (1\;.): 101.4 * 2. ilK:hCI upbalt coacrctc o - 5- · 10- 15- · Iii If . .~ ::r.: t:: • :!5 20- · 25- · 30- · 35- - 40- MD 11 129 29 MD 11 118 9 ::!::: ; ........... ............ ........ .... .. .. .. ...... .. I .. ::: • .: ..... II"" • ...... 4 ... # , # .. ,. ..... · .... .. · ... .. ....... 8M Brown medium to coe.r:ae sand with gravel. cobbles and a trac.c of silt (rIlcdium dc:nso. moist) (fill) Btown llilty(mc to medium sand with occasional gravel (rIlcdium denIO, moist) (fill) SP -. Gray fmc to medium sand with silt, occuiorlal (100 gravel and a SM trac.c of organic matter (loose. moist) (fall) SM Gray silty fmc to medium sand with organic matter (lOO&e, moist) tHo/.·· SP ....... ,. #' Gray fine to medium sand with oeca.siorlal fioc gravel and lcnac&of f-l0 MD 27 4 • -"',..,,.. sandy silt (loose, wet) I- MD MD MD MD MD 21 106 3 90 48 3 16 117 30 94 6 17 11S 21 or • "' ... . .. "' ..... . .. "", .... " . .. """'''.'' .... "* ••• ............. .. -ff ••• .... ~ ... .. .. ...... .. ........... <I# .... ~!: • : ;.: SM .IJf • ....... .... ,. · .. · .. : : : Brownish gray silty fmc to medium sand with oeca.siorud f100 gravel (lOOK, wet) : f.: :. ML-Gray and brown sandy silt and brown organic silt with peat (soA, • I 1 I OL wet) I I I I [ I I I I I I , I , , • ::'1 • • ... ... ... F".. SP -Gray (1I1C to medium sand with lilt (medium dense, wet) 8M ML Greenish gray 'ilt with fine sand (medium stiff, wet) ML Gray and brown sandy sitt (vcl)' stiff. wet) Note: s~ Figure A-2 for explanation of I»'mbolll '~l\" Geo ~~Engineers ''\P'' log of Boring Figure A-3a 1-15 I- 1-20 1-25 -30 1-35 , ~l '. t ' ! , , ; I 40 -- 45- - - 50- SS- -fij 1J..I U. 3l: - :t: h: ~ 60- 05 - . 70- 75- . 80- TEST DATA BORING B-1 (Continued) ~-s ~ DESCRIPTION Moi$tuRI Dry Q= 1 Sc;~l COntcat .~ty ia8 LabTCIbI ($) f) 40 • II! .. '; 8M Gra.yish brown silty fine sa.nd (dc:n&C, moist) (wcathc:tcd sandstone) · ... · r · .. · • # .. '" · · .. : . . · .. . · .. · 8M S 31 • · .. : · . · SP-Gray fmc sand with .ilt ('1ctydeasc. moist) (sandstone) -~: ... · SM -45 ~ · Boring complct.ccl at 46.0 feet on 10129191 Ground wata: CDCOuotcrcd at 12.0 fcc:t during drilling I- .. *E1evll1kmdaturn: Top of catch baaln located approXirnatcty 170 ·fcet north of Ernst Store ... 100.0 feet 1--50 i- f- 1-55 i-60 1--65 !- 1-70 -75 . ; .... SO Note: See Figure A·2 for c,xplanation of symbols Geo _Engineers Log of Boring Figure A-3 b ;1 ! i ,J TEST DATA MD 8 111 5- :i Ci. Group ~ SymbOl ........ · .. · .. · .. · .. · .. · :::::: .......... ...... # ....... ............. !!:::: · .. · .. .... .... · .. BORING B-2 SM DESCRlPIlON Surface ElCVB1ion (ft.): lOS.1 * Orango-broWn silty fmc lilnti with gravel (medium d~&C. moISt) (fdl) SP Grayish brown fine to mcciium saud with gravel, cobblc:5 and a rni.c:c Qf si1t(medium dcn;c. moist) (fill) SM "MD 7 126 · .. · .. Gray silty fmc to medium sand with gravel and cobble. (dense. moist) (rllt) t:i w u.. = :t: Iii: 10- " 15- " . ~ 20- 25- so- " 35- 40- 8M 8M MD MD MD MD 3.9 6 135 4 49 71 s 48 72 3 10 133 30 19 106 14 • • • ..... . " ...... ... .... :.:::;; ML ~ Grayish broWD sandy silt with a trace of organiemattcr (medium siiff, moist) PI' Brown peat (soA. wet) ML Gray silt interbcdded with layCl"S of datk brown peat (110ft, wet) PI' f.;. ML Gray sandy silt with organic matter (soft. wet) Gray fmc to medium sand with gravel (medium denIio. wet) Gray fine to ~ sand with gravel. cobbles And a lt~ of silt (medium dense, wet) Gray fmc to medium r;and with COfII1lC IWId, gravel and a ttaA::c of silt (ver:y dense, wet) Note: See Figure A·2 for cltplanGtioD of symbols -L&-",. G ~~E . eo~" nglneers log of Boring Figure A-4a o r-5 i-10 .... 15 1-25 i-35 1-40 45 ~'~ ~ i 50 r"l • , , 1 I 55 ; f:jj w "1 u.. : ~ :x: h: w 60 0 · j 65 :1 · , 70 :1 75 80 TEST DATA Mt'> 8 121 60 34 MD 1 132 38 SM 3 38 MD 11 125 50/2- ... u: Q; Group !l SymbOl G') ....... ' ... .... ,. .... ..... . ". .. .............. .. . .... .. ~ " ........ • ............ I' ••• " .... ........... :::::!: ........... ......... ..... "#1 ~ • • • BORING B-2 (Continued) DESCRIPnON GrAyish brown silly fU)c sand (dense, wet) SM Gray IUty fU)C to medium WJd (very dense, wet) (oandstonc) Boring completed at 59.0 feet 00 10123191 Groundwater encountered at 28.0 feet during drilling *Elevation datum: Top of ca1Ch basin locatcd approximately 170 feet north of Ernst Store = 100.0 feet Note: See Figure A-2 for explanation of symbol. ~" .. G~o ~~Engineers Log of Boring Figure A-4b 40 45 50 55 60 65 70 75 80 r 1 1 , J , ! 1 I 1 , ! 0 - -- 5- - - 10- 15- -t; W \I.. ~ ::t: t: - ~ 20- 25- . 30- 35- 40- TEST DATA BORING B-3 :J DtJ'SCRIPTION Moistul'4 ~ a:i$ "S. Group SucfaceEcvation(ft:.): 99.5* 0:> ~ SymbOl .~ ~ty aa Lab Tcstll (S f) ., •• ".fI SP Brown mc:dium to coat&O cand with gravel, cobbles and & trace of 0 ........ " .. fl. oil." •• lilt (medium dClllC, mOiat) (rdl) _ .. <t ... , .. ,;~ ... ~ti:· SM Gray Iilty fU1C to medium .lIIiId with occasional· rUle gn.vc1and a ... ,.. • · .. trace of organic IDIIUCr (medium dense. moist) (fill) MD 12 122 10 · .. · .. · .. · .. · .. : :" ~ : 1-5 ., ,. ~ ~,;; ML Gray silt with peat and organic ma1tcr (soft,. moiSt) 8M 42 6 • # -10 MD, 154 31 3 • ...... -PT Brown peat (soft, wet) CS ~ -15 {!. ~ MD 47 74-2 • : ~~. SM Gray silty fmc to medium sand (very 10080, wet) · .. · , . ...... _ .... · .. -20 · .. ... ;,; ML Gray silt with Qrganic matter (soft.. wet) MD S6 66 l I 10--.... ML -25 Gray silt with peat (soft, Wet) MD :U8 23 9 • PT Brown peat (10ft, wct) t.!! -30 !! - Me ill 39 4 I ~ .r:-:r:= : ~ Interbedded gray silt with occasional sand and organic matter and : : .. : < .. ,SP gray rme sand (soMooso, wet) f-35 ' ... · . · . . :. · . · . · . · . · : ~ · . ' .. · . · . ~ .. · . Me 36 84 S I . " "':: : ',' · . ',' · . ' . :" .....40 , Note: See Figure A·"}.. Cor cxpliUlation of symbols '~Il" Log of Boring Geo~. Engineers Figure A-5a , J , ! 1 ; , I ! I In ~ ;~ co -- 40 - - 45- - - - 50- - 55- -l-It: -u.. ~ -:c: r--a.. ~ 60- - 65- - 70- 75- 80- TEST DATA BORING B-3 (Continued) 3 DESCRIPTION .Moisture !lt1 ~~ t Group 0:1 Content Dciudty iii($ CIl SymbOl LabTcst.a (~) (P;1) SP Gray fme to medium AJld (medium demo, wet) 40 ~ ::"·!Jit .-SW Gray fine.to coarse sand with rme gravel (medium dCU50, wet) ...•.. " .... :. :~:.:.:: . • . :.:.:.: MD :w 106 28 · .. ...•.... • • e". · .. .•..... .•..... -45 .... · .. ~:.:.:.: ......... ..... . ~ ...•.. .. .. '" . .... " ... :.:.:': MD 29 95 19 • · .. ~. SM Gray silty fine &aDd (medium dc:n&c-;. viet) (saadstone) • # " " · . · . · . · . · . · . · . · . Gradea to Vt:t:y demo -50 · . · . · . MD 21 107 SO/I-lia .. ~: : Boriog.c:omplctcd at SI.5 feet 0010128191 Ground W8lCC encountered at 13.0 feetduring drilling *Elevation datum: Top of catCh basin location approximau:ly 170 feet north of EmIt Store ""' 100.0 feet -55 -60 r-65 r-70 I- r-75 :- . -80 Note: See Figure A·2 for explanation of symbols ~~Jl . log of Boring Geo ~~Eng111eerS Figure A-5b TEST DATA BORING B-4 ... ~ DESCRIPIlON Moistutc ~. !t= 'a(irO 0# 9 Sym~l Surface Elevation (ft.) : 100.9* Content 7ic?fY i68 LAbTest.a ($) co 0 ~ 1 iucbca asphalt coacre«c 0 SP -ffi'';'~ Brown medium to coarse sand with gavel and cobblc& (medium I- 4:" ... ,. SP-dense, molJ;t) (fill) I-......... .. " ....... 8M Gray fUle to iDec!lum sand with silt, oceuioaal gravel and cobblcc .. ~ .. " #I •• " '" .. MD 13 lOS 23 • ' .... " (incclium dcDao. molst) (fill) ....... "' .... f' • . ,. .... '."IJ .... . " .... 5-'<11 ...... f-5 " .. " .. ~ , ~. ML Brownish gray In, with peat and organic.m.a1tI::t (soft, moist) f- - -MD 52 67 3 • 10-f-10 11 - ; 3 • MD 58 64 it 15 -H5 Iii ~: , SP-Gray froo to medium sud with silt (medium dcallCo wet) -..... : 8M !-1 w ' .. · u. ... · ~ ... : -MD ... 23 101 11 • .. ,. '" : ... :c ... ~ to t: ... : ~ 20-... f-20 " ."" ... · .. . -... .. ~ . ... ... ... .... J MD 8 • .... · Gradel with Jense. of peat 53 69 ... · ... , -... · f-... · 25-... ..-25 ... 1 ... ... ~ .. , .. ~ .... ,-SM Gray silty flllC sand (100&0, wet) i.\ ... ..... ~ .... .. ...... l!! · MD 165 30 3 • PT Brown peat (soft. wet) f-.;:; c:. · ~ In 30-f-30 :i () r! ) :Ii , I~ I;:;;;; ! ., , SP Gray fUle to medium und (dense. wet) · MD 20 108 34 • ......... " , ....... " .......... : 1 ... " ... ..... 11 .... ~ t j !!:::: : 35 -• f ~"fI •• -35 ." ... ,.,. ........ ..... " .. ;,." .. , . ~ ~ .. 11" ~ •• ,. •• 11'''' •• ••. p"""" ......... r • ........... · .. SM Brown silty fane und (loose, wet) ,&/I 8 • ... , . ~ MD 34 S!) · N -· 0 · .. ... '9 · .. . . :m 40-· . -40 ,CD .... ,.-No1.C: Sec Figure A-2 for explanation of symbOls '~"" log of Boring Geo ~~ Engineers Figure A-6a .' TEST DATA BORING B-4 (Continued) ~ DESCRlPTlON Moi~~ ~c: J= 0= ~r-~~I)' sd LabT~\s (10 f) 40 · .. 40 · .. · .. · · .. · .. · .. ~ ~~ .. r-~. ~ . -MD 2.S 101 14 • · ... Gradel to medium dense , .. . "." · .. · .. ~ .. , ,. ~ I 45-· .. -45 ' ,. ," : r.: 8M Gray silty fine to eoauc sand (medium dense, Wet) · .. -· ,., .. ." ." , .... SM 20 2.S ~ ..... . "'" ....... .... .. · ....... .. · .. · .. so-· .. -50 · .. · .. r'j ,. , i : ~= SM Gray ilUty rUle san(l (vuy dcaso, moist) (sandstone) .... .. ,. , .. --. _ .... · MO 16 lI8 5016" • ... ... ... ~;l ; ~, '''' :. Boring completed at 54.0 rectOR 10J30191 55-Ground water CDCOUDtacd at 16.0 feet during drilling -55 -'"Elovation datum: Top of catch buin located approximately 170 t:; ILl feet north o.fEmstStorc == 100.0 feet u. ?: -:r }- 0.. ~ 60--60 65-f-65 · 70-'r-70 , I . ! · 75--75 r- 130-.... 130 N.ote: S= Figure A·2 for explanation of symbols ... ~",. log of Boring Geo~. Engineers Figure A-6b n i J I' il ,. ) , \ I I.. 1 i i , . j.l f I 1 J 0 '~ · 5- · · - 10- - - 15- -ti tt! ~ - ::t: t: ~ 20- - :l5 - 30- · 35.- 40- TEST DATA BUKIN(,:.i t;S-:> B DesCRlPTION Moisture ~. ~~ 1 Group 0::2 Surfa= Elevation (ft.): lO().9* Content (p; PSII)' iii8 Ul SymbOl Lab Tests ($) eO .... " ! SP _ 2 inches asphalt COftCtete. 0 ::: : ... : 8M Brown fmc.1» medium sand with silt, gravel and cobbles (medium ...... dense. moist) (fill) :::" .: .: MD 15 117 14 • :.~ : : 8M Gray ailty fme to medium sand with occuioual gravel (medium /I II I' .. '# ." ... ........ dense, moist) I-.. " .... .. .. .. . f-5 ........ · .. :.'1 I ML-Gra)tish brown s1Itwith orpnic matter (lOft._ moist to wet) I I I OL rI-MD 50 70 3 • ML Gray silt with occasional sand and • trace of organic matter (10ft. I-moist to wet) 1--10 MD 193 25 5 • PI' Dade brown peat ($Ott. wet) :T;r; :SP-Gray and browu fine to medium sand with silt and It trace of .. , ... : SM Otganic matter (loo&e. wet) 1-15 ..... ... f", ~ ~ ..... '" ...... -.. '" .. , ...... l-.. ." ..... ..... .. . ..... II' 01 ........ MD 38 82 5 • .... /II .. " ........ .. " .... l-... « » .. .... .. .. .... .. .. ........ 1--20 :;;.. ML Grayisb brown silt with occasioDal fmc IWId and a ~ of peat ($Oft, wc:t) MD 79 52 2 • I- 1-25 ~ ~r: : 8M Gray silty fmc to medium IWId with II. trace of organic matter · .. (loose, wet) .. ....... .... .. .... .- MD 37 83 9 • ....... · .. · .. .. , .. · .. · .. · .. '-30 · .. . , .... .. ...... .. ~. ~. " .. ' .. , .. ".",. "r:,:' ML Grayish browu sUtwith ocaISional finc land and a trace of organic MD 76 54 7 • uiatter (medium stiff, wet) .... 1--.... ML Gray sandy silt (stiff. wet) -35 , .. MD 30 94 9 • -40 Note: See Figure A-2 for c:xplatlatioo of I)'mbols -~,\., Log of Boring Geo ~.Engineers Figure A-7a ! " 1 ~' :1 I , I .~ (J :i i J'~ ,- II :g c: N 8 1M ,~ ; ... :- TEST DATA - MD .22 106 30 45- - -' -MD 21 107 24 - 50- MD 16 116 55- 1-w w u. Z · :i: h: .. ~ GO- · SM 14 · 65- BORING B .. 5 (Continued) DESCRIPTION TI :: :: :Sp Gt'a.y fine to medium send (medium dease, Wd;) • •••• H. '4 •••• "# ._.i. #" • •••••• #-........... " ...... -.. ....... .. ....... .. # •• " #/1. ......... I .... fl ... .i .. fl ... ....... '. __ ... OJ." · ::::::: ......... ,. ........ . ......... 11'''' "" ...... " •••• # •• . ~ .... -. ,. .. ·It .... .. .. ". ..... .. . ~ ...... .. • p;&:::: SM , .. ~ .. f .... ~~. SM · .. · .. . · .. · .. · .. · . · .. . .,.. ~ ." ... · .. · .. ~IZ....:.' Brown silty fiDe to medium I18Dd with oceuiooal rJllC gravel (medium dense, wet) Boring compJeted at 64_0 feet aD 10124191 Ground 'WIIt.cI: encountered at 17.0 feet during drilling *Elcvatioa. datum: Top of catc:h basin 10C4t0d appro:rimatdy 170 feet north ofEmst·Storc .. 100.00 feet 40 ,.-45 --50 1-55 1-60 1-65 I- 10 -1-70 80---so Note: Sec Figure A-2 Cor explanation of symbols Log of Boring Figure A-7b o 5 --r 1 10 - 1') I ~ f1 15 - I-w w r·t LI.. ~ - :t: Ii: w 20 0 - 1 ····1 , I LJ 2.5 - ! 1 11 . !;! .. N ~ <1.1 30 ~ - :i -AD I/) j"" I "~.J , 1 35 , - It) ~ .:. 8 :..;, 40 11) -... ... TEST DATA ubTesti (S) (pc!) 8M 17 20 MD 43 71 2 MD 244 21 2 MD 47 74 2 MD 72 57 2 MO 27 % 13 MD 217 22 5 MD 20 109 17 JI a.. Group l SymbOl i;;;:;: : ...... ~. ~:~ rH: · .. .. ~ ........ · ~ . ., .., ..... .. . · . • · . · .. · . · , · . · . · . · . · . · .. ~ • • i!t !L ... ..;,..:. .. " " ... .. • · .. · ~.:... • t!t. ~ ......... .. " .. ~ ...... ...... ~ ~ ... , • ".1-"""" • .,., ... _-II ..... II." ...... to •• ............ ,.. .......... ...... , .. ~ .. "" ........ ", ."' .. ,. ....... ........ ... ",.. ..... ..... ,.. ..... .. .. ., .. :: :!:!.~ :.:..:..:..:.:. • .. ", I, \ t!! • -,....~ r BORING B-6 SP SM Mi.. PI" 8M ML PI" SP PI' ML DESCRIPTION Surface EleVation (ft.): 99.5 '* 2 incbcs upbalt ~ Brown medium. to coarse aod with gravel and a trace of silt (medium dense. moist) (fill) Gray sUty rme to medium sand with occasional gravel (medium dense, moist) (fill) Gray silt with fmc sand (10ft; moist) Brawn peat (soft, wet) Gray silq fUle sand with QtgaIIic matter (vay tOOle, ~) Grayilih brown sandy ,nt (very 101\, wet) Brown peat (10ft, wet) Gray fmc to medium rand with a tta.cc of sUt and occasional fine gravel (medium dense. wet) Brown peat (soft, wet) GtAYsandy silt (stirr. wet) Note: See Figure A-l (or explanation of symbols Geo Engineers log of Boring Figure A-Sa o r ,. -5 I" I- ,.... 10 - -15 i- '-20 -25 -30 l"'-35 I- I- '-40 i , I r-' -; I i r~l , I r-1 : I ! 1 11 ! I : I t-I 11 40 45- 50- ~ 55--t:i t.U u. ~ -::c t: ~ 60- · - 65- - 70- - 75 - · · 80- , TEST DATA BORING B-6 (Continued) ~c.l :J DESCRIPTION Moi.wrc Dry -a Gro~ 0:::0 5 SymbOl COntent DcDait aid LabTest& (,;) ~f) y fI.I 40 MD 29 95 14 • -45 ~~ SM Gray silty fUiCto mediUm sand.with occasional fme gravel (medium ! : : dense, wet) · .. · .. MD 18 114 11 I IJ" , .. "I •.. • t .... ~. · . . . · .. · .. · .. -50 · .. · .. · .. : : : · .. · .. .. .. .-· .. MD 17 114 27 • : ~: SM Brownish py lilty fmc to medium ADd with occuional gravel · .. · ., . (mcdiUl1l dCru:c. wet) (sandstoue) ... . ..... · .. .. ., ~, -5~ ... f •• · .. · .. · .. " . " · .. · .. · .. MD 13 127 13 • · .. ; .. " • II · .. · .. :.~~ SM Gray $ilty fUle sand (very dense, moist) (~ne) 1-60 .... ., .. " ... 50/2. ~ · .. MD 20 111 · ~. Soriog completed at 62.0 feet OD 10128191 Gtouud water Cl.'lcouniered at 12.0 feet duriug drllling -ElevatiOD datum: Top .of CidCb bum located approximately 170 feetnortb of Emst Store .. 100.0 feet 1-65 1-70 -75 ..... SO Note: See Figure Ar2 for cxpl8.08lioll of symbols -~,\,. Log of Boring Geo ~~ Engineers Figure A-8b TEST DATA tsUHINt:i ts-J n DESCRIPTION Moisture ~ ~~ a. ~;:gl Contcot aid ~ Sud'ac:o Elevation (ft.) : 100.1* Lab TcSIJI <,,> (pel) 0 !!!!!" '2 in<:hcII asphlilt conctCCC 0 SP -...... Brown medium to coarse sand with gravel and cobblca (medium ~". #' .. " ",;.j' .. dease. moist) (fill) ~: SM Gray silty fmc to medium sand with gravel (mediuui deIlse, wet) -MD 14 111 14 • · , ". , . f-, , , ,. · . 5-" · . · . f-5 · . · . ' . · . · . · , , . ~:. ' . •. ML Gray sandy silt with or,gan!c ma.ttcr (soft:, wet) MD 40 81 2 • -.. SP -Gray fmc to medium &and with lilt and organiC matter (lOOIiO, wet) r:: · . 10-5M f-10 -." .. ... · . f"l i ... · . ... · , ~ , . SM 234 3 • PT Brown peat with wood fragrncats (soft, wet) V'I I·. l!!! 15-1-15 , ~ Iii ". .... ML GrayiSh brown silt with f'mc sand and a trace of organic JIlIUct w · ~ "-(soft:, wet) ~ MD 59 63 2 • :r: Ii: ~ 20-!-20 J d · MD 42 18 3 • 25 -f-25 · · ..... SM Gray sil~ fl11C to medium sand with a trace of organic mattcr · 2i • · . MD 106 10 · . (iDedium deGsc, wet) · .. .. . -· . ... · . 30-· . ~30 :.-ML Brown silt with fmc sand (medium titifT, wet) - - · MD 35 87 10 • 35--35 ..-:i:" · , SM Brown silty fine to medium sand with gravel (dense, wet) · , . ... .. .... . · . · . SM 30 43 ~ · . · . .. , · . · . · . · . 40 -{;'> -40 Note: Sec Figure A-l (or explanation of symboJ. -~J1J Log of Boring Geo ~~Engineers Figure A-9a l) ,) fJ f'l i 1 • 1 TEST DATA MoWuro ~ ~ § BORINe fj-I (Continued) a DESCRDnITON Q. Group 40 ! Symbol • SM Gray silty rIM sand (vct:y dcn&e. mo~) (.undstDne) Lab T (~) at r ...... f) ty ia6 40 eSla. """ - - MD 17 us 45- - - 50- 55 - t:i w II. z :r I-a.. ~ 60- - 66- 70- 75 - 80- Note: Soc Figure A-2 for explanation of cymbols -1a1tl" Geo~~Engineers B9ring complcced II 44.0 feet on 10/2SJ91 PiczOmctct Wullcd to 44.0 feet -45 GtoWld water levd meesured at 4.4 feet Oil 12130/91 -Elevation datum: Top of caleb buill lo<:artd approximately 170 • feet north ofEmBt Store = 100.0 feet Log of Boring Figure A~9 b -50 -55 -60 I- 1-65 - -70 - -75 -80 i.,..,.. ... 1JrJa. ... ~ .... -..... -............ :t DESCR.IPnON MoiaIui'c Dry ~c: Q. Gro~ 0::1 ! SymbOl Surface Elevation (it.): 98.5* ColllCntDcniity _0 LabTesti (~) (pet) tilt) 0 · ~ ~. . SP Gray fmc to med.ium I4Dd WilJl silt ~d gravel (loose. moUlt) (fdt) 0 -::~? SM Gray siltY fuio to medium &aDd with ocea.sionaJ pvel (medium .. 8M · .. dcnaei moist) (r111) · .. . MD 14 ill 12 • !' • ., -· .. 5-0;,. ... ;... ML Gray silt with a trace of peat Aild wood fragmcms (soft. wet) -5 - --MD 40 76 3 • - 10-:-10 !' r'l MD 56 66 2. • r-OL Grayish brown organic silt with wood fngmentll aDd oocasionaJ ........ ~ ; I 15 -....... ~ sand (vr:q soft, wet) -15 .... -.... ~~ w .. .... ~f'I. w u.. ...... ~ "j ~ ! MD. 89 48 2 • ... .A~ X Ii: CS ..Af'I. .. ~ 20-....... f'I. -20 V..A~ ....... f'\. ""'.Ai'-.. MD 61 60 4 • ..a~ ML Brownish gre.y silt with fmc sand ~ peat (soft, wet) ) • j 25--25 : 1 .. -L~ .... MD 68 55 3 • ... N i:l fA 30--30 ~ CJ :E <D III i i" I -t ; MD 87 SO 2. • r t 35-r-35 i' J .. 2 SM P fi§ ~~ SP -Gray rme f.O. mediulll sand with cut (\lr:q loose. wet) .:. ... 8M (Blow count probably reflcaa driving through heave) $ 40-... ./ M .... 40 .C:! '--,'" Note: Sec Figure A-2 for explanation of ,),mbolll "'~I'" log of Boring Geo il~ EllOineers ~~ b Figure A-1 0 a , 1 ! ! ~ I , • 1 , I l J ! i \ , i ..-... - MD - 45- -MD - 50- MD 55 - Iii w u.. ~ . MD ::t: t: - ~ 60- . - SM 65 - MD 70- MD 75 - 80- 99 37 4 104 5 lOS 39 13 123 22 104 43 11 9 21 50 61 .! §' GtO~ c:; SymbOl . . ,... .. · I.. ~ , ... · ::: : : · . ........ , .,. ..... · . DVnllllU' D-O (Continued) DESCR.IPTION • ;:: ;~ ~ •• :: sw f:~·· SM Gray f'Ul~ to coatac samt (medium denliC, wet) Gray silty f'm~ to medium I8.Od with gravel (medium dco"" wet) • : :.~. 1:-::;':'" ##iII"#' • ........ .... ... ,# ..... '.11" ••• ...... ,. ... .,.~ ...... ,.., .... ........ . ....... ,. . ,. ........... ....... If' .. ........ .... ........ 11 .. ..... ....... ............ ... ........ .. ••• 4 • ... -:;; . : ... .. , ........ .... , . . , . ... . •.. .. ". ...... 11 .. .. , .... ""'11" SP Gray coan;C &aDd with medium 58Jid and gravel (loOliC, wet) • f'. i j 8M Gray silty rme IWld (very dcoliC. wet) (flIUldstone) · . .. ..... .. ,.,.. . " · . ... .. " · ....... r-45 1-50 I-SS -60 ~65 '-70 sow 8 "" :: Boring QOmplcted at71.S feet 011 l(l122J91 PiC7.0mct.cr installed to 71.S feet Ground water level mca.surcd at 7.0 fcict on 12130/91 *Elcvation datum: Top of catch buin located approXimately 170 f- feet north of Em&t Store = 100.0 feet 1-75 -80 Note: See Figure A-l for explanation of symbols log of Boring Figure A-1 0 b "'1.{(ll'· Geo ~~Engineers \ ','] ! 1., ! I > .; , ) i , . ) " . i ; 1 ,..... :c u z ..... (,f) w :c u z z o .... I-<{ o -...J o C.f) z o u PRESSURE (LSS/FT2 x 10 3) .1 .2 .3.4.s 1 2 3 4 5 10 20 30 40 50 , , I II I I ........ I \ I I I I -........... I \ I It 1 J .04~---+--4-~~~~~\\~\--4-+-~~~~---+-4--~--r-~ ~ \: : : : .08~---+--4-~~--~'~\J--'~,t-+--~I~.~r;'---+~I--~--r-~ 1 " I I I .12~---+--4-4-4---~1~~-+--~1~1~~1---+-41--~--~~ : ~ : : : . 1 61-----+---+--+--+---t-,r--1S--flI\t---i1-II-t--t--tI--+--tI--t--t-+-I : : I \ I: ~ "~" .201-----+--~~~--~~~-+~\~-t-_I_~--+-~~~_t__+~ : : ! : : : : ::~~~~:~~:~:~:~~::~:~~~::::~~:I~::~:::~~~:~~:' ~~:~~:~~: : : : ~: : .32~---+---+--t--+---+-1r---t1-1---i1--t-+"r-t1--_+~1--_I_--t-+-i I I I ,I I I I 1\, I .1 .36r----r--+-~~-+:~--~:-+--+:-+-P'\~'1-\--r-~:--+--+~~ .40~--~~~~~~--T:~--~:'~~h~I4r4-~:I~~\-\~~:I~~~~ .44r----+---I-~4-~~~~--~-+-~~r_~--+\'+_~~~_t__+~ 'K 11'1 1 J ~I I ,,, .48 ~--+--I---lf-+--t;-f---t;-+-~I;:ar......:!:: ........ :-I-~-ri--H~r-rll -+--I--f--f .52~---+---I---lf-+--~J-f---~J-+--~II-+-r~I~-r_l~-+--r-~ I I I I DRY SAMPLE BORING DEPTH NUMBER eFT) SOIL CLASSIFICATION MOISTURE DENSITY KEY CONTENT (LBS/FT» B-3 13 BROWN PEAT 154% 31 "'~"" Geo ~~ Engineers CONSOLIDATION TEST RESULTS FIGURE A-11 ~~------------------------~------------------------------~ r j II l i i ! l J 1"'\ :z: u z -..... III w J: u Z -\...I z 0 ..... ..... <{ 0 -...J 0 I/) z 0 u PRESSURE (LBS/FT 2 X 103 ) .1 .2 .3 .4 S 1 2 3 4 5' 10 20 30 40 50 I 1 II I I I I I I I .025 r--.-.. 1 I II I I r-...... ~ I J I I I I I I .050 T 1\: II I I I I I I .075 1 II I I I ~ I I J I I \ I I I .100 \ I I 1\ II I I I I I I I , I J f .125 ~ I I \1 I t I I ~ I I .150 r f '\ I I I I I I I I I I .200 1\ I I I , I I I I I I .225 I J i~ I I J J I I I I .250 :\ ~ I I I I ~I I I I , .275 .~ T I \ I "': I I I 1 II I I .300 I' I\J I ~ I I f I r--.. -.. ~ .325 I I I ---.A c# • ~1".o'J I I I I I -t . I I II I I .. #~~ .350 I t I I I I I I I I SAMPLE DRY BOR1NG DEPTH SOIL MOISTURE DENSITY KEY NUMBER eFT) CLASSIFICATION CONTENT (L8S/FT» B-8 18 GRAYISH BROWN ORGANIC 89% 48 SILT COL) ;~",. CONSOLIDATION TEST RESULTS Geo q~Engineers FIGURE A-12 18000 International Julevard South, Suite 510 SeaTac, Washington 98188 206-770-8700 • 888-896-1443 fax 206-770-8703 • 253-882-2033 DEVELOPMENT PLANNING CITY OF RENTON MAY 1 0 2005 RECEIVED COPIES OF DOCUMENTS ORDER NUMBER: 205104146 FOR PROPERTY ADDRESS: LOTS C2, C3, C4, RENTON, WA L~~t~~VVEU''t <t title guaranty company February 15, 2005 J. Parker Mason Alston, Courtnage & Bassetti, LLP 1000 Second Avenue, Suite 3900 Seattle, WA 98104 Craig Koeppler RV A Land, LLC CJ 0 Parkway Capital, Inc. ~20 Pike Street, Suite 1500 Seattle, WA 98101 Nicole Hernandez W&fI Pacific, Inc. 3350 Monte Villa Parkway Bothell, WA 98021 National Title Services 1000 Second Avenue Suite 1620 Seattle, WA 98104 206-770-8849 206-770-8868 fax 877 -530-1505 5002 9 1 a3:J G.alJ Re: Subdivision Guarantee apn# 192305-9102, 192305-9103 & 192305-9101, WA NTS File Number: 05200067/205104146 Enclosed please find a copy of the subdivision guarantee with a full set of underlying exception documents for the above referenced transaction. If you need further information or have any questions, please contact John Jones at 206-770- 8880 or myself at 206-770-8862. Thank you for the opportunity to be of service. Very truly yours, STEWART TITLE GUARANTYCDMPANY National Title Services ~ Olivia Gilman National Title Coordinator Enclosures Subdivision Guarantee The County of KING, STATE OF WASHINGTON within which said subdivision is located in a sum not exceeding $1000.00 No. 205104146 Fee. $300.00 2IJfatDln Consisting of Sheet (s) and any City That, according to those public records which, under the recording laws, impart constructive notice of matters affecting the title to the land included within the exterior boundary shown on the map of the above referenced subdivision, the only parties having any record title interest in said land whose signatures are necessary, under the requirements of the Subdivision Map Act, on the certificates consenting to the recordation of said map and offering for dedicatior any streets, roads, avenues and other ease- ments offered for dedication by said map are: The map hereinbefore referred to is a subdivision of: Signed under seal for the Company, but this Guarantee is to be valid only when it bears an authorized countersignature. Authorized Countersignature STEWART TITLE GUARANTY Company SEATAC, WASHINGTON City. State SubdIvision 10644 Guaranlee SG-1S72 SUBDIVISION GUARANTEE eLTA NO. 14 (Rev. 4-10·75) SUBDIVISION GUARANTEE Guarantee No.: SG-1572-10644 Order Number: 205104146 Reference Number: SG-157210644 Effective Date: February 1, 2005 at 8:00 AM Subdivision Guarantee: Sales Tax: Total: OWNERS: RVA CENTER LLC, A WASHINGTON LIMITED LIABILITY COMPANY LEGAL DESCRIPTION: See Attached Exhibit A SUBJECT TO: $300.00 $26.40 $ 326.40 1. GENERAL TAXES, WHICH AMOUNT CANNOT BE PAID UNTIL FEBRUARY 15,2005. YEAR: 2005 AMOUNT: $14,381.76 LEVY CODE: 2110 TAX ACCOUNT NO.: 192305-9101-06 ASSESSED VALU,.\TION: LAND: $1,203,000.00 IMPROVEMENTS: $-0- NOTE: KING COUNTY TREASURER, 500 4TH AVENUE, 6TH FLOOR ADMIN. BLDG., SEATTLE, WA 98104 (206)296-7300 WEB ADDRESS: http://webapp.metrokc.gov/KCTaxinfol. (AFFECTS: LOT C2) 2. GENERAL TAXES, WHICH AMOUNT CANNOT BE PAID UNTIL FEBRUARY 15, 2005. YEAR: 2005 AMOUNT: $9,701.71 LEVY CODE: 2110 TAX ACCOUNT NO.: 192305-9102-05 ASSESSED VALUATION: LAND: $811,700.00 IMPROVEMENTS: $-0- NOTE: KING COUNTY TREASURER, 500 4TH AVENUE, 6TH FLOOR ADMIN. BLDG., SEATTLE, WA 98104 (206) 296-7300 WEB ADDRESS: http://webapp.metrokc.gov/KCTaxinfo/. (AFFECTS: LOT C3) Guarantee No: SG-1S72-10644 SUBDIVISION GUARANTEE 3. GENERAL TAXES, WHICH AMOUNT CANNOT BE PAID UNTIL FEBRUARY 15, 2005. YEAR: 2005 AMOUNT: $6,832.77 LEVY CODE: 2110 TAX ACCOUNT NO.: 192305-9103-04 ASSESSED VALUATION: LAND: $571,500.00 IMPROVEMENTS: $-0- NOTE: KING COUNTY TREASURER, 500 4TH AVENUE, 6TH FLOOR ADMIN. BLDG., SEATTLE, WA 98104 (206)296-7300 WEB ADDRESS: http://webapp.metrokc.gov/KCTaxinfo/. (AFFECTS: LOT C4) 4. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: RVA CENTER LLC, A WASHINGTON LIMITED LIABILITY COMPANY TRUSTEE: TRANSNATION TITLE INSURANCE COMPANY BENEFICIARY: AMRESCO CAPITAL, L.P., A DELAWARE LIMITED PARTNERSHIP AMOUNT: $8,550,000.00 DATED: SEPTEMBER 3, 1998 RECORDED: SEPTEMBER 3, 1998 RECORDING NO.: 9809031355 (INCLUDES OTHER PROPERTY) ASSIGNMENT OF BENEFICIAL INTEREST: ASSIGNEE: LASALLE NATIONAL BANK, AS CUSTODIAN OR DATED: RECORDED: RECORDING NO.: TRUSTEE SEPTEMBER 3, 1998 SEPTEMBER 3, 1998 9809031358 5. ASSIGNMENT OF LEASES AND/OR RENTS AND THE TERMS AND CONDITIONS THEREOF: ASSIGNOR: ASSIGNEE: RVA CENTER LLC, A WASHINGTON LIMITED LIABILITY COMPANY AMRESCO CAPITAL, L.P., A DELAWARE LIMITED PARTNERSHIP DATED: SEPTEMBER 3, 1998 RECORDED: SEPTEMBER 3, 1998 RECORDING NO.: 9809031356 (INCLUDES OTHER PROPERTY) ASSIGNEE'S INTEREST IS NOW HELD OF RECORD BY LASALLE NATIONAL BANK, AS CUSTODIAN OR TRUSTEE PURSUANT TO RECORDING NO. 9809031358. Guarantee No: SG-1 S72-1 0644 SUBDIVISION GUARANTEE 6. FINANCING STATEMENT. DEBTOR: RVA CENTER, LLC CREDITOR: AMRESCO CAPITAL, L.P. RECORDING NO.(S): 9809031357 (INCLUDES OTHER PROPERTY) SAID FINANCING STATEMENT HAS BEEN ASSIGNED TO LASALLE NATIONAL BANK AS CUSTODIAN OR TRUSTEE BY ASSIGNMENT UNDER RECORDING NO. 9809031359. SAID FINANCING STATEMENT HAS BEEN CONTINUED BY INSTRUMENT RECORDED UNDER RECORDING NO. 20030812000700. /. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: OCTOBER 28, 1943 o RECORDING NO.: 3344660 IN FAVOR OF: PUGET SOUND POWER AND LIGHT FOt:) AFFECTS: COMPANY, A WASHINGTON CORPORATION ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM SOUTHEASTERLY PORTION AS DELINEATED ON THE SHORT PLAT EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: MARCH 10, 1947 RECORDING NO.: 3664559 IN FAVOR OF: THE UNITED STATES OF AMERICA FOR: BONNEVILLE TRANSMISSION LINES AFFECTS: ALONG THE WESTERLY AND SOUTHWESTERLY BOUNDARIES MODIFICATION AND/OR AMENDMENT BY INSTRUMENT: RECORDED: OCT.oBER)O, 1~ _______ , RECORDING NO.: ~N~_~:18') EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: JUNE 7, 1961 RECORDING NO.: 5292273 IN FAVOR OF: CITY OF RENTON FOR: SEWER MAIN AFFECTS: A 10 FOOT STRIP AS DEUNEATED ON THE SHORT PLAT Guarantee No: SG-1 572-1 0644 SUBDI\l.ISION GUARANTEE ~ 1Y7 f\i\~ i.lt(ASEMENT AND THE TERMS AND CONDITIONS THEREOF: \\ ti\\~~'URPOSE: UNRECORDED TRANSMISSION CROSSING PERMIT tv~\ IN FAVOR OF SEATTLE CITY LIGHT 'vNtvrJ'J AREA AFFECTED: WITHIN THE 350 FOOT POWER RIGHT OF WAY \) DISCLOSED BY: INSTRUMENT RECORDED UNDER RECORDING NO. 5687617 , ,,1./\ ,? RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND ;t'~" J" AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE j'.J, ft'~ HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY INSTRUMENT: .jJv RECORDED: JUNE 26, 1964 ~ RECORDING NO.: 5754046 . IN FAVOR OF: THE STATE OF WASHINGTON ~ EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN RECORDED: MARCH 20, 1970 RECORDING NO.: 6631804 IN FAVOR OF: CITY OF RENTON FOR: SEWER LINES AFFECTS: 10 FOOT STRIPS AS DELINEATED ON LOTS C2, C3 ANDC4 V<3. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN RECORDED: MARCH 20, 1970 RECORDING NO.: 6631805 IN FAVOR OF: CITY OF RENTON FOR: WATER LINES AFFECTS: 10 FOOT STRIPS AS DELINEATED ON LOT C2. ©.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: VRECORDED: FEBRUARY 14,1975 RECORDING NO.: 7502140608 IN FAVOR OF: OLYMPIC PIPE LINE COMPANY, A DELAWARE _ LA, t ~ORPORA TION FOR: J ,At.Vt-,--PIPELINE RIGHT OF WAY .1, e,: iJ-# . WAY TRANSMISSION LINE CORRIDOR ON LOTS C2 ) AFFECTS: ~?J' I f1r WITHIN THE RENTON RELOCATION RIGHT-OF fJ . ~ S Cl/v\ V.~DJ t/ AND C3 I~~ . ~~'I ~~v~ ~:~?9p 'IJ;:; fJef ~\ Guarantee No: SG-1S72-10644 .' SUBDIV.ISION GUARANTEE .Is: EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: AUGUST 10, 1987 RECORDING NO.: 8708100374 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON CORPORATION FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AFFECTS: THE LEGAL DESCRIPTION CONTAINED IN SAID EASEMENT IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN SAID PREMISES je. EASEMENT, I NCLUDING TERMS AND PROVISIONS CONTAINED THEREI N: RECORDED: AUGUST 10, 1987 RECORDING NO.: 8708100375 IN FAVOR OF: PACIFIC NORTHWEST BELL TELEPHONE COMPANY, A WASHINGTON CORPORATION FOR: TELEPHONE/COMMUNICATIONS CONDUIT EASEMENT AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION ON LOTS C2, C3 AND C4 -' 17. TERMS AND CONDITIONS OF ROADWAY AND PARKING EASEMENT )J; {,t....: ~ DECLARATION t",,/)/l " .;..,~2~DED: DECEMBER 31, 1986 (J.J p~DING NO.: 8612311880 ~ ~e~'~' ~I~ATION AND/OR A ENDMENT BY INSTRUMENT: 's t'Ii" ..·.If RECORDED: MAY 16,1990 AND 27 2001 ~.tJ.A r-.:..... CORDING NO.: 005161048 AN 20010927001009 !RrJTERMS AND CONDITIONS OF EASEMENT AND RECIPROCAL PARKING /J MENT /liJ (Vl~!:t.p~ ECORDED: AUGUST 21,1987 ~ '~f;.~~ RECORDING NO.: 8708210528 :;}!:f:J;Jft TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAI NED I N LOT 1.1 :;WN ~AA:-INE ADJUSTMENT: "Vb NO.: LLA 001-88 RECORDED: NOVEMBER 13, 1989 RECORDING NO.: 8911139006 ho. TERMS AND CONDITIONS OF DECLARATION AND ASS'IGNMENT OF PARKING \ EASEMENTS RECORDED: MAY 17,1990 RECORDING NO.: 9005171096 \ Guarantee No: SG-1572-10644 SUBDIVISION GUARANTEE 21. TERMS AND CONDITIONS OF AGREEMENT REGARDING MANAGEMENT OF fL, COMMON AREAS IJ f\ RECORDED: MAY 29,1990 /'It RECORDING NO.: 9005291371 Aly~CPASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: /IJI>'A DQ.~· ~ECORDED: SEPTEMBER 21,1993 f ~ . ti~ ~E~~v~tgF~O ~t~~i 1~~~ND POWER AND LIGHT [~'f.:~ COMPANY, A WASHINGTON CORPORATION _rt' FOR: ELECTRIC TRANSMISSION AND/OR ,.,., DISTRI BUTION SYSTEM ".. AFFECTS: AS TO BE CONSTRUCTED WITHIN SAID PREMISES . AND OTHER PROPERTY ~. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: MAY 8, 1998 RECORDING NO.: 9805080744 IN FAVOR OF: CITY OF RENTON FOR: WATERLINE EASEMENT AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION ON LOT C2. ~ODIFICATION AND/OR AMENDMENT BY INSTRUMENT: / RECORDED: AUGUST 13, 1998 RECORDING NO.: 9808130339 24. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: INGRESS AND EGRESS AREA AFFECTED: WITHIN THE SHOPPING CENTER LOTS DISCLOSED BY: INSTRUMENT RECORDED UNDER RECORDING NO. 20010927001008 25. TERMS AND CONDITIONS OF MUTUAL RELEASE OF CLAIMS RECORDED: SEPTEMBER 27,2001 RECORDING NO.: 20010927001010 26. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: JANUARY 24, 2001 RECORDING NO.: 20010124001641 IN FAVOR OF: CITY OF RENTON FOR: PUBLIC WATER LINE AFFECTS: 15 FOOT STRIP THROUGH A SOUTHEASTERLY PORTION OF LOT C2 27. RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 20010124900005. Guarantee No: SG-1 572-1 0644 SUBDIVISION GUARANTEE 28. TERMS AND CONDITIONS OF COVENANT NOT TO COMPETE RECORDED: OCTOBER 31, 1996 RECORDING NO.: 9610310854 Guarantee No: SG-1572-10644 Order Number: 205104146 EXHIBIT "A" PARCEL A: LOTS C2, C3 AND C4, CITY OF RENTON SHORT PLAT NUMBER LUA-00-088, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NUMBER 20010124900005, RECORDS OF KING COUNTY, WASHINGTON. PARCEL B: NON-EXCLUSIVE EASEMENTS FOR INGRESS AND EGRESS INCLUDING, BUT NOT LIMITED TO, PARKING PURPOSES AS ESTABLISHED IN KING COUNTY RECORDING NUMBERS 8612311880, 8708210528, 9005161048, 9005171096 AND 20010927001009, EXCEPT ANY PORTION THEREOF LYING WITHIN PARCEL A ABOVE. -:', '" . ~ "'., ,n, ~F Nea '55 '52'101 __ , ~ ... g 46.56' 1\ z LOT .t2 ----.. - ORDER NO. 2 O~ /O~/ f.h . Section l.L_ Township L... ~ RangeS-__ _ Short Plat Rec. No,2,a21fl/2 ~9e¢t?t75-> Volume _-'=_. Page. __ =_ .. ,' 'LOr C1' sa SHEU 3 F'Ofl EAS[!'ENTS ON LOT'Cl 1I0P'!tr:A~r f:mU~:'il .: ..... 5WI/~ ~I(j/" ~I""'TIO'I II) r IWf' 2);~. n:'1: 5( • W.M r, IT) m C) c) nO. rf; Cl ::'7 I' <r ~ II i---rr C1 ]. Ui Z \.J I- .,:'? t N LCJT "J c- , .-:) 0 [}) W C) [-c.:) r " en CI Z U i.U 0: ! lJ.! L. [) T [[ W ll. :I 1 <D (:,) " v !" ;, f-<> Z 1-< C .: This sketch is provided without charge for your information. Ir is not intended to sho\>; all matters related to the property including, but not limited to area, dimensions, easements, encroachments or location of boundaries. It is not a part of, nor does it modify, the commitment or policy to which it is attached. The company assumes NO LIABILITY for any matter related to this sketch Reference should be made to an accurate survey for further information, SUBDIVISION GUARANTEE The Company's liability for this report is limited to the compensation received. This report is based on the Company's property records, and no liability is assumed for items misindexed or not indexed in the public records, or for matters which would be disclosed by an inquiry of parties in possession or by an accurate surveyor inspection of the premises. This report and the legal description given herein are based upon information supplied by the applicant as to the location and identification of the premises in question, and no liability is assumed for any discrepancies resulting therefrom. This report does not represent either a commitment to insure title, an examination of or opinion as to the sufficiency or effect of the matters shown, or an opinion as to the marketability of title to the subject premises. .;;;, I certify this is a true accurate reflection of those documents on file at the King County Court House, Seattle, Washington as of the date and time referenced above . Robert Jackson :ps Guarantee No: SG-1572-10644 • • ." .•.. , ........ -~-'-.. , ...... ~"-" ~. ' ," .. ~.' ......... . After recording return to: Gasy Kirk, Esq, LANE POWELL SPEARS LUBERSKY, LLP 1420 Fifth Av~ Suite 4100 Seattle, WA 98101-2338 .' (Space Above for Recorder'. Use) COCo, ;t L.f 1 STATUTORY WARRANTY DEED ~ Grantor: Renton Village A.s5ociates, I Waahington gcnetll partnership ~ Grutee: RVA Ceutec llC, a Washington 1imited liability company N LepJ Dacriptioll: Lot C, City of Rcnlon LLA No. 001-88, Kina County Recording Q No. 8911139006 ~ Tu Pand No.: 192305-9043 FU,ED FOR RECORD AT THE REQUEST OF ~ TRANSNATION TITLE INSURANCE CO. a') TIm GRANTOR, RENTON VIlLAGE A1iSOCIATES, a WaWngton general partnership, for and in consideration ofTen and NaltOO Dollm (SIO.OO) and other good and valuable consideration in baDd paid, COIlVC)'S and WIlTID1I to Gramee, RVA CENTER UC, I Washington \imited liability company, the foUowing property situated in the City ofRcnlon, County of King, State ofWuhinst0n: Lot C of City of Reoton Lot Line AdjUJtmcnt No. 00 1-88, acwrding to Lot Line Adjulltrnent recorded under King County R.ccording No. 8911139006. DATEDtJ:U'~dsyof ~~ ,1998 RENTON Vll.LAGE ASSOCIATES, a Wubington general partnership o· o , • • I ! I , I J . '" ~ ,: .. r·,_ ; .. '." ..... .' J. . -:.. .... ~ 0 ..... ,._ . ,... '_t ........... -..~ ~ •••• 1.... ~""""':, •• ' ' •.• ".:';'., ,;.' ~ ...... _ • .... ,. • ............ ~,' ..... _____ P_ &' .................. _",,-0, .. , ......... "(_." ........ "" .I· ............. ·_~ ............. · .•• "._~ ... _ ••............... _~_~ /. ~ .... ---.... STATEOFWASHlNGTON ) )u. COUNTY OF KING ) On ~S r / f' , 1998, before me, the W1denigned Notary Public in and for &aid IIa1e, pc:nonaIly appeared MICHAEL SANDORFFY, pc:nona1ly kDown to me (or proved to me 011 the baIis of satiJW:tory evideoce) to be the ptrIOD whoac name it IUbaibod to the within inItrumeat, and aclcnowlcdgcd to me that he ctecuted the same ill biJ authorized capecily, and thBt by hi. sipdure on the inItnunc:nt the penon, or the entity upon behalf of which the penon acted, cx.coued the instrumeot. Il.ATTU)IOlI' vi 2 - - l o o ./ RETURN TO: Republic Title of Texas, Inc. 300 Crescent Court, Suite 100 Dallas, Texas 75201 Attention: Janell Davidson o • MORTGAGE, DEED OF TRUST AND SECURITY AGREEMENT GrantorfMortgagor: RVA CENTER LLC, 6b 1':<4-," I a Washington limited liability company LOBO No. 400029270 Trustee: TRANSNATION TITLE rNSURANCE COMPANY Grantee/Beneficiary: AMRESCO CAPITAL, L.P., a Delaware limited partnership Legal description (abbreviated -filII shown on page Exhibil A attached hereto): Lot C Renton LLA No. 001-88, Recorded 8911139006 Assessor's Tax Parcel No. 192305-9043-07 !. ",),:; i r ~'Jf.ltJ At Tr;:: r,E'J;J~SI :- ., .; .• ",,,\A'!"IOi'i TITLE INSURANCE CO THIS MORTGAGE, DEED OF TRUST AND SECURJTY AG'REEMENT,(as the same may from time to time be extend~d, renewed or modified, the "Mortg8iC"), is made as of September 1, 1998, by RVA CENTER LLC, a Washington limited liability company ("Mor1~aior"), having its principal place of business at 800 Fifth Avenue, Suite 3700, Seattle, Washington 9l! 104; Transnation Tille Insurance Company (the "~"), the truslee hereunder to the extent that this Mortgage operates as a deed of trust; 31,d to AMRESCO CAPITAL, L.P., a Dela ware limited pannership("Mortgagcc"), having its principal place ofbusiness at 700 North Pcarl Street, Suite 2400, LA )42. Dallas, Texas 75201-7424, Anention: Loan Servicing, the mortgagee hereunder to the extent that this Mongage operates as B mortgage, the grantee ~ t j j J p I~O .'1 If , . - o o o • hereunderto the extent that this Mortgage operates as n deed to secure debt and the beneficiary hereunder to the extent that this Mortgage operates as a deed of trust. To secure (i) the payment oran indebtedness (the "L2anOO) in the original principal sum of EIGHT MI LUO\! FIVE HUNDRED FIFTY THOUSAND AND NOIIOO DOLLARS (S8.550.00000), lawful money of the Unitec Slates of Americn, to be paid with interest according to a certain note dated the date hereof mnde by Mortgagor to Mortgagee (the note together with all extensions, renewals or modificationsthereofbeing hereinafter collectively called the "~"), and all other sums, liabilities and obligations constituting the Debt (as defined in the Note), (ii) the payment of all sums advanced or incurred by Mortgagee contemplated hereby, and (iii) the performWlcc of the obligations and covenants herein contained, Mortgagor has mortgaged. given. granted. bargained,sold.alienated.enfeoffed,conveyed,confinned, warranted. pledged, assigned, and hypothecated and by these presents does hereby mortgage, give, grant, bargain, sell, alien, enfeoff, convey, confirm, warrant, pledge, assign and hypilthecatcunto Mortgagee andlor Trustee, the real property desclibed in Exhibit A attached hereto (the OO~") and Ihe buildings, structures, fixtures, additions. enlargements, extensions, modifications, repairs, replacements and improvements now or hereafter located thereon (the "lmProyements"); TOGETHER WITH: all right, title, interest and estate of Mortgagor now owned, or hereafter acquired, in and to the following property, rights, interests and estates (the Premises. the Improvements together with the following property, rights. interests and estates being hereinafter described are collectively referred to herein as the "Moo~agcd Property"): (a) all easements, rights-or-way, strips and gores or land, streets, ways, alleys, passages, sewer rights, '0\ aler, water courses, wiler rights and powers, air rig~ ts and development rights. and all estates, rights. titles, inlerests, privileges, liberties, tenements, hereditaments and apl=-urtenances of any nature whatsoever, in Wly way be;onging, relating or pertaining to the Premises and the Improvementsand the reversion and reversions, remainder and remainders, and all land lying in the bed of any street, road or avenue, opened or proposed, in front of or adjoining the Premises,to the center line thereof and all the estates, rights, titles, interests, dower and rights of dower, curtesy and rights of curtesy, property, possession, claim and demand whatsoever, both at law and in equity. of Mortgagor of, in and to the Premises and the Improvements and every pM and parcel thereof, with the appurtenances thereto; (b) all machinery. fumishing~. equipment. fixtures (inchiding' but not limited to all heating. air conditioning. plumbing, Iightint;. wmmunications and elevator fixtures) and other property vr every kind and nature (hereinafter collectively called the "EQuipment"), whether langible or intangible. whatsoever owned by Mortgagor, or in which Mortgagor has or shall have an interest, now or hereafter located upon the Premises and the Improvements, or appurtenant thereto, ar,d usable in connection with the present or future operation and occupancy uf the Premises and the ImprovelT'entsand all building equipment, materials and supplies of any nature whatsoe\'er owned by Mortgagor. or in which Mortgagor has or shall have an interest, now or • ) I 25X 10 - o • hereafter located upon the Premises and the Improvements, or appurtenant thereto, or usable in connection with the present or future operation, enjoyment and occupancy of the Premises and the Improvements, including the procceds of any sale or transfer of the foregoing, and the right. title and interest of Mortgagor in and to any of the Equipment which may be subject to any security interests, as defined in the Uniform Commercial Code, as adopted and enacted by the State or States where any of the Mortgaged Property is localed (the "Uniform Commercial Code") superior in lien to the lien of this Mortgage; (c) all awards or payments, including interest thereon, which may heretofore and hereafter be made with respect to the Premises and the Improvements, whether from LS,e exercise of the right of eminent domain or condemnation (includin!! but not limited to any transfer made in lieu of or in anticipation of the ~)(ercise of said rights), or for a change of grade, or for any other injury to or decrease in the value of the Premises and Improvements; (d) all leases. subleases and other agreements affecting the use, enjoyment or occupancy of the Premises and the Improvements heretofore or hereafter entered into (including, without limitation, any and all security interests, contractual liens and security deposits) (the "Will") IIIId all income, rents, issues, profits and revenues (including all oil and gas or other mineral royalties and bonuses) from the Premises and the Improvementswhetherpaid or accruing before or after the filing by or against Mortgagor of any petition for relief under II.U.S.C. § IO I C1 s.eQ. (the "Bankruplcy Code") (the "Rs:nls") and all proceeds from the sale or other disposition of the Leases and the right 10 receive and apply the Rents to the payment of the Debt; (e) all procccdsofand any unearned premiurnson any insurance policies covering the Mortgaged Property, including, witl".out limitation, the right to rcceiveand apply the proceeds of any insurance, judgments. or settlements made in lieu thereof, for damage to the Mortgaged Property; (I) the right. in the name and on behalf of Mo:tgngor. to appear in and defend any Dction or proccedingbrought 'vith respeclto the Mortgaged Property and to commence any action ur proceed;J1g to prolee! the interest of Mortgagee in the Mortgaged Property; (g) all accol!IIts, escrows, documents, instruments, chattel paper, claims, deposits and general intangibles. as the foregoing terms arc defined in the Uniform Commercial Code, and all contract rights. franchises. books. contracts, certificates, records, plans, specifications, permits. licenses (to the extent assignable), approvals, actions. and causes of action which now or hereafter relate to, are derived from or are used in c"nncction with the Premises, or the usc, operation, construction. management, maintenance, occupancy, operation, or enjoyment thereof or the conduct of any business or activities thereon (hereinafter collectively cp!led the "Iotaniibles"); (i 'Ln;AL\WP\At'IPI(j~M(\I)[Al5\~H;T{)NVI\M[)()nA UIO ·3· o - - o o ) o o - (h) all rcfWlds, rebatesor credits in connection with a reduction in real estate taxes and assessments charged against the Mortgaged Property as a result of tax certiorari or any application or proceedings for reduction; (i) all proceeds of the conversion, voluntary or involuntary, of any of the foregoing including, without limitation, proceeds of insurance and condemnation awards, into cash or liquidation claims; and (j) any and all proceeds and products of any of the foregoing and any and all other security and collateral of any nature whatsocver, now or hereafter given for the repayment of the Debt and the performance of Mongagor's obligations under the Loan Documents (as defined in the Note), including(wilhout limitation) the Tax and Insurance Escrow FWld (hereafter defined), and the Replacement Escrow Fund (hereafter defined), and all other escrows established with Mortgagee by Mortgagor. TO HAVE AND TO HOLD the above granted and described Mortgaged Property unto and to the use and benefit of Mortgagee andlorTrustee, and their successors and assigns, forever; PROVIDED, HOWEVER. these presents are upon the express condition that, if Mortgagor shall well and truly pay to Mortgageethe Debt at the time and in the manner provided in the Note and thi. Mortgsec and shall well and truly abide by and comply with each and every covenant and condition set forth herein. in the Note and in the other Loan Docwnents in a timely manner, these presents and the estate hereby granted shall cease, terminate and be void; AND Mortgagorrepresenl,nnd warrants to and covenants and agrees with Mortgagee as follows: I. Paymenl of Debt and locoq)Oratjoo of Covenants Coodj!joo~ and AucemeolS. Mortgagor will pay the Debt at the time and in the manner provided in the Note and in this Mortgage. Mortgagor will duly and punctually perform all of the covenants, conditions and agreements contained in the Note, this Mortgage and the other Loan Documents all of which and with the same force as if fully set forth herein. 2. Warranty ofTjlle. Mortgagor warrants that Mortgagor is.the sole owner of and has good. legal, marketable and insurable fee simple title to the Mortgaged Property and has the full power, aUlhorityand right to execute, deliver and perform;ts obligations under this Mortgage and 10 encumber, mortgage, give, grant, bargain, sell, alienate, enfeoff, convey, con finn, pledge, a~sign and hypothecate the same and that Mortgagor posscsses an unencumbered fec esLate in the Premises and the Improvements and thal it owns the Mortgaged Property free and clear of all liens. encumbrances and charges whatsoever except for those exceptions shown in the title in$urance policy insunng the lien of this Mortgage and that this Mortgage is und will remain a \ slid and enforceable (lI·st lien on and security inlerest in the Mortgaged Property, subject only (; ILf.GIILIWPVoCLP.GSMC\Dc"LSIRtN TONVIIMWTSII 010 .4- .-~:-... .,.;.:. . ..:....:.-.-~ . . ) I I J .. 25X 10 ~. • ~. • " ~ -' • 1 : " • • • r' """4O ,'~ ~-.. ',. -~ • - o () / o o • to said exceptions. Mortgagor shall forever warrant, defend and preserve such title and the validity and priority of the lien of this Mortgage and shall forever warrant and defend the same to Mortgagee andlor Trustee against the claims of all persons whomsoever. 3. ~. Mortgagor, at its sole cost and expense, will keep the Mortgaged Property in~ured during the entire term of this Mortgage for the mutual ber.efit of Mortgagor and Mortgagee against loss or damage by fire and against loss or damage by other risks and hazards covered by a stnndard extcndcd coverngc insurance policy and included within the classification "All Risks ofPhysicaJ Loss" including, but not limited to, riot and civil commotion, vandalism, malicious mischief, burglary and theft. Such insurance shall be in an amount (i) equal to the greater of (a) or (b), as follows: (a) the lesser of tht then full replacement cost of the Improvements and Equipment, without deduction for physical depreciation, or the outstanding amoWlt of the Debt, or (b) the amount specified in the agreed value clause of the policy, which must be in an amoWlt required by the insurer to suspend any co-insurance clause, and (ii) with extended coverage in amoWlts sufficient such that the insurer would not deem Mortgagor a co-insurer under said policies. The policies of insurance camed in accordance with this paragraph shoJI be paid annually in advance and shall contain the "Replacement Cost Endorsement" with a waiver of depreciation. (a) Mortgagor, at its sole cost and expense, for the mutual benefit of Mortgagor and Mortgage" shall also obtain and maintain during the entire term of thi. Mortgage the foHowing policies of insurance: i) Flood insurance if any pM of the Mortgaged Property now (or subsequently determined to be) is located in fJl area identilied by the Federal Emergency Management Agency as an areD having special flood hazards and in which flood insurance has been made available under the National Flood Insurance Act of 1968, the Flood Disaster Protection Act of 1973, or the National Flood Insurance Reform Act of 1994 (and any amendment or successor act thereto) in an amount at least equal to_ the lesser of the full replacement cost of the Improvements and the Equipment, the outstanding prinCipal amount of the Note or the m:u..imum limit of coverage available with respect to the Improvements and Equipment WIder said Act. Mongagor hcreby ulp'ees to pay Mortgagee such fees lIS may be pel1llined under Dpplicable Inw for the costs incurred by Mortgagee in determining, from time to tim'!, whether the Mongaged Property is then located within such area. ii) Comprehensive General Liability insurance, including broad form propcny damage. blanket contractual Wld personal injuries (including death resulting therefrom) coverages and containing minimum limits per occurrence of $1,000,000.00 for the Improvements and the Prerr.ises with excess umbrella coverage in an amoWlt of at least $ I million arising out of anyone occurrence, except that if any buildings contain elevators, the minimum limits per occurr.:nce shall be $2,000,000.00. ti \1.(GAI.\WI'\ACLr\('~M('Ur,.t,I..~\RENTONVI\MOOTS'" 010 -5- .-_. ------_._---_._-.~-=====~======--. ~) I 1 j I 1 I J { I ! i I I • • ... • ~. • I ~. "', • • • .' ~ ". - - o o o \J o • ii i) Rental loss insurance in an amount equal to the aggregate annual arnm'nt of all rents and ~dditional rents payable by all of the tenants under the Leases (whether or not such Leases are terminable in the event of a fire or casualty). such rental loss insurance to cover rental losses for a period of at least one year after the date of the fire or casualty in question. The amount of such rental loss insurance shall be reviewed annually and shall be increased from time to time during the term ofthis Mortgage as and when rent increases occur under Leases previously in place and lIS a result of new Leases, and as renewal Leases are entered into in accordance with the terms of this Mortgage. to reflect all increased rent and increased additional rent payable by nil of the tenants under all such Leases. iv) Insurance against loss or damage from (I) leakage of sprinkler systems, and (2) explosion of steam boHen;, air conditioning equipment. high pressure piping, machinery and equipment. pressure vessels or similar apparatus now or hereafter installed in the Improvements and including broad form boiler and machinery insurance (without exclusion for explosion) covering all boilers or other pressure vessels, machinery and equipment located in. on. or about the Premises and the Improvements. Coverage is required in an amount 3tleast equal to the full replacement cost of such equipment and the building or buildings housing same. Coverage must extend to electrical equipment. sprinkler systems, heating and air conditioning equipment, refrigeration equipment and piping. v) If the Mortgaged Property includes commercial property, worker's compensation insurance with respect to any employees of Mortgagor, as required by any governmental authority or legal requirement. vi) If required by Mortgagee, Earthquake or sinkhole insurance if available in the area where the Mortguged Property is locnted in an amoum 8t lcast equal to the outstanding principal amount of th~ Note or the maximum limit of coverage available. whichever is less. vii) Such other insurance as may from time to time be reasonably required by Mor1gDgee in order to p';otect its interests. (b) All policiesofinsurance(the "E2J..iOOn) required pursuant 10 Section 3: (i) shall contain a standard noncontributory mortgagee clause naming MOr1gagce as the person to which all paymenL~ made by such insurance company shall be paid, (ii) shall be maintained throughout the term of this Mortgage without cost to Mortgagee. (iii) shall contain such provisions as Mortgagee deems reasonably IICCCSsary or desirable to protect its interest including. without limitation. endorsements proViding that neither Mortgagor. Mortgagee nor any other party shall be a co-inswer under SlIid Policies and that Mortgagee slulllrcceive at least thirty (30) days prior (i ~.~(iAI.'.WI".A('lI'\GSM~tAl-'>"lR.ENTONVI\'100TS.\ 010 -6· ._ ......... _'-..... 1.-"" - - l o· o .. written notice or, of any modificntion,redu;:tion or cancellation,(iv) shall be for a term of not less than one year, (v) shall be issued by an insurer licensed in the state in which the Mortgaged Property is located, (vi) shall provide that Mortgagee may. but shall not be obligated to, make premium payments to prevent any cancellation, endorsement. alteration or reissuance, and 8uch pay ments shall be accepted by the insurer to prevent same, (vii) shall be satisfactory in form and substance to Mortgagee and shull be approved by Mortgagee as to amounts, form, risk coverage, deductiblcs, loss payees and insureds, and (viii) shall provide that all claims shall be allowable on events as they occur. Upon demand therefor, Mortgagorshall reimburse Mortgagee for all of Mortgagee's (or its servicer's) reasonable costs and expenses incurred in obtaining any or all of the Policies or otherwise causing the compliance with the terms and provisions of this ~ l. including(withoutlimitation) obtaining updated flood hazard certificates and replacement or any so-called "forced placed" inswance coverages. All Policies required pursuant to subsections 3(0) and 3(b) shall be issued by an insurer with a claims paying ability rating of "A" or better by Standard & Poor's Corporation or A:VIII or better by A.M. Best as published in Best's Key Rating Guide. Mortgagor shall pa:,' thc premiums for such Policies (the "Insurance Premjums") as the same become due and payable (unless such Insurance Premiums have been paid by .Mortgagee p~lJant 10 Section 5 hereof). Not later than thirty (30) days prior to the L,) expiration date of each of the Pol icies, Mortgagor will deliver to Mortgagee satisfactory evidence If) of the renewal of each Policy. If Mortgagor receives from any insurer any written notification ('":) or threat of lll1y actions Dr proceedings regarding the non-compliance or non-conformity of the ~ Mortgaged Property with any insurance requirements. Mortgagor shall give prompt notice thereof o to Mortgagee. :') ~ O'l (c) In the event of the entry of a judgment of foreclosure, sale of the Mortgaged Property by non-judicinl foreclosure sale. or lelivery of a deed in lieu of foreclosure, Mortgagee hereby is authorized (without the consent of Mortgagor) to assign any and all Policies to the purchaser Dr transferee thereunder, Dr to take such other steps as Mortgagee may deem advisable to cause thc interest of such trunsferl."c or purchaser to be protected by any of the Policies without credit or allowance to Mortgagor for prepaid premiums thereon. (d) In the event that each of the following conditions is satisfied, Mortgagee shall make the net amount of nil insurance proceeds actually received by Mortgagee pursuant to this Mortgage as a result of any fire or other casualty, after deduction Dr its reasonable costs and expenses (including, without limitation, architects' ,anomeys',enginccrs' and other consult2.nts' and professionals' fees and disbursements},lf any, in connection therewIth (the "Nel Proceeds"). available to Mortgagor for the restoration in accordance ·..vith the provisions of this Subsection 3(d): i) no Event of Default shall have occurred and be continuing under the Note, this Mortgage or any "f the oth.:r Loan Documents; G \L[GAI.\WPlArl.P\GS~fClOEAI.S\RENTONVIIMOOTSA 010 -7- i 1 i I I 1 I - - -'-" I o o o • ii) the Net Proceeds in connection with such casualty shall not exceed the outstanding amount of the Debt; iii) if the Net Proceeds shall exceed One Hundred Thousand Dollar. ($100,000.00), a licensed engineer or architect acceptable 10 Mortgagee shall have delivered to Mortgagee a certificate estimating the cost of fully completing the restoration and a schedule of the time required therefor. which schedule shall indicate that the restoration can be completed prior to the earlier of (a) the Maturity Date (as defined in the Note), and (b) the date occwring twelve (12) months after the date of the casWJ.lty; iv) Mortgagor shall commence the bidding process for restoration as soon as rea.'Xlnably practicable(bul in no event later than forty-five (45) days after such damage or destruction occurs) and shall diligently pursue the same to satisfactory completion in a good and workmanlike manner; v) Mortgagee shall be satisfied that any operating deficits which will be incum:d with respect to the Property as a result of the occurrence of any such firc or other casualty, including B reasonable period thereafter for leasing the Property, will be covered out of (a) the Net Proceeds. (b) the rental or business income insurance coverage referred to in Section 3(a)iii). or (c) other funds of Mortgagor; vi) Mortgagee shall be satisfied in its sole discretion that, upon the completion o[the restoration, the gross cash flow and the net cash flow of the Property, taking into consideration any Leases which may be tenninatcd as a result of such casualty, will be restof\~d to a level sufficient to co ~er all carrying costs and operating expenses of the Property, including. without limitation. debt service on the Note at D coverage ratio (after deducting replacement reserve requirements and reserves for tenant improvements and leasing commissions. if applicable from net opt"rating income) of at least 1.25 to 1.0, which coverage ratios shall be detcmlincd by Mortgagor in its sole and absolute discretion on the basis of the Applicable Interest Rate (as defined in the Note); vii) the restoration shall be performed and completed by Mortgagor in an expeditious and diligent fashion, in a good and workmanlike manner in accordance with plans and specificlltions therefor approved by Mongagee (as provided in subsection (c) i) below) and in compliance with all applicable laws; - - viii) Mortgagor shall deliver to Mortgagee evidence satisfactory to Mortgagee (which may include certificates of governmentalauthorities,endorsements to Mortgagee '5 title insurance policy and/or legal opinions) that, [ollo'''';ng the completion of the restoration, the Property and the use thereof will be in compliance with and permitted under all applicable laws; and (; ,lH;AI.'WI"IACLPlGSMl\ulAlSiRf.I,TONVnMOOTSA 010 ·8- I t I I j - -~ o o o o .. ix) Mortgagee shall have received from Mortgagor a certificate certifying that all applicable conditions contained in this Subsection J(d) have been satisfied. (c) The Net Proceeds shall be held by Mortgagee and, until disbursed in accordance with the provisions of Sections 3(d) and (e), shall constitute additional security for the Obligations. Provided all of the conditions set forth in Subsection 3(d) have been III1d remain satisfied, then the following shoJI apply: i) The Net Proceeds shall be disbursed by Mortgagee to, or as directed by, Mortgagor from time to time during the course of the restoration, upon receipt of evidence satisfactory to Mortgagee that (Al all mDterials installed and work and labor perfonned (e);ccpt to the extent that they are to be paid for out of the requested disbursement) in connection with the restoration hav~ been paid for in full, and (13) there exist no notices of pendency, SlOP orders, mechanic's or materialman's lien3 or notices of intention to file same, or any other liens or encumbrances of any nature what:;QCver on the Property arising out of the restoration whieh have not either been fully bonded to the satisfaction of Mortgagee and discharged of record or in the alternative fully insured to the satisfaction of Mortgagee by the title company insuring the lien of this Mortgage, 4. Payment of Other Cmcs. Mortgagor shall pay allasscssments, water rates and sewer renls, ground rents, maintenance charges, other governmental impositions, and other charges, including without limitation vault charges and license fees for the use of vaults, chutes and similar areas adjoining the Premises, now or hereafter levied or assessed or imposed against the Mortgaged Property or any part thereof (the "Other ChElCies") as the same become due and payable. Mortgugor will deliverto Mortgaget: evidence satisfactory to Mortgagee that the Taxes and Other Charges have been so paid or are not then delinquent no later than thirty (30) days fulluwing the date on which the Taxes and/or Other Charges would otherwise be delinquent if not paid. Mortgagor shall not suffer and shall promptly cause to be paid and discharged any lien or charge whatsoever which may be or become a I ien or charge against the Mortgaged Property, and shall promplly pay for all utility services provided to the Mvrtgaged Property. 5. Tax and Insurance Escrow Fund. Subject to the deferment set forth below, Mortgagor shall make an initial deposit to the Tax and Insurance Escrow Fund, as hereinafter defined, of an amount which, when added to the monthly amounts to be deposited as specified below, will be sufficient in the estimation of Mortgagee to satisfy the nc!xt due taxes, assessments, insurance premiums and other similar charges. Mortgagor shall pay to Mortgagee on the first day u; each calendar month (0) one·twelflh of an amount which would be sum~ient to pay all taxes, assessments and other similar governmental impositions (the "~") payable or estimated by Mortgagee to be payable, during the next ensuing twelve (12) months, and (b) one-twelfth of an amount which would be sufficicnl 10 pay the Insurance Premiums due for the renewal of the coverage aI10rded hy the Policies upon the expiration thereof (said amounts in [a] and [b] above hereinJ ncr called thc 'Tax and Insurance Escrow Fund"). Upon 8'1 Event of Default, Mortgagee - - -~ o o o • may, in its sole discretion, retain a third party tax consultant to obmin tux certificates or other evidence or estimates of tax due or to become due or to verify the payment of taxes and Mortgagor will promptly reimburse Mortgagee for the reasonable cost of retaining any such third parties or obtaining such certificates. Al1y unpaid reimbursements for the aforesaid shall be added to the Debt. The Tax and Insurance Escrow Fund and the payments of interest or principal or both, payable pursuant to the Note, shall be added together and shall be paid as an aggregate sum by Mortgagor to Mortgagee. Mortgagor hereby pledges (and grants a lien and security interest) to Mortgagee any and all monies now or hereafter deposited in the Tax and Insurance Escrow Fund as additional security for the payment of the Debt. Mortgagee will apply the Tax and Insur.mce Escrow Fund to payments ofTaxes and Insurance Premiums required to be made by Mortgagor plUSuanl to Sections 3 and 4 hereof. If the amount of the Tax and Insurance Escrow Fund shall exceed the amounts due for Taxes and Insurance Premiums pursuant to Sections 3 and 4 hereof. Mortgagee shall return any excess to Mortgagor, unless an Event of Default exists. In 811~ating such excess, Mortgagee may deal with the person shown on the records of Mortgagee to be the owner of the Mortgaged Property. If the Tax and Insurance Escrow Fund is not sufficient to pay the items set forth in (a) and (b) above, Mortgagor shall promptly pay to Mortgagee, upon demand, an amount which Mortgagee shall estimate as sufficient to make up the deficiency. Upon the occurrence of an Event of Default, Mortgagee shall be entitled to exercise both thc rights of sctoff and banker's lien. if applicable, against the intere5t of Mortgagor in the Tax and Insurance Escrow Fund to the full extent of the outstanding balance of the Debt, application of any such sums to the Debt to be in any order in its sole discretion. Until expended or applied as above provided, any amounts in the Tax and Insurance Escrow Fund shall constitute additional security for the Debt. The Tax and Insurance Escrow Fund shall not constitute II trust fund and may be commingled with other monies held by . Mortgag'~e. Unless otherwise required by applicable law, no eamings or interest on the Tax and Insurance Escrow Fund shall be payable to Mortgagorcven if the Mortgagee or its serviceris paid a fce andlor receives interest or other income in connection with the deposit or placement of such fund (in which event such income shall be reported under Mortgagee's or its servicer's tax identification number, as applicable). Upon payment of the Debt and performance by Mortgagor of all its obligations under this Mortgage and the other Loan Documents, any amounts remaining in the Tax and Insurance Escrow Fund shall be refunded to Mortgagor. Notwithstanding the foregoing, Mortgagee will not require Mortgagor to make deposits to the Tax and Insurance Escrow Fund provided that Mortgagor deposits with Mortgagee at closing an amount equal to six (6) months of insurance premiwns and three (3) months of real estate taxes as CO~lputed from actual 1998 bills or receipts, ~Ihich amounts sholl be held by MOl1gagee in c~row for the term or the loan. Mortgagor shall be required to provide timely evidence of the payment of the real estate taxes and insurance premiums for the Mortgaged Propeny to Mortgagee or its servicer within thirty (30) days vf the respective due dates. 6. Replacemen l Escrow Fund. SubjeGtto the deferment set forth below, Mortgagor shall pay to Mortgagee on the first day of each calendar month, until fully fundc:d, one-twelfth G U.lC"f.\WI'II\Cf.f'\G~M(\OEAL"\Rf.NTONV~.MOOTSA 010 -10- • ) • , :', " ~~. . • . ~ .' , ~ •• ... ,:,' : • .~ • . .. :' J, • .' .'. - o o o o • (lfSO.IS per square foot, which represents the amount reasonably estimated by Mortgagee to be due for replacemenL~ and capital repairs required to be made to the Mortgaged Property (the "R~lacernent Escrow Fund"). Mortgagor hereby pledges (and grants a lien and securi ty interesi) tu Mortgagee any and all monies now or hereafter deposited in the Replacement Escrow Fund as additional security for the payment of the Debt. As required in Section 18 below, Mortgagor shall delivcrto Mortgagee for Mortgagee's review and approval, a capital expenditure budget (the "~") itemizing the replacements and capital repairs which are anticipat~d to be made to the Mortgaged Property during the next immcdiately succeeding calendar year. Mortgagee may, upon no lice to Mortgagor, adjust the monthly amounts required to be deposited into the Replacement Escrow Fund to a monthly amount equal to one-twelfth of the total amount specified in each approved Budget. So long as no Evenl of Default exists and is continuing, Mortgagee shall make disbursements from the Replacement Escrow Fund for items specified in each approved Budget on a quarterly basis in increments of no less than $5,000.00 upon delivery by Mortgagor of Mortgagee's standard form of draw request accompanied by r.npies of paid invoices for the amounts requested and, if required by Mortgagee, lien waivers and releases from all parties fumishing materialsandlor services in connection with the requested payment, delivery uf such certificates and certifications as Mortgagee may require, including but not limited to a new ct:rti[j~tt of occupancy for the portion of the Improvements covered by such repairs, if a new certificate of occUP,lIICY is required by applicable law, or a certification by Mortgagor that no new certificate of occupancy is required and for disbursement requests in excess of S20,OOO.OO, a certification from an inspecting architect or other third party acceptable to Mortgagee dcscr.bing the completed repair.; or capital improvements, verifying the completion of the completed work and the compliance with applicable law and reimbursement of all out-of-pocket inspection fees incurred by Mortgagee. Mortgagee may require an inspection of the Mortgaged Property prior 10 making a quarterly disbursement in order to verify completion of replacements and repairs. Notwithstanding the foregoing and so long as no Event of Default exits and is continuing, Mortgagee shall make disbursements from the ReplacemenlEscrow Fund for third-party invoices in excess of $25,000.00 within thirty (30) days upon receipt of invoice. Mortgagee reserves the right to make any disbursement from the Replacement Escrow Fund directly to the party furnishing materialsandlor services. The Replacemenl Escrow Fund is solely for the protection of Mortgagee and enlails no responsibility or obligation on Mortgagee's part beyond the payment of the costs and expenses described in this section in accordance with the terms hereufand beyond the allowing of due credit for the sums actually receivcd. In the event thai the amounts un derQsit or availab:e in the Replacement Escrow Fund BIe inadequate to pay the costs of such n:pairs or capital expenditure, Mortgagor shall pay the amount of such deficiency. Until expended or applied as above provided, any amounts in the Replacement Escrow Fund shall constitute addit;"nal security for the Debt. Upon the occurrence of an Event of Default, Mortgagee may apply any sums then present in the Replacement Escrow Fund to the payment of the Debt in an;' order in its sole discretion. LI;X)Q payment of the Debt and pcrfonnance by Mortgagor of all its obligations under this Mortgage and the other Loan Documents. any amounts remaining in the Replacement Escrow Fund shall be refunded to Mortgagor. fhe Replacement Escrow fund shall not constitute a trust fund and may be ; . 1 1 i I 25Xlo - - o o ) o o - commingled with other monies held by Mortgagee. Unless otherwise required by applicable law, no earnings or interest on the Replacement Escrow FWld shall be payable 10 Mortgagor even if the Mortgagee or its servicer is paid a fee and/or receives interest or other income in connection with the deposit or placement of such fund (in which e',enl such income shall be reported under Mortgagee's or its servicer's \aX identification number, as applicable). Notwithstandingthe foregoing, Mortgagee will not require Mortgagor to make deposits to the Replacement Escrow Fund as long as the Mortgaged Property is maintained as required by the Loan Documents and such maintenance can be confirmed by regular inspections by Mortgagee or its servicerand no Event of Default exists beyond sixty (60) days. After sixty (60) days of an Event of Default, Mortgagee will require Mortgagor to fund the Replacement Escrow Fund through monthly deposits as set forth above from the date of the Event of Default. These monies will be released to Mortgagor for reimbun;ement of exterior, structural. HV AC and mechanical improvements and repairs. 7. Condemnation. Mortgagor shall promptly give Mortgagee written notice of the IlCtual or threatened commencement of any condemnation or eminent domain proceeding and shall deliver to Mortgagee copies of any and all papers served in cOMection with such proceedings. Mortgagee is hen:by irrevocably appointed as Mortgagor'sattomey-in-fact,eoupled with an interest, with exclusive power to collect, receive and retain any award or payment for said condemnation or eminent domain and to make any compromise or settlement in cOMection with such proceeding, subject to the provisions of this Mortgage. Notwithstanding any taking by any public or quasi-public authority through eminent domain or otherwise (including but nol limited to lIDy transfermad! in lieu afor in anlieipationof the exercise of such taking), Mortgagor shall continue to pay the Debt at the lime and in the maMer provided for its payment in the Note, in this Mortgage and the other Loan Documents and the Debt shall not be reduced unlil any award or payment therefor shall have been actually received aftcr expenses of collection and appl ied by Mortgagee to the discharge of the Debt. Mortgagee shall not be limited to the interest paid on the award by the condemning authority but shall be entitled to receive out of-the award interest at Ihe rate or rates provided in the Note. Mortgagor shall cause the award or payment made in any condemnation or eminent domain proceeding, which is payable to Mortgagor, to be paid directly to Mortgagee. Mortgagee may apply any such award or payment to the reduction or discharge of the Debt whether or not then due and pnynble (such application to be without the ;Jrepayment consideration provided in the Note, except that if an Event of Default, or an event which with notice andlor the passage of time, or both, would constitUte· an Event of Default, has occurred, then such application shall be subjcct to the full prepayment considcm.ion computed in accordance with the Note). If the Mortgaged Property i~ sold, through foreclosure or otherwise, prior to the receipt by Mortgagee of such award or payment, Mortgagee shall have the right, whether or not a deficiency judgment on the Note shall have been sought. recovered or denieJ, to receive said award or payment, or a portion thereof suflicientto pay the Debt. • ) ) , I j • 1 j I ! t I 25X!O - - o o • S. Representatjons Concemjn~ Loan. Mortgagor represents, warrants and co\'enants as follows: (al Mortgagor has no defense to the payment in full of the Debt that arises from ~pplicable local, sUIte or federal laws, regulations or other requirements. None of the Loan Docurr.ents are subject to any right of rescission, set-off, abatement,diminution, counterclaim or defense, including the defense of usury, nor will the operation of any of the terms of any such Loan Documents, or the exercise of any right thereunder, render any Loan Documents unenforceable, in whole or in part, or subject to any right of rescission, set-off, abatement, diminution, counterclaim or defense, including the defense of usury, and no such right of reseission,set-oIT,abatemer.t, diminution,counterc\aimor defense has been, or will be, asserted with respect thereto. (b) There is no action, suit or proceeding,judicial administrative or oilierwisepending or, to the best of Mortgagor's knowledge threatened or contemplated against Mortgagor or against L,) or affecting the Mortgaged Property that (i) has nol been disclosed to Mortgagee and has a V') materi::!, adverse effect on the Mortgaged Property or Mortgagor's ability to perform its Mobligaliuns under any Loan Document or (ii) is nol adequately covered by insurance, each as ~determined by Mortgagee in its sole and absolute discretion. ~ (c) All certifications, permits and approvals, including, without limitation,certificates ~f compi.:tion and uccupancy permits required for the legal use and occupancy of the Mortgaged Cffroperty, have been obtained and arc in full force and effect. The Mortgaged Property is in good repair. good order and good condition and free and clear of any damage that would affect materially and adversely the value of the Mortgaged Property as security for the Debt and the Mortgaged Property has not been materially damaged by fire, wind or other casualty or physical condition (including, withoullimitalion, any soil or geological condition), which damage has not been fully repaired. There arc no proceedings pending or threatened for the partial or total condemnation of the Mortgaged Property. (d) All of the Improvements which were included in dctennining the appr.uscd value of the Mortgaged Property lie wholly within the boundaries IUld building restiiction lines of the Mortgaged Properly, and no improvements on adjoining properties encroach upon the Mortgaged Property • and no easements or other encwnbrances up',n the Pr~mises en<;rQach upon any of the improvements, so as tn affect the value or marketability of the Mortgaged Property except for immaterial encroachments which do not adversely aITect the security intended to be provided by this Mortgage or the usc, enjo)'ment. value or marketability of the Mongaged Property. All of the ImprovemenL~ comply wilh all material requirements of any applicable zoning and suhdivision laws and ordinances. (e) The Mortgaged Property is not subject to &J\y leases or operating agreements other than the leases and the operating agreements, if any, described in the rent roll delivered to to d.EUAL,I\'P'v\\:lPlCiSMl'ObIU"\J(£NTlINVIIMOOTSi\OIO ·13- • ) " ~~. ~ v • .., _-.". . v..... i 1 l I o 2sxlo - - o o • Mortgagee in connection with this Mortgage, and all such Leases and agreements are in full force and effec!. No person has any possessory interest in the Mortgaged Property or right to occupy the same except under and pursuant to the provisions of the Leases and any such operating agreements. (t) All financial data, including. without limitation. statements of cash flow and income and operating expenses. delivered to Mortgagee by. or on behalf of Mortgagor are (i) true and correct in all material respects; (ii) accurately represent the fmancial condition of Mortgagor or the Mortgaged Property as of the date thereof in all material respects; and (iii) to the extent reviewed by an independent certified public accounting firm. have been prepared in accordance with generally accepted accounting principles consistently applied throughout the periods covered. (g) The survey of the Mortgaged Property delivered to Mortgagee in connection with this Mortgage, has been performed by a duly licenscdsurveyoror registered professional engineer in the jurisdiction in which the Mortgaged Property is situated and. to the best of Mortgagor's knowledge. does not fail to reflect any material matter affecting the Mortgaged Property or the title lhereto. (h) The Loan evidenced by the Loan Documents complies with. or is exempt from, applicable state or federal laws, regulalions and other requirements pertaining to usury and any and all other requirements of any federal, state or local law. (i) The Mortgaged Property is loalted on a dedicated. all-weather road, or has access to an irrevocable easement permitting ingress and egress which are adequate in relation to the premises and location on which the Mortgaged Property is located. 0) The Mortgaged Property is served by public utilities and services in the surrounding community. including police and fire protection, public transportation. refuse removal. public education, and enforcement of safety codes which are adequnte in reilltion to the rr~mises and location on which the Mortgaged Propcrty is localed. (k) The Mortgaged Property is serviced by public water and sewer systems which are udequatc in relation to the premises and location on which the Mortgaged Property is located. (I) The Mongaged Property has parking and other amenities necessaJ) for the operation of the business currently conducted thereon which are adequate in relation to the premises and location on which the Mortgaged Property is located. (m) The Mortgaged Property is a conliguous parcel and a separate tax parcel. and there are no delinquent Taxes or other outstanding charges adversely affecting the Mortgaged Property. u ,LWALIWI"IACLPlliSM00FALSIRH.rrONvnMOOTSA.OIO ·14- • ) _....,.~.a. ~ __ ...... _ . = p I I j 1 I I I I o 25~ Ir • .. -.' .) ~ \,'" • 1 '. -','''. • ~ ,", • - - ,~ I o o o o • (n) The Mortgaged Property is not relied upon by. and does not rely upon. any building or improvement not part of the Mortgaged Property to fulfill any zoning. building code or other governmental or municipal requirement for structural support or the furnishing of any essential building systems or utilities, except to the extent of any valid and existing reciprocal easement agreements shown in the title insurance policy insuring the lien of this Mortgage. (0) No action, omission, misrepresentation, negligence. fraud or similar occurrence has taken place on the part of any person that would reasonably be expected to result in the failure or impainnent of full and timely coverage under any insurance policies pro·tiding coverage for the Mortgaged Property. (p) There are no defaults by Mortgagor beyond any applicable grace period under any contract or agreement (other than this Mortgage and the other Loan Documents) that binds Mortgagor and/or the Mortgaged Property, including any management, service, supply, security, maintenance or similar coutracts; and Mcrtgagor has no knowledge of any such default for which notice has not yet been given; and no such agreement is in effect with respect to the Mortgaged Property that is not capable of being terminated by Mortgagor on less than thirty (30) days notice except as previously disclosed to Mortgagee by a delivery of a copy of all such agreements. (q) The representations and warranties contained in the Closing Certificate executed by Mortgagor in connection with the Note (which certificate constitutes one of the Loan Documents) arc true and correct and Mortgagor shall observe the covenants contained therein. 9. Sin~le Puox>se Entity/Scpamtcness. Mortgagor represents, warrants and covenants aq fullows: (a) Mortgagor docs not own and will not own any asset or property other thall (i) the Mortgaged Property, and (ii) incidental personal property necessary for the ownership or operation of the Mortgaged Property. (b) Mortgagor will not engage in any business other than the ownership, management and operdlion of the Mortgaged Property and Mortgagor will conduct and operate its business as presently conducted and operated. (c) Mortgagor will not enter into any contract or B~~ent with any party which is directly or indir~ctly controlling,controlled by .J[ under common control wi:h Borrower, except upon tenns and conditions that arc intrinsically fair and substantially similar to those that would be available on an arms-length basis with third parties. (d) Mortgagor has not incurred and will not incur any indebtedness, secured or =ured, direct or indirect, absolute or contingent (includingguaranteeingany obligation),o\her than (i) the Debt, and (ii) trade and operational debt incurred in the ordinary coun;e of business Ci \1.F.C;Al\WP\AClf'\C;5MC\lJ<ALS\RHITU~VI\MOOTSA.OIO -15- • .' ,._~. -l_'-....... _ • ., .~ ... _ . , .. , " I I I I 1 ! ~ i - - l o o ) () o .. with trade creditors and in amounts as are nonnal and reasonable under the circumstances. No indebtedness other than the Debt may be secured (subordinate or PAri jla,lli\) by the Mortgaged Property. (e) Mortgagor has not made and will not make any loans or advances to any third puny. any Affiliate or any constituent party of Mortgagor. (I) Mortgagor is and will remain solvent and Mortgagor will pay its debts from its a~selS as the same shall become due. (g) Mortgagor has done or causcrl to be done and will do all things necessary, to preserve its existence, and Mortgagor will not amend, modify or otherwise change the partnership certificate, partnership agreement, articles of incorporation and bylaws, trust, certificate of organization, operating agreement or other organizational documents of Mortgagor in a manner which would adversely affect the Mortgagor's existence as B single-purpose entity. (h) Mortgagor will maintain books and records and bank accounts separate from those of its Affiliates and any constituent party of Mortgagor, and Mortgagor will file its own tax returns. (i) Mortgagor will be, and at all times will hold itself out to the public as, a legal entity separate and distinct from any other entity (including any constituent party of Mortgagor). (j) Mortgagor will preserve and keep in full force and effect its existence, good standing and qualification to do business in the state in whi:h the Mortgaged Property is located. (k) Mortgagor will maintain adequate capital for the nonnal obligations reasonably foreseeable in 8 business of its size and character and in light of its contemplated business operations. (I) Neither Mortgagor nor any consti (uent party of Mortgagor wi II seek the disso lulion or winding up, in whole or in part, of Mortgagor, nor will Mortgagor merge with or be consolidated into any other entity. (m) Mortgagor will not commingle the funds and other aSse1s of Mortgagor with those of any constituent party of Mortgllgor or any other person. (n) Mortgagor hilS and will maintain its assets in such a manner that it ..... ill not be costly or dimcult 10 segregate, ascertaill or identify its individual assets from those of any constituent party of Mortgagor or any other person. G\I.F.GAI.\\\'I'\AC'I.I'IGSMc\oEAIS'flENTONVJ\MOOTSA.OIO -16· • ) , , 2sxll ~ __ ,-,,"'.:.~ '., • .' oJ • " ~ • , • .~.."" ~ " ... - III .... o o .. (0) Except as prl.lvidedunder Section 63 below. Mortgagordoes not and will not hold itself out to be responsible for the debts or obligations of any other person (provided, that the foregoing shall not prevent Mortgagor from being and holding itself responsible for expenses incum:d or obligations undertaken by the property manager of the Mortgaged Property in respect of its duties regarding the Mortgaged Property). (p) Mortgagor shall obtain ancl maintain in full force and effect, and abide by and satisfy the material terms and conditions of, all material permits,licenses, registrations and other uuthoriZlltions with or granted by any governmental authorities that may be required from time to time with respect to the performance of its obligations under this Mortgage. 10. Maintenance of Mortiaied Property. Mortgagor shall cause the Mortgaged Property to be operated and maintained in a good and safe condition and repair and in keeping with the condition BIld repair of properties of a similar use, value, age, nature and constructic.n. Mortgagor shllll not use, maintain or operate the Mortgaged Property in any manner which constitutes a publicor private nuisance or which makes void, voidable,or cancelable,or increases the premium of, BIlY insurance then in force with respect thereto. The Improvements and any Equipment necessary for the operation of the Mortgaged Property shall not be removed, demolished or materially altered (except for nonnal replacement of the Equipment) without the consent of Mortgagee. Mortgagor shall promptly comply with all laws, orders and ordinances affecting the Mortgaged Property, or the use thereof. Mortgagor shall promptly repair, replace or rebuild any part of the Mortgaged Property which may be destroyed by any casualty, or become damaged, worn or dilapidated or which may be affected by any proceeding of the character refcrred to in ~ hereof and shall complete and pay for any structure at any time in the process of construction (r repair on the Prel nises. II. \Jse of Mort~a~ed Property. Mortgagor shall not initiate,join in, acquiesce in, or . consent to any change in any private restrictive covenant, zoning law or other publie or private restriction,limiting the uses which may be made of the Mortguged Property or any part thereof, nor shall Mortgagor initiate, join in, acquiesce in. or con~:nt to any zoning change or zoning matter negatively affecting the Mortgaged Property. If under applicable zoning provisions the use of all or any portion of the Mortgaged Property is or shall become a nonconforming usc. Mortgagor will not cause or permit such nonconforming use to be discontinued or abandoned witho~t the express written consent of Mortgagee. Mortgagor shall not permit or suffer to occur any waste on or to the Mongaged Property or to any portion thereof imd shall not take any steps wha,soever to conv~n the Mongaged Property. or any portion thereof, to a condominium or cooperative form of management. Mortgagor will not install or permit to be insLalled on the Prcmi ses any underground storage tank or above-ground storage tank without the written consent of Mongagee. 12. Transfer or Encumbrance of the MQrtga~kd~. (a) Mortgagor acknowledges that Mortgagee has examined and relied on the creditworthiness and experience V IL[vALII'i''''ClI'I(;SM('U[AU;IJlEN10NVIIMDOTSA.OIO -17- - - .-.... 1 o o o • of Mortgagor in owning and operating properties such as tht' Mortgaged Property in agreeing to make the loan secured hereby, lind that Mortgagee will continue to rely on Mortgagor'sownership of the Mortgaged Property as a means of maintaining the value of the Mortgaged Property as security for repayment of the Debt. Mortgagor acknowledges that Mortgagee has a valid interest in maintaining the value oflhe Mortgaged Property so as to ensure that, should Mortgagor default in the repayment of the Debt, Mortgagee can recover the Debt by a sale of the Mortgaged Property. Mortgagor shall not, without the prior written consent of Mortgagee, sell, convey, alienate. mortgage. encumber. pledge or otherwise transfer the Mortgaged Property or any part thereof, or permit the Mortgaged Property or any part thereof to be sold. conveyed, alienated. mortgaged. encumbered, pledged or otherwise transferred; provided. however, Mortgagee may. in ilS sole discretion, give sueh written consent (but shall have nC' obligation to do so) to any such sale. conveyance. alienation. mortgage, encumbrance, pledge or other transfer, and any such consent may be conditioned upon the satisfaction of such conditions precedent as Mortgagee may require (including. without limitation. the conditions precedent sct forth in subsection 12k] ~). Notwithstandingany other provision of this Section 12, Mortgagee: will consent, subject to the conditions of subgction 12(s:) and provided that no Event of Default has occurred and is continuing. to one sale, conveyance, alienation, mortgage,encumbrance, pledge or other transfer of the Mortgaged Property by the original Mortgagor as set forth in this Mortgage. (b) A sale, conveyance, alienation. mortgage. encumbrance, pledge or transfer within the meaning of this Seclion 12 shall not include (x) l.Iansfers made by devise or descent or by operation of law upon the death of a joint tenant, partner, member or shareholder will be permitted without the payment of a transfer fee or an assumption fee, subject, however, to all the following requirements: (l) written notice of an y transfer under this subsectjon J 2(b)(lS:,), whether by will, trust or other written instrument,operation oflaw or otherwise, is provided to Mortgagee or its servicer, together with copies of such documents relnting to the transfer as Mortgagee or its servicer may reasonably request, (2) control over the management and operation of the MUrlguged Properly is retained by RVA Center LLC (the "Ori2inal PrincipW") at all times and (3) no such transfer, death or other event has any adve~e effect either on the bllI1kruplcy-remote status of MOrlgagor under the requirements of any national rating agency for the Certificates (hereinafier defined) or on the status of Mortgagor as II continuing legal entity liable for the payment of the Note and the performance of all other obligations secured hereby; (y) transfers by operation of law in the event of a bankruptcy, nor shall the meaning include a lease for occupancy by a space tenant, but shall be deemed to include (i) an installment sales agreement wherein Mortgagor agrees to sell the Mortgaged Properry or any part thereof for a price to be paid in installments; (ii) an agreement by Mortgagor leasing nil or a substantial part of the MC'rtgaged Property for other than actual occupancy by a spuce tenant thereunder or a sale, assignment or other transfer of. or the grant of a security interest in, Mortgagor'~ right, title and interest in and to any Leases or any Rents; (iii) if Mortgagor. or any ~~nerw partner of Mortgagor is a corporation, any merger, consolidation or the voluntary or involuntary sale, conveyance or transfer of such corporat ir)l1's stock (or the stock of any ;;orporation directly or indirectly controlling such corporation by operation of law or otherwise) or the creation or issuance of new • ) ... ... - - 'I o o o • stock in one or a series of tranS:Jctions by which an aggregate of more than 10% of such corporation's stock shall be vested in a party or parties who are not now stockholders; (iv) if Mortgagor or any general partner of Mortgagor is a limited liability company or limited partnership, the voluntary or involuntary sale, conveyance or transfer other than under subparts (X) and (z) of this section by which an aggregate of more than fifty percent (50%) of the ownership interest in such limited lia~ility company or more than fifty percent (50%) of the limited partnership interests in such limited partnership shall be vested in parties not having an ownership intcrcst as of the date oft1lis Mortgage; and (v) if Mortgagor or any general partner of Mortgagor is a limited or gcneral partnership or joint venture, the change, removal or resignation of a general partner, managing partner or joint venturcr or the transfer of all or any portion of the partnership interest of any general partner, managing partner or joint venturcr; or (7.) transfers of certain interests in Mortgagor to or for the benefit of the Immediate Family Members (as defined below) of Michael Sandorffy and Henrika Sandorffy; Roy Bennion and Molly BCMion;Morris Muscatel and Cynthia Muscatel; and Michael Golfarb for estate planning or trust administration purposes will be permitted without the payment of a transfer fee or nn assumption fee if all of the following conditions are met to Mortgagee's reasonable satisfaction: (i) wrinen notice of any transfer is provided to Mortgagee or its servicer, together with copies of documents relating to the transfer as Mortgageeor its servicermay reasonably request; (ii) control over management and operation of the Mortgaged Property and ownership of the Mortgagor's managing member or equivalent is not affected; and (iii) the transfer has no effect on the continuing status of Mortgagor as a legal, ballkJ'uptcy-remoteentity. lnunediate Family Members shall be defined as parents, spouses, children. grandChildren and other direct lineal descendants. and brothers and sisters, (c) Notwithstanding the provisionsof subsecljons I 2(a) and (b) above, Mortgageewill give its consent to u one time sale or lmIlsfer of Mortgaged Property, provided that no Event of Default under the Loan Docwnenls has occurred and is continuing and (i) the grantee's or transferee's intcgrity, reputation, character and management ability are at least equal 10 Mortgagor as determined by Mortgagee in its sole and reasonable discretion, (ii) the grantee's or transferee's (and its sole general pllrtncr's) single purpose and bankruptcy remote character are satisfactory to Mortgagee in its sole discretion. (iii) any CQnditions relating to the sale or transfer imposed by any national rating agency for the Cel1ificates (as defined in Section 20) are satisfied, (iv) Mortgagee has obtained lcgal opinions, certilicates and similar matters as Mortgagee may require, (v) all of Mortgagee's costs and expenses associated with the sale or transfer (including reasonable attorneys fees) are paid by Mortgagor or the grantee or transferee, (vi) the payment of a transfer fee not to exceed I % of the outstanding principal balant;e of the Loan evidenced by the Note and secured hereOy. (vii) the grantee'sexecution of a written asswnptionagreement and ' delivery of such agreement to Mortgagee prior to such sale or transfer (provided that in the event the l.oan is includcd in a REMIC and is a performing loan, nc modification to the limns and condnions shull be made or pennitted that would cause (A) any adverse tax consequences to the REMIC or any holder.; of any Certificates,(B) the Mortgage to fail to be a Qualifying Mortgage Wlder applicable federal law relating to REMIC's, (C) result in a taxation of the income from the '; ILEC;AL\\\'I'IA(':Lf'\(jSMtincALS\RF.NTONVI\MJX)l~I\,OIO -19- - o o o o • Loan to the REMIC or cause a loss of REMIC status), and (viii) the delivery 10 ~Iortgagee of an endorsement (at Mortgagor's sule cost and expense) to the mortgagee policy of title insurance then insuring the lien created by this Mortgage in form and substance acceptable to Mortgagee in its sole judgment. Without limiting the foregoing, if Mortgagee shall consent to any such transfer, the written assumption agreement described in subsecti?n 12(c)fyiil above shall provide for the release of Mortgagorof pcrsonalliability undc~ the Note and other Loan Documents solcly as to acts or events occurring, or obligations arising, after the closing of such sale; provided. however, in no event shall such sale operate to: (x) relieve Mortgagor of any pe~onalliability under the Note or any of the other Loan Documents for any acts or events occurring, or obligations arising. prior to or simultaneously with the closing of such sale. and Mortgagor shall execute. without any cost or expense to Mortgagee. such documcnts and agreements as Mortgagec shall reasonably require to evidence and effectuate the ratification of such personal L liability; or (y) relieve any current indemnitor, including Mortgagor, of its obligations under any Jndemnity agreement executed in connection with the Loan secured hereby (including, without "" limitation, the Environmental Liabilities Agreement of even date herewith [the "Enyironmental ... Awa;mcnt".J), and each such current and indcmnitorshall exccute, without any cost or expense 2 to Mortgagee,such docwnents and agreements as MortgageeshaJl reasonably require to evidence '" and effectuate the ratilicationof each such indemnity agreement. Notwithstanding(y) preceding, ~ if the proposed transferce and a party associated with the proposed transferee (the "Substitute en Guarantor") (I) is approved by Mortgagee in its sole discretion (including a determination that the proposed tnl!lsferee and Subslitute Guarantor have adequate financiaII'C'JOurces). (2) assumes the obligations of the current indemnitor under its guaranty or indemnity agreement, and (3) executes, without any cost or expense to Mortgagee, a new guaranty ancllor indemnity agreement, as applicable. in form Wld substance salisfactoryto Mortgagee, then M)rtgagee shall release the current indemnitor from all obligations arising under its indemnity agreem·;nt aftcr the closing of such sale. (d) Mortgagee may predicate its decision to grant or withhold consent to any subsequent sale, conveyance, alienation, mO!1gage. encumbrance, pledge or other transfer upon the satisfaction(in the sale detcrminationofMortgagce)with such conditions as may be imposed by Mortgagee, which may include, but shall not be limited to, the following matters: (i) the delivery to Mortgugee ofil11 endorsement (at Mortgagor's sole cost and expense) to the mortgagee policy oflitk insurance then insuring the lien created by this Mortgage in a form and substance acceptable to Mortgagee, in its sole jud;,:ment; (ii) the granlee's inlegrit). reputation, charr,cter, creditworthiness and mnnagcment ability being satisfactory to M6!1gagee, in its sole judgment; (iii) the gr2J1tec's single purpose and bankruptcy remote character being satisfactory to Murtgagee. in ils sole judgment; (iv) the grantcl; executing (prior to such sale or transfer) a written assumption agreement containing such terms as Mortgagee may require; (v) subject to any restrictions described in Seclion 12(c) above relating 10 the Loan being included in a REMIC; (vi) payment by MO!1gagor of a transfer anu assumption fee not to excced one percent (I %) of the then unpaid principal balance of the Note; (vii) payment by Mortgagor of the expenses described in subsectioo 1210 below; and (viii) the satisfaction of any conditions imposed by any national 2sxlo - - ,..-...; \ o o o o - rating agency for Certificates (hereinafter defiued), together with such legal OpiniOnS, certifications and similar matters that Mortgagee may require. Mortgagee agrees not to unreasonably withhold its consent to a sale or uansfer of the Mortgaged Property upon the satisfaction (in the sole determination of Mortgagee) of the conditions to its consent as set forth herein; provided, however, in any event Mortgagee shall be deemed to be reasonable in withholding its consent if a sale to the proposed transferee receives unfnvol'llble comment from a national rating agency for Certificates. Mortgagee shall not be reqUired to demonstrate any actual impairmentof its security or any increased risk of default hcreunderin order to declare the Debt immediately due and payable upon any sale, conveyance, alienation, mortgage, encumbrance, pledge or transfer by Mortgllgor of the Mortgaged Propcrty without Mortgagee's consent. (e) M0rt&agcc's con.o:ent to one sale, conveyance, alienation, mortgage, encumbrance, pledge or transfcr of the Mortgaged Property shall not be deemed to be a waiver of Mortgagee's L., right to require such consent to any future occurrence of same. Any !:ale, conveyance, alienation, In mortgage, encwnbrance, pledge or transfer ofthe Mortgaged Property made in contravention of ~ this Section 12 shall be null and void and of no force and effect. '" o (I) Mortgagor agrees to bear and shall payor reimburse Mortgagee on demand for all ~ reasonable expenses (including, without limitation, all recording costs, taxes, reasonable (l) attorney's fees and disbursements and title search costs) incurred by Mortgagee in connection (fl with the review, approval and docwnentationof any such sale, conveyance, alienation, mort&age, encumbrance, pledge or transfer. (g) In no event shall any of the terms and provisions of this Section 12 amend Or modify the terms and provisions contained in Section 9 herein 13. ES1QI2VCI Certificales and No Default Affidayits. (a) After request by Mortgagee, (limited to two (2) requests the first year and one (1) thereafter) Mortgagor shall within ten (10) days furnish Mortgagee with a statement, duly acknowlcdged and certified, setting forth (i) the amount of the original principal amount of the Note. (ii) the unpaid principal amount of the Note. (iii) the rate of interest ofth~ Note, (iv) the date in.;tallments of interesl andJor principal were last pai:!, (v) any offsets or defenses to the payment orthe Debt, if any, and (vi) that the Note, this Mortgage IDld the other Loan Documents are valill, legal and binding obligations and ha\'e not been modified or if there are claims or defenses to val idity ,legality or binding nature, giving particulars of such claims or defenses, and if modified, giving particulars of such modification. (b) After request by Mortgagee, (limited to two (2) r~ue~ts the first year and one (I) thereafter) Mortgagorshall within ten (10) days furnish Mortgagee with a certificate reaffirming all repr~sell\ationsand warranties of Mortgagor set forth herein and in the other Loan Documents • ) ..•. :.==0 25x .. , ., [ - - o o o o • as of the date requested by Mortgagee or, to the extent of any changes to any such representations and warranties, so stating such changes. (c) I f the Mortgaged Property includes commercial property, Mortgagor shall deliver to Mortgagee upon request, (limited to two (2) requests the lir~t year and one (I) thereafter) tenant estoppel certilicates from at least ninety percent (90%) of the commercial tenants Elt the Mortgaged Property in fonn and substance reasonably satisfactory to Mortgagee or lIS provided in the leases between Mortgagor and tenant so long as Mortgagee is able to independently investigale the circumstances surrounding the remaining tenants' failure to sign the tenant estoppel certificates and Mortgagee is reasonably satisfied as to the reasoning for the refusal to sign. Mortgagor must obtain all tenant estoppel certificates for tenants representing more than ten percent (10% ) of the Mortgaged Property. 14. Cbapn .. s in the Laws Reiarding Taxalion. If any law is amended, enacted or adopted after the date of this Mortgage which deducts the Debt from the value of the Mortgaged Property for the purpose of taxation or which imposes a we, either directly or indirectly, on the Debt or Mortgagee's interest in the Mortgaged Property, Mortgagor will pay such tax, with interest and penalties thereon, if any. In the event Mortgagee is advised by counsel chosen by it that the payment of such we or interest and penalties by Mortgagorwould be unlawful or taxable to Mortgagee or unenforceable or provide the basis for a defense of usury, then in any such event, Mortgagee shall have the option, by wrincn notice of not less than forty-five (45) days, to dcclan: the Debt immediately du~ and payable and such pre-payment shall be without penalty. 15. No Creditl 00 AccQunl or IDe Debt. Mongagor will not claim or demand Dr be enlitled to any credit or credits on accounl of the Dt-bt for any part of the Taxes or Other Charges assessed against the Mortgaged Property, or any part thereof, and no deduction shall otherwise be made or claimed from the assessed value of the Mortgaged Property, or any part thereof, for real estate tax purposes by reason of this Mortgage or the Debt. In the event such claim, credit or deduction shall be required by law, Mortgagee shall have the option, by written notice of not less than ninety (90) days, to declare the Debt immediately due and payable, and such pre- payment shall be without penalty. 16. Documentary Stamps. If al any time the United States of America, any StlIte thereof or any subdivision of any such State shall require revenue or other stamps 10 be affixed 10 the Note or this Mortgage. or impose any other tax or charge on Ihe 'same, Mortgagor will pay for the same, with interest and penalties thereon. if any. 17 Q)nttQllin~ Agreement. It is expressly stipulated and agreed to be the intenl of Mortgagor. Truslee and Mortgagee al all limes to comply with applicable state law or applicable lJniled Stales fedt:ral law (10 the extent that i', pennits Mortgag.:e to contract for, charge, take, reserve. or receive a greater amount of interest than under state law) and that this section shall control every other covenant and agreement in this Mortgage and the other Loan Documents. If (; \1.~(;AI.\WI'IAl'I.N;SMC\IJEAL5IRfNTUNVI\M\JO [SA 010 -22- • ) I • , I i 25x Ir ,', . '-~ . . . . ::-... ~'~. . . .' - - o o • the applicable law (state or federal) is ever judicially interpreted so as to render usurious any amount called for under the Note or under any of the other Loan Documents, or contracted for, charged. taken. reserved, or received with respect to the Debt. or if Mortgagee's exercise of the option to accelerate the maturity of the Note, or if any prepayment by Mortgagor results in Mortgagor having paid any interest in excess of that permitted by applicable law, then it is Mortgagor's, Trustee's and Mortgagee's express intent that all excess amounts theretofore collected by Mortgagee shall be credited on the principal balance of the Note and all other Debt (or. if the Note and all other Debt have been or would thereby be paid in full, refunded to Mortgagor), and the provisions of the Note and the other Loan Documents immediately be d'!emed reformed and the amounts thereafter collectible hereunder and thereunder reduced. without the necessity of the execution of any new docwnents. so as to comply with the applicable Jaw. but so as to permit the recovery of the fullest amount otherwise called for hereunder or thereunder. All swns paid or agreed to be paid 10 Mortgagee for the use, forbearance, or detention of the Debt shall. to the extent permitted by applicable law, be amortized. prorated, allocated, and spread throughout the full stated term of the Debt until pay.nent in f.1I1 so thaI the rate or amount of interest on account of the Debl does nol exceed the maximUll) rate permitted under applicable low f;om time to time in cfTect and applicable to the Debt for so long as thc Debt is outstanding. Notwithstandinganything to the contrary contained herein or in any of the other Loan Documents. it is not the intention of Trustee and/or Mortgagee to accelerate the maturity of any interest that has not accrued at the time of such acceleration or to collect unearned interest at the time of such acceleration. 18. Bopks and Records. Mortgagor will keep .1ccwate books and records in accordance with sound accounting principles in which full, true and correct entries shall be prOl,lptly made with ·.-espect to the Mortgaged Prof.erty and the operation thereof, and wi II permit all such books and records (including without limitation all contracts. statements, invoices, biils and claims for labor. materials and services supplied for the construction, repair or operntion of the Improvements) to be inspected or audited and copies made by Mortgagee and its representatives during normal business hours and at any other reasonable times. Mortgagor represents that ils chief executive office is as set forth in the introductory paragraph of this Mortgage and that all books and records pertaining to the Mortgar,ed Property ore maintained at such location. Mortgagor wi II furnish. or cause to be fumished, to Mortgageeon or before twenty (20) dilYs after each calendar month the following items, each certified by Mortgagor as being trut! and correct, in such format 8'.ld in such detail as Mortgagee or its servicer may request: (a) a writlen statement (rent roll) dated as of the last day of such month identifying each of the Lease~ by the term. space occupied. rental required to be paid. 5'~curity deposit paid, any rentI.1 concessions. and identifying any defaults or paymenl delinquencies thereunder; (b) operating statements prepared for such monLh and year to date; (c) a property balance sheet for such monLh; and (d) a comparison of the budgeted income and expenses with the actual income and expenses for such month and year to date, together with a detailed explanation of any variances between budgeted and actual anlOunts that arc greater than (i) $1 ,000.00, or (ii) five percent (5%) or more for each line item therein. Such monthly reporting obligation will continue through the end of . ) - ....- o o o .. the calendar month which is the calendar month in which the Loan is securitized and until there is no Event of Default and no event with which notice or lapse of time or both could constitute an Event of Default. Beginning upon the expiration of such period, Mortgagor will furnish, or cause to be furnished,to Mortgagee on or before sixty (60) days after JW1e 30 and December 31 of each calendar ycar the following items, each certified by Mortgagor as being true and correct, in such format and in such detail as Mortgagee orits servicer may request: (0) a written stotement (rent roll) dated as of the last day of each such semi-annual period identifying each of the Leases by the term, space occupied, rental required to be paid, security deposit paid, any rental concessions, and identifying any defaults or payment delinquencies thereunder; (b) semi-annual and year to date operating statements prepared for each semi-annual period during each such reporting period; (c) a property balance sheet for each semi-annual period during each such reporting period; and (d) a comparison of the budgeted income and expenses and the actual income and expenses for each calendarquartcrduring each such reporting period and year to date, together with a detailed explanation of any variances between budgeted and actual amounts that are greater than (i) $2,OOO.00,or (ii) five percent (5%) or more for each line it:m therein. Withill nincty (90) days filII owing the end of each calendar y~, Mortgagor shall furnish a statement of the finl1l1cial affairs WId condition of the Mortgaged Proper1y including a statement of profit and loss for the Mortgaged Property in such fonnat and in such detail as Mortgagee or its servicer may request, and setting forth the financial condition and the income and expenses for the Mortgaged Property for the immediately preceding caJendaryear certified by Mortgagor as being true and correct. Mortgagor shall deliver to Mortgagee copies of all income tax returns, requests for extension and other similar items contemporaneously with its delivery of same to the Internal Revenue Service. On or before November 30 of each calendar year, Mortgagor shall deliver to Mortgagee an itemized operating bUl..lget and capital expenditure budget of the Mortgaged Property and a management plan for the Mortgag\!d Property for the next succeeding calendar year on a month-oy-month basis, in such fonnat and in such detail as Mortgagee may request. Failure to provide monthly, semi-annual or annual reports shall constitute an Event of Derault under Section 23 and entitle Mortgagee to audit or CRuse to be audited Mortgagor's books and records. The cost ofsu~h audit shall be immediately payable from Mortgagor upon demand by Mortgagee and, until paid, shall be added to and constitute a part of the Deb!. At any time and from time to time Mortgagor shall delivcrto Mortgagccor its agents such other financial data as Mortgagor prepares for its own use and which Mortgagee or its agents shall request with respect to the owner~hip, maintenance, use and operation of the Mortgaged Property, including, but not limited to, schedules of gross sales for percentage rents under Leases. Mortgagor will permit representatives appointed by Mortgagee, including independent licCOW1tants, agcnts, attorneys, appraisers and any other persons, to visit and inspect during its nomal business houn and at any other reasonable limes any oC the Mortgaged Property and to make photographs thereof, and to write down and recordWlY infonnationsuch representatives obtain, and shall permit Mortgagee or its representatives 10 investigate and verify the accuracy of the information furnished to Mortgagee under or in conneclion with this Mortgage or any of the other Loan Documents and 10 disclIss all sud, matters with iL, officers, employees and representatives. Mortgagor will furnish to Mortgagee at Mortgagor's expense all evidence which Mortgagee may from time to G ILC(;i\L\WPlAC'I,PlGSMC\nF.AI.SIRENTONvnMOOTSA DID -24- • ) ..... 25x I - - o () o • time reasonably request as to the accuracy and validity of or compliance with all representations and warranties made by Mortgagor in the Loan Documents and satisfaction of all conditions contained therein. Any inspection or audit of the Mortgaged Property or the books and records of Mortgagor, or the procuring of docwnents and financial and other information, by or on behalf of Mortgagee, shall be for Mortgagee's protection only, and shall not constitute any assumption of responsibility or liability by Mortgagee to Mortgagor or anyone else with regard to the condition, construction, mnintenance or operation of the Mortgaged Property, nor Mortgagee's approval of any certification given to Mortgngee nor relieve Mortgagor of any of Mortgagor's obligations. Notwithstanding the foregoing, Mortgagor shall submit monthly financial statements, and rent rolls and eomparisonofbudgeted income and expenses to Mortgagee within fifteen (15) days of notice from Mortgagee which notice shall be given sixty (60) days prior to the Loan being st,curitized. Mortgagor shall also submit a monthly operating statement to Mortgagee within fifteen (15) ':lays of the end of the month for the month of securitization. ) 9. PerfOlUJance orotherAgrs:emcDt:;. Mortgagor shall observe and perform each and every tenn to be observed or performed by Mortgagor pursuant to the terms of any agreement or recorded instnuncut affecting or pertaining to the Mortgaged Property. 20. further Acts ele. Mortgagor will, at the cost of Mortgagor, Md without expense to Mortgagee, do, execute, acknowledge and deliver all and every such further acts, deeds, conveyances, mongages, assignments, notices of assignment, Unilorm Commercial Code financing statements or continuation statements, transfers and BSSWlIllces as Mortgagee shall, from time to lime, require, for the better assuring, con veying, assigning, transferring, and confirming unto Mortp.agee the property and rights hereby mortgaged, given, granted, bargained, sold, alienated, enfeoffed, conveyed, confinned, pledged, assigned and hypothecated or intended now or hereaflerso to be, or which Mortgagor may be or may hereaf'terbecome bound to convey or assign to Mortgagee, or for canying out the intention or facilitating the performance of the terms of this Mortgage or for filing, registering or recording this Mortgage. Mortgagor, on demand, will execute and deliver and hereby authorizes Mortgagee to execute in the name of Mortgagor or without the signature of Mortgagor to the extent Mortgagee may lawfully do so, one or more IinMcing statements, chattel mongages or other instruments, to evidence more effeclively the security interest of Mortgagee in the Mortgaged Property. Mortgagor gran!.!; to Mortgagee an irrevocable power of attorney coupled with an interest fo'r the purpose of exercising and perfecting any and ~Il rilihts and remedies available to Mortgagee at law and in equity, including without limitation such rights and remedies uvailable to Mortgagee pursuant to this paragraph. (a) Mortgagee (and il~ mortgage servicer and their respective assigns) shall have the right to disclose in confidence such financial information regarding Mortgagor or the Mortgaged Property as may be necessary (i) to complete any sale or ~ttempted sale of the Note or u ILH;ALIWPlACLPlU.IMClDfALS'RENrOHVI\MOOTSA.otO ·25· I J ! I, , I l I I I - o o o o • participations in the loan (or any trnnsfer of the mortgage servicing thereof) evidenced by the No.l~ and the Loan Docwnents, (ii) to service the Note or (iii) to furnish information concerning the payment status of the Note to the holder or beneficial owner thereof, including. without limitation, al\ Loan Documents, financial statements, projections, internal memoranda, audits. reports, payment history, appraisBlsand any and all other infonnation and documentation in the Mortgagee's file~ (and such servicer's files) relating to the Mortgagor and the Mortgaged Property. This authorization shall'be irrevocable in favor of the Mortgagee (and its mortgage servicer and their respective assigns), and Mortgagor waives any claims that they may hove against the Mortgagee, its mortgage servicer and their respective assigns or the party receiving information from the Mortgagee pursuant hereto regarding disclosure ofinformation in such files and further waive any alleged damages which they may suffer as a result of sueh disclosure. (b) The Mortgagor acknowledges that the Mortgagee intends to sell the Loan evideilced by the Note and the Loan Oocuments or a participation interest therein to a party who may pool the Loan with a number of otherloans and to have the holder of such loans (most likely a special purpose REMIC) issue one or more classes of Mortgage Backed Pass-Through Certificates (the "Certificates"). which may be rated by one or more national rating agencies. Mortgagee (and its mortgage servicer and their respective assigns) shall be permitted to share any of the information referred to in subsection (a) above, whether obtained before or after the date of the Note, with the holders or potential holders of the Certificates, investment banking finns, rating agencies. accounting finns. custodians, successor mortgage: servicers, law firms and other third·party advisory firms involved with the Loan evidenced by the Note and the Loan Documents or the Certificates. It is understood that the infonnation provided by the Mortgagor to the Mortgagee (or its mortgageservicerand the irrespective assigns) or otherwise received by Mortgagee (or its mortgage servicer and their respective assigns) in connection with the Loan evidenced by the Loan Documents may ultimately be incorporated into the offering documents for the Certificates and thus various prospective investors may also see some or all of the infonnation. The Mortgagee (and its mortgage servicer and their respective assigns) and all of the aforesaid third-party advisors and professional finns shall be entitled to rely on the infonnBtion supplicd hy, or on behalf of. the Mortgagor. 21. Rcmrdjn¥ of MOrl2al:c. etc. Upon the c)(ccution and delivery of this Mortga~e and thercafter, from time to lime, Mortgagor will cooperate: in causing this Mortgage:, and any security ins\J1I'11ent creBting a lien or security interest or eviJencing the lien hereof upon the Mortgaged Property and each insu ument of further assurance to be filed. registe~ or recorded in such manner and in such places as may be required by any present or future law in order to publish notice of and fully to protect the lien or security interest hencof upon, and the interest of Mortgagee in, the Mortgaged Property. Mortgagor will pay all filing, registration or nccording fees. and all expenses incident to the preparation. cxecu;ion and acknowledgment of this Mortgage, any mortgage supplemental hereto, any security instrument with respect to the Mortgaged Property and p"y instrument of further assurance, and all federal, state. county and municipal. taxes. dutics, imposts. assessments and charges arising out of or in connection with • ) .. ..",,~ ... -... \ .. ~ = .' 2sxlo - - o o o o • the execution and delivery of this Mortgage, any mortgage supplemental hereto, any security iJL~trument with respect to the Mortgaged Property or any instnunent of further assurance, except where prohibited by law so to do. Mortgagor shall hold harmless and indemnify Mortgagee, its successors and assigns, against any liability incurred by reason of the imposition of any tax on the making and recording of this Mortgage. 22. Reportine Requirements. Mortgagor agrees to give prompt notice to Mortgagee of the insolvency or bankruptcy filing of Mortgagor. 23. Eyents of Default. lhe term "Eyenl of Defaull" as used herein shall mean the occurrence or happening, at any time and from time to time, of anyone or more of the following: (a) ifany portion of the Debt is not paid within five (5) days from the date when the same is due; (b) if the Policies are not kept in full force and effect, or if the Policies are not delivercd \0 Mortgagee upon request; (c) if Mortgagor fails \0 timely provide any monthly, quarterly or annual financi aI or accounting report; (d) if Mortgagor sells, conveys, a1ienates,mortgages,encumbers, pledges or otherwise tronsfers any portion of the Mortgaged Property or permits the Mortgaged Property or any part thereof 10 be sold, conve~ed, alienated, mortgaged, encwnbered, levied, pledged or otherwise transferred without Mortgagee's prior wrilten consent; (e) if any represenlation or warranty of Mortgagor made herein, in any Loan Document or in any certificate, report, financial statement or other instrument or document furnished to Mortgagee shall have been false or misleading in any material respect when mnde; (f) ifMortgagorshall make an assignment for the benefit of creditors or if Mortgagor shall admit in writing its inability 10 pay. or Mortgagor's failure 10 pay, debts generally as the debts become due; (g) ira receivcr,liquidaloror trustee of Mortgagorshall be apPointed N if Mortgagor shall be adjullicateda bankrupt or insolvent, or ifany petition for bankruptcy, reorganization or arrangement pursuant to federnl banluuptcy law, or any similar federal or state: law, shall be filed by or against, consented to, or acquiesced in by, Mortgagor or if Mortgagor shall adm it in writing ils insolvency or bankruptcy or if any proceeding for the dissoluti:n or liquidation of Mortgagor shall be in~tituted; however, if such appointment, adjudicatio'1, petition or procccding was involuntary and not consented to by Mortgagor upon the same not being discharged, stayed or dismissed within sixty (60) days; ti U.Lui\l\WP\ArLp\C;SMc\l)F.AI_~\RHrrONvnMOOTS'" 010 -27- .......... ~ ... -.-.. =-== ~ ; I ~ I j l I I 1 25Xlo - - o o o o • (h) subject to Mortgagors right to conlest liS provided herein, if the Mortgaged Property becomes subject to any mechanic's, materialman's, mortgage or other lien except a lien for local real estate taxes and assessments not then due and payable; (i) if Mortgagor fllils to cure properly within sixty (60) days any violations of laws or ordinances affecting or which may be interpreted to affect the Mortgaged Property; (j) except as permitted in this Mortgage, the actual alteration, improvement, demolition or removal of any of the Improvements without the prior consent of Mortgagee; (k) damage to the Mortgaged Property in any manner which is not covered by insurance solely as a result of Mortgagors failure to maintain insurance required in accordance with this Mortgage; ~ (I) ifMortgagorshall default under any term. covenant, or condition of this Mortgage C") or any of the other Loan Docwnents other than as specified in any of the above subparagraphs; ~ g (m) if without Mortgagee's prior consent (i) the managing agent for the Mortgaged C') Property resigns or is removed or (ii) the ownership, management or control of such manB{\ing o agent is transferred 10 a person or entity other than the general partner or managing partner of the ~ Mortgagor, or (iii) there is any material change in the property management agreement of the Mortgaged Property; (n) if all or a substantial part of Mortgagor's assets (other than the Mortgaged Property) are attached, seized, subjected to a writ or distress warrant or an: levied upon (unless such attachment, seiz:ure, writ, distl1:ss warrant or levy is vacated within siKty [60] dnys following the date of the same); (0) entry of a judgment in excess of $1 00,000.00 and ';he expiration of any ~ppeaJ rights or the dismissal or final adjudication of appeals against Mortgagor (unless such judgment is vacated or satisfied within sixty (60] days following the date of the same); (p) tlle Mongage shull cease to constitut·~ a first-priority lien on the !v1ortgaged Property (other than in accordance with its terms); and - (q) seizure or forfeiture of the Mortgaged Property, or any portion thereof. or Mortgagor's interest therein, following final adjudication resulting from criminal wrongdoing or other unlawful action of Mortgagor in the Mortgaged Property WIder any federal, state or local law. G 'LW.\I.\WPlACLI".liSM(\DHU,lRENTONYIIMOOTSA.OIO -28- • ) .. 1 I' 25Xlo • • • ~ ... • •• • f r... ~ • .' " :-' _ • - - o o J o .. (r) if there is an Event of Defllult(lIs defined in tbe Cinema Mortgage) under tbe Cinema Mortgage (defined below) pursuant to Section 63 below, and sucb Event or Derautl is not cured prior to tbe expiration of lOY applicable cure period, if Iny, set fortb in the Cioema Mortgage foUowing notice to Mortgagor IIDd Cinema Mortgagor (as defined in the Cinema Mortgage). 24. Notice and Cure. Notwithstanding the foregoing, Mortgagee ngrees to give to Mortgagor written notice as described below of (a) Mortgagor's failure to pay any part of the Debt when due (a "Monetary Default"), (b) a default referred to in sybsection 23Cp) above (a "EiW Lien Defaylt") and (c) a defauh referred to in subsections 23fc),m or (I) above (a "Nonmonetary 12rlaul.1"). Mortgagor shall have a period of live (5) days from its receipt of notice in which to cure a Monetary Default (which written notice period may run concurrently with the five [5] day period referred to in subscction2J[all, shall have a period of twenty (20) days from its receipt of notice to cure a First Lien Default and shall have a period of twenty (20) days from its receipt of nolice in which to cure a Nonmonetary Delimit unless such Nonmonetary Default is nol susccptible to cure within such twenty (20) day period, in which case Mortgagor shall commence to cure such Nonmonetary Defauh within twenty (20) days following notice and diligently prosecute such cure to completion, provided, however, that Mortgagor will provide Mortgagee with such information as Mortgagee lDay reasonably request concerning the status of any attempted cure of lIIly such Nonmonetary Default and the cure of any such Norunonetary Default must be completed to the satisfaction of Mortgagee within sixty (60) days of notice in allY casc. Notwithstanding the foregoing, Mortgagee may, but shall not be required, to give notice of a Monetary Default or a recurrence of the same Nonmonetary Default more frequently than two times in any calendar year. A MonelJlry Default and/or First Lien Default andlor Nonmonetary Default shall nevertheless be an Event of Default for all purposes under the Loan Documents (including, without limitation, Mortgagee's right to collect Default Interest and any other administrative charge set forth in the NOle) except thaI the acceleration of the Debt or other exercise of n:medies shall not be prior to the expiration of the applicable cure IIIldlor grace periods provided in Sect jon 23 or in this section. 25. Remedies. Upon the occurrence of an Event of Default and subject to any applicable cure period. Mortgagee may, at Mortgagee's option, WId by or through Trustee, by Mortgagee:: itself or otherwise, do anyone or more of the following: (a) Ri~h{ to Perfoan Morteal10r's Covenants. If Mortgagor has failed to keep or perform aJ,y covenant whatsoever contained in this Mortgage or the other Loan Doc;unents, Mortgagee may, but sholl not be obligated to any person to do 50, perform or attempt to perform said covenant; and any payment made or expense incurred in the performance or attempted performance of any such <.:ovenanl, together with any sum expended by Mortgagee that is chargeable to Mortgagor or subject to reimbursement by Mortgagor under the Loan Documents, shall be and become a part of the "llilLI," and Mortgagor promises, upon demand, to pay to Mortgagee, at the place where the l'totc is payable, all sums so incurred, paid or expended by - o c o o .. Mortgnget:, with interest from the date when paid, incurred or expended by Mortgagee at the Default Rate as specified in the Note. (h) Ril:ht pf Entry. Mortgagee may, prior or subsequent to the institution of any foreclosure proceedings, enter upon the Mortgaged Property, or any part thereof. and take exclusive possession of the Mortgaged Property and of al1 books, records. and accounts relating therelo and to exercise without interference from Mortgagor any and all rights which Mortgagor has with respect to the management, possession. operation, protection. or preservation of the Mortgaged Property, including without limitation the right to rent the same for the account of Mortgagor :md to deduct from such Rents all costs, expenses, and liabilities of every character incurred by the Mortgagee in collecting such Rents and in managing, operating, maintaining, protecting, or preserving the Mortgaged Property and to apply the remainder of such Rents on the Debt in such manner as Mortgagee may elect All such costs, expenses, and liabilities incurred by the Mortgagee in collecting such Rents and in managing, operating, maintaining. protecting, or preserving the Mortgaged Proper:y, if not paid out of Rents as ".ereinabove provided, shall constitute a demand obligation owing by Mortgagor and shall bear interest from the date of e)(penditure until paid at the Default Rate as specified in the NOle, all of which shall constitute a portion of the Debt. If necessary to obtain the possession provided for above, the Mortgagee may invoke any and all legal remedies to dispossess Mortgagor, including specifically one or more actions fOf forcihle entry and dellliner, trespass to try title, and restitution. In cOMcction with any action taken by the Mortgagee pursuant to this subparagraph, the Mortgagee shall not he liablt: for any loss sustained by Mortgagor resulting from any failure to let the Mortgaged Property, or any part thereof. or from any other act or omission of the Mortgagee in managing the Mortgaged Property unless such loss is caused by the willful misconduct or gross negligence of thc Mortgagee, nor shall the Mortgogee be obligated to perfonnor discharge any obligation. duty, or liability under any Lease or under or by reason hereof or the exercise of rights or remedies h~reunder. Mortgagor shall and does hereby agree to indemnify the Mortgagee for, and to hold the Mortgagee harmless from. any and all liability, loss, or damage, which mayor might be incllrred by the Mortgagee under any such Lease or under or by reason hereof or the exercise of rights or remedies hereunder, and from any and all claims and demands whatsoever which may be asserted against the Mortgagee by reason of any alleged obligations or undertakings on its part to perfonn or discharge any ofthe terms. covenants, or agreements contained in any such Lease. but in no event shall any such indemnity apply to any action or inaction of Mortgagee after Mort[;aget: has taken exciusiveposscssion and control of the Mortgaged Property, unless an event that caused such liability,loss or damage occurred prior to Mortgagec's'exclusivc possession and control of the Mortgaged froperty, nor sh,,11 any such liability of I'v10rtgagor apply to any willful misconduct or gross negligence of Mortgagee. Should the Mortgagee incur any such liability. the amount thereof. including without limitation costs. expenses, and reasonable attorneys' fees, together with intercst thereon from the dat~ of e.'<penditure until paid at the Default Rate as sflecified in the NOle. shall be secured hereby, and Mortgagor shall reimburse the Mortgagee therefor immediately upon demand. Nothing in this subsectionshall impose any duty, obligation, or responsibility upon the Mortgagee for the control, care. management. leasing. or repair of the • ) 25x II - - o • Mortgaged Property. nor for the carrying out of any of the terms and conditions of any such Lease; nor shall it operate to make the Mortgagee responsible or liable for any waste committed on the Mortgaged Property by the tenants or by any other parties, or for any hazardous substances or environmentAl conditions on or under the Mortgaged Property, or for any dangerous or defective condition of the Mortgaged Property or for any negligence in the management. leasing, upkeep, repair, or control of the Mortgaged ?roperty resulting in loss or injury or death to any tenf:nt, licensee, employee, or stranger. Mortgagor hereby assents to, ratifies, and confinns any and all actions of the Mortgagee with respect to the Mortgaged Property taken under this subparagraph. (c) Rillht to Accelerate. Mortgagee may, without notice except as provided in Section 24 above, demand, presentment, notice of nonpayment or nonperformance,protest, notice of protest, notice of intent to accelerate, notice of acceleration, or any other notice or any other action, all of which arc hereby waived by Mortg8gorand all other parties obligatcdin any manner whatsoever on the Debt, declare the entire unpaid balance of the Debt immediately due and payable, and upon such declaration. the entire unpaid balance of the Debt shall be immediately due and payable. (d) ForecIQ~-PoWCI ofSwc. Mortgagee may institulea proceeding or proceedings. judicial. or nonjudicial. by advertisement or otherwise. for the complete or partial foreclosure of this Mortgage or the complete or partial sale of the Mortgaged Property under the power of sale contained herein or under any applicable provision of law. Mortgagee may sell the Mortgaged Property, and all estate. right. title, interest, claim and demand of Mortgagor therein. and all rights of redemption thereof. at one or more sales, as an entirety or in parcels, with such elements of real andlor personal property, and at such time and pluce and upon such tenns as it may deem expedient. or as may be required by applicable law, and in the event of B SIIle, by foreclosure or otherwise. of less than 1111 of the Mortgaged Property. this Mortgage shall continue as a lien and security interest on the remaining portion of the Mortgaged Property. (e) Ri2bts Pellainj02 to Sales. Subject to the rcquircnteots of applicable law and except as otherwise provided herein. the following provisions shall apply to any sale or sales of all or any ponion of the Mongaged Propet1y under or by virtue ofsubsectjon (d) above, whether made under the power of sale herein granted or by vinue ofjudiciaJ procecdingsor ofajudgment or decree of foreclosure and salr.; i) Trustee or Mortgagee may conduct any Dumber of sales from time to time. The power of sale set forth above shall not be exhausted by anyone or more such sales as to any part of the Mortgaged Property which shall not have beeo sold. nor by any sale which is oat completed or is defective in Mortgagee's opinion, until the Debt shoJI have been paid in full. G IJ.FJiAJ.IWP\ACLPlGSMl"\DEAJ.SIRENTONVrIMDOTSII 010 -31- o • ... ---'. ---_ .. _, .. ..:..:.: '" ~--...:,... o - 1 o o o o .. ii) Any sale may be postponed or adjourned by public announcement at the time and place appointed for such sale or for such postponed or adjourned sale without further nolice. iii) After each sale, Mortgagee, Trustcc or an officer of any court empowered to do so shall execute and deliver to the purchaser or purchasers at such sllie a pod and sufficient instrument or instruments granting, conveying, assigning and transferring all right, title and interest of Mortgagor in and to the property and rights sold and shall receive the proceeds of said sale or sales and apply the same as specified in the Note. Each ofTruslce and Mortgagee is hereby appointed the true and lawful attorney-in-fact of Mortgagor, which appointment is irrevocable and shall be deemed to be coupled with an interest, in Mortgagor's name and stead, to make all necessary conveyances. assignments, transfers and deliveries of the property and rights so sold, Mortgagor hereby ratifying and confirming all that said attorney or such substitute or substitutes shall lawfully do by virtue thereof. Nevertheless, Mortgagor, if requested by Trustee or Mortgagee,shall mtify and confirm any such sale or sales by executing and delivering to Trustee, Mortgagee or such purchaser or purchasers all such instruments as may be advisable, in Trustcc's or Mortgagee's judgment, for the pwposes as may be designated in such request. iv) Any and all statements of fact or other recitals made in any of the instruments referred to in subparai£Bpb Wi) of this subsection £c) given by Trustee or Mortgllgeeshall be taken as conclusive and binding against all persons as to evidence of the truth of the facts so state<! and recited. v) Any such sale or sales shall operate to divest all of the estate, right, title, intet est, claim and demand whatsoever, whether at law or in equity, of Mortgagor in and to the properties and rights so sold. and shall be a perpetual bar both at law and in equity against Mortgagor and any and all persons claiming or who may claim the same, or any part thereof or any interest therein, by, through or under Mortgagor to the fullest extent permitted by applicable law. vi) Upon any such sale or sales, Mortgagee may bid for and acquire the Mortgaged Property and, in lieu of paying c:l.Sh therefor, may make settlement for the purchllSe price by crediting against the Debt the amount of tJie -bid made then:for, after deducting lherefrorr. the expenses of the ~e, the cost of any enforcement proceeding hereunder, and any other sums whk:h Trustee or Mortgagee is authorized to deduct under the terms hereof, to the extent necessary to satisfy such bid. vii) Upon any such sale, it shall not be necessary for Trustee , Mortgagee or any public officer ~cting under execution or order of court 10 have present or constructively in its possession any of the Mortgaged Property. Ii ·1J:(iAi.lY,P'v\Cl.PI(;SMOOF.AI_~\RENlONV~MOOTSA 010 -32- --. .. -,._-.-'.:: -~ _. -_ ....... ,.:...':..-,~ ) i 1 ~ I P f ! t i I - - o o .. (0 MQrti!a~ee's Judicial Remedies. Mortgagee, or Trustee upon wrillen request of Mortgagee, may proceed by suit or suits, at law or in equity, to enforce the payment of the Debt to foreclose the liens and security interests of this Mortgage lIS against all or any part of the Mortgaged Property, and to have all or any part of the Mortgaged Property sold under the judgment or decree of a court of competent jurisdiction. This remedy shall be cumulative of any other nonjudicial remedies available to the Mortgagee under this Mortgage or the other Loan Documents. Proceeding with a request or receiving a judgment for legal relief shall not be or be deemed to be an election ofrcmedies or bar any available nonjudicial remedy of the Mortgagee. (g) Mortl1i1iee's Riiht to Appointment o(Receiyer. Mortgagee, as a matter of right and (i) without regard to the sufficiency of the security for repayment of the Debt (ii) without notice to Mortgagor, (iii) without any showing of insolvency, fraud, or mismanagement on the part of Mortgagor, (iv) without the necessity of !iling any judicial or other proceeding oth~r than the proceeding for appointment of a receiver, and (v) without regard to the then value of the Mortgaged Property, shall be entitled to the appointment of a receiver or receivers for the protection, possession, control, management and operation of the Mortgaged Property, including (without limitation), the power to collect the Rents, enforce this Mortgage and, in case ofa sale and deficiency, during the full statutory period of redemption (if any), whether there be a redemption or not, as well as during any further times when Mortgagor, except for the intervention of such receiver, would be entitled to collec'.ion of such Rents. Mortgagor hereby irrevocably consents to the appointment of a receiver or receivers. Any receiver appointed pursuant to the provisions of this subsection shall have the usual powers and duties of receivers in such matters. (h) Mort~a2ye'S UnjfonD Commercia! Code Remedies. The Mortgagee may exercise its rights of enforcement under the Uniform Commercial Code in effect in the state in which the Mortgaged Property is locatcd. (i) Other Rj~hts. Mortgagee (i) may surrer.der the Policies maintained pursuant to this Mortgag·: or any part thereof, and upon receipt shall apply the uneamed premiums lIS a credit on the Debt, and, in connection therewith, Mortgagor hereby appoints Mortgagee as agent and attomey-in-fllct(which is coupled with WI interest and is therefore irrevocable) for Mortgagor to collect such premiums; and (ii) may apply the Tax and InsW"3(lce Esr.row Fund anellor the Replacement Escrow Fund and any other funds held by Mortgagee toward payment of the Debt; and (iii) shall have and may exercise any and all other rights and remedies which Mortgagee may have at law or in equity, or by virtue of any of the Loan Documents, or otherwise. (j) DiscoDlinuanccofRemedjes. In case Mortgagee shall have proceeded to invoke any right, remedy, or recourse permit1ed under the Loan Documents and shall thereafter elect to discontinue or abandon ~t: for any reason, Mortgagee shall have the unqualified right so to do and. in such event, Mortgagor and Mortgagee shall be restored to their former positions with - - o o o • respect to the Debt, the Loan Documents, the Mortgaged Property or otherwise, and the rights, remedies, recourses and powers of Mortgagee shall continue as if same had never been invoked. (k) Remedies CWDulatiye. All rights, remedies, and recou=s of Mortgagee granted in the Note, this Mortgage and the other Loan Documents, any other pledge of collateral, or otherwise available at law or equity: (i) shall be eumulativeand concurrent; (ii) mily be pursued separatciy, succl;ssivcly, or concurrently against Mortgagor, the Mortgaged Property, or anyone or more of them, at the sole discretion of Mortgagee: (iii) may be exercised as often as occasion therefor shall arise, it being agreed by Mortgagor that the exercise or failure to exercise llIly of same shall in no event be construed as 8 waiver or release thereof or of any other right. remedy, or recourse; (iv) shs..ll be nonexclusive; (v) shall not be conditioned upon Mortgagee exercising or pursuing any remedy in relation to the Mortgaged Property prior to Mortgagee bringing suit to recover the Debt; and (vi) in the event Mortgagee elects to bring suit on the Debt and obtains a judgment against Mortgagor prior to exercising any remedies in relation to the Mortgaged Property, all liens and security interests, including the lien of this Mortgage, shall remain in full force and effect and may be exercised thereafter at Mortgagee's option. (I) Election ofRernedies. Mortgagee may release, regardless of consideration, any part of the Mortgaged Property without, as to the remainder, in any way impairing, affecting, subordinating, or releasing the lien or security interests evidenced by this Mortgage or the other Loan Documents or niTecting th~ obligations of Mortgagor or any other party to pay the Debt. For payment of the Debt, Mortgagee may resort to any collateral securing the payment of the Debt in such order and manner as Mortgagee may elect. No collateral taken by Mortgagee shall in any manner impair or niTect the lien or security interests given pursuant to the Loan Documents, and all collateral shall be taken, con5idered, and held as cumulative. (m) YilIiYm. Mortgagor hereby irrevocably and unconditionally waives and releases: (i) nil benefits that might accrue to Mortgagor by virtue of any present or future law exempting the Mortgaged Property from attachment, levy or sale on execution or providing for any apprai~ement, valuation, May of l'xecution, exemption from civil process, redemption, or extension of time for payment; (ii) all notices of any Event of Default except as expressly provided herein or ofT ru.stec'sexercisc of any right, remedy, or recourse provided for under the Loan Documents;and (iii) any right to a marshalling of assets, a sale in inverse order of alienation or any other right to direct in any mBJmer, the order of sale of any of the ~ortgaged Property. (n) Stalutc of Limitations. To the extent permitted by applicable law, Mortgagee's rights hereunder shall continue even to the extent that a suit for collection of the Dcht, or part thereof. is barred by a statute of limitations. Mortgagor hereby expressly waives and releases to the fullest extent permilled by law, the pleading of any statt:te of limitations as a defc=nse to payment of the Debt. c, \1.[r.AL\WI'\ACLP\GSM("\DF"'L~\RENTONVIlMOOTS'" 010 -34- I b J , I , I i I t ! , .. - - ,--':;., 1 o o v o • (0) Wajyer of Automatic or Supplemental Stay. In the event of the filing of any volWltary or involuntary petition under the Bankruptcy Code by or against Mortgagor (other than an involuntary petition filed by or joined in by Mortgagee), the Mongagor shall not assert, or request any other party to assen, that the automatic stay under D.6Z of the Bankruptcy Code shall operate or be interpreted to stay, interdict, condition, reduce or inhibit the ability of Mongagee to enforce any rights it has by virtue of this Mongag.:, The waivt:rs contained in this paragraph are a material inducement to Mortgagee's willingness to enter into this Mortgage and Mortgagor acknowledges and agrees that no grounds exist for equitable relief which would bar, delay DC impede the exercise by Mortgagee of Mortgagee's rights and remedies against Mortgagor. (p) Bankruptcy Acknowlcd2emenl. In the event the Mortgaged Property DC any portion thereo f or any interest therein becomes property of any bankruptcy estate or subject to any state or federal insolvency proceeding, then Mortgagee shall immediately become entitled, in addition to all other relief to which Mortgagee may be entitled under this Mortgage, to obtain (i) il;Il order from the Bankruptc)' Court or other appropriBtecourt granting immediate relief from the <\utomatic stay P(m;uant to §..162 of the Bankruptcy Code so to pennit Mortgagee to p(m;ue its rights and remedies against Mortgagor as provided under this Mortgage and all other rights and remedics of Mortgagce at law and in cquity under applicable state law, and (ii) an order from l., the Bankruptcy Court prohibiting Mortgago~s usc of all "cash collateral" as defined under §.l21 ~ of the Bankruptcy Code. In connection with such Bankruptcy Court orders, Mortgagor shall not ~ contend or allege in any pleading or petition filed in any court proceeding that Mortgagee does M not have sufficient groWlds for relief from the automatic stay. Any bankruptcy petition or other g action taken by the Mortgagor to stay, condition, or inhibit Mortgagee from exercising its o remedies are hereby admitted by Mortgagor to be in bad faith and Mortgagor further admits that ell Mortgagee would have just cause for relief from the automatic su.y in order to take slIch actions :l authorized under state law. o (q) Application of Proceeds. The proceeds from any sale, lease, or other disposition mad~ pursuant to this Mortgage, or the proceeds from the surrender of any insurance policies pursuu.nt hereto. Dr any Rents collected by Mortgagee from the Mortgaged Property, or the Tax and Insurallce Escrow Fund Dr the Replacement Escrow Fund or sums received pu.rsuant to lli.l.ir!n.l hereof. or proceeds from insuram:e which Mort~agee elects to apply to the Debt pursuant to ~ hereof. shall be applied by Trustee, Dr by Mortgagee, as the case may be, to the Debt in the following order and priority: (:) to the payment of all expenses of advertising, sdling, and conveying the Mortgaged Property or par1 thereof, arid/or p~osecuting or otherwise collecting R~nts, proceeds, premiums or other sums including reasonable attorneys' fees and a reasonable fee or comr.lission to Tr .. stee, not to exceed live percent of the proceeds thereof or SunlS so received; (2) to that portion, if any, of the Debt with respect to which no person or entity has personal or entity liability for payment (the "Excylpated Porljoo"), and with respect to the Exculpated Portion as follows: first, to accrued lJut unpaid interest, second,to matured principal, and third. to unmatured principal in inverse order of maturity; (3) to the remainder of the Debt as follows: first. to the remBiningaccrued but unpaid inlcrest, second, to the matured portion of (i \l.lGAL\WI"v\U.PlUSMl1[)lAI..I\R~NTONvnMOOTV 010 -35- • ) -:.. .. : . .;..:"::: 1 i , ! l i j I - o o / o o o • principal of Ill(. Debt, and third, to prepayment of the wunatured portion, ifany. of principal of the Debt applied to i!L~lallments of principal in inverse order of maturity; (4) the balance. if any or to the edent applicable, remaining after the full and final payment of the Debt to the holder or beneficiary of any inferior liens covering the Mortiaged Property, if any, in order of the priority of such inferior liens (Trustee and Mortgagee shall hereby be entitled to rely exclusively on a commitment for title insurance issued to determine such priority); and (5) the cash balance, if any, to the Mortgagor. The application of proceeds of sale or other proceeds as otherwise provided herein shall be d~emed to be n payment of the Debt like any other payment. The balance of the Debt remaining unpaid, if any, shall remain fully due and owing in accordance wilh the terms of the Note and the other Loan DocumenL~. 26. Ri2ht ofInspection. Mortgagee and its agents shall have the right to enter and inspect the Mortgaged Property during normal business hours upon reasonable notice. 27. Security Aueemcnl. This Mortgage is both a ren! property mortgage or deed of trust and a "security agreement" within the meaning of the Uniform Commercial Code. The Mortgaged Property includes both real and personal property and all other rights and interests, whether tangible or intangible in nature, of Mortgagor in the Mortgaged Property. Mortgagor by executing and delivering this Mortgage has granted and hereby grants to Mortgagee, as security for the Debt, a security interest in the Mortgaged Property to the full extent that the Mortgaged Property may be subject to the Uniform Commercial Code (said portion of the Mortgaged Property so subject to the Uniform Commercial Code being called in this paragraph the "~"). Mortgagor hereby agrees with Mortgagee to execute and deliver to Mortgagee, in form and suhstance satisfactory to Mortgogee, such financing statements and such further assurances as Mortgagee may from time to time, reasonably consider necessary to create, perfect. and preserve Mortgagee's security interest herein granted. This Mortgage shall also constitute a "fixture filing" for the purposes or the Uniform Commercial Code. All or part of the Mortgaged Property arc or are to become fixtures. Information concerning the security interest herein gnUlted may be obtained from the parties at the addresses of the parties set forth in the first paragraph of this Mortgage. If an Event of Default shall occur. Mortgagee, in addition to any olher rights and remedies which they may have. shall have and may exercise immediately and without demand, any and all rights and remedies granted to a secured party upon default under the Uniform Commercial Code, including, without limiting the generality of tile foregoing, the righllo take pos5(ssion of the Collateral or any part thereof, and to take such o'her mraswes as Mortgagee may deem necessary for the care, protection and preservation of the Collateral. Upon request or demand of Mortgagee, Mortgagorshall at its expense assemble the Collateral and make it available III Mortgagee at a conveni-:nt place acceptable to Mortgagee. Mortgagor ~hall pay to Mortgagee on demand any and all expenses, including legal cxpensesand attorneys' fees. incurred or paid by Mortgagee in protecting the interest in the Collateral and in enforcing the rights hereunder with re;peet to the Collateral. Any notice of sale, disposition or othe.· intended action by Mortgagee with respect to the Collateral sent to Mortgagor in accordance with the provisions hercofallca~t five (5) days prior to such aClion. shall constitute commercially reasonable notice D 25x 10 - o o o o o .. to Mortgagor. The proceeds of any disposition of the Collateral, or any part thereof, may be applied by Mortgagee to the payment of the Debt in such priority and proportions as Mortgagee in its discretion shall deem proper. In the event of any change in name, identity or structure of any Mortgagor, such Mortgagor shall notify Mortgagee thereof and promptly after request shall execute, file and r('Cord such Uniform Commercial Code fonns as are necessary to maintain the priority of Mortgagee's lien upon and seeurity interest in the Collatenu, and shall pay all expenses and fees in connection with the filing and recording thereof. I f Mortgagee shall require the filing or recording of additional Uniform Commercial Code fonns or continuation statements, Mortgagor shall, promptly after request, execute, file and record such Unifonn Commercial Code forms or continuationSlatementsas Mortgagee shall deem necessary, and shall pay all expenses and fees in connection with the filing and recording thereof, it being understood and agreed, however, that no such additional documents shall increase Mortgagor's obligations under tP.e Note, this Mortgage and the other Loan Docwnents. Mortgagor hereby irrevocably appoints Mortgagee as its altomey-in-fact, coupled with an interest, to file with the appropriate public office on its behalf any financing or other statements signed only by Mortgagee, II! Mortgagor's attorney-in-fact, in connection with the Collateral covered by this Mortgage. Notwithstanding the foregoing, Mortgagor shall appear and defend in any action or proceeding which affects or purports to affect the Mortgaged Property and any interest or right therein, whether such proceeding effects title or any other rights in the Mortgaged Property (and in conjunction therewith, Mortgagor shall fully cooperate with Mortgagee in the event Mortgagee is a party to such action or proceeding). 28. Actions and Proceedings. Mortgagee has the right to appear in and defend any action or proceeding brought with respect to the Mortgaged Property and to bring any action or proce:ding, in the name and on behnlfofMortgagor, whid-.Mortgagee. in its discretion, decides should be brought to protect their interest in the Mortgaged Property. Mortgagee shall, at its option, be subrogated to the lien of any mortgage or other security instrument discharged in whole or in part by the Debt, and any such subrogation rights shall constitute additional security for the payment of the Debt. 29. Waiver of Setoff and CouDlerciaim. All amounts due under this Mortgage, the Note and the other Loan Docwnents shall be payable without setoff, counterclaim or any deduction whatsoever. Mortgagor hereby waives the right to assert a setoCT, counterclaim or deduction in an)' action or proceeding in which Mortg.Jgee is a participant, or arising out of or in any way connected with this Mortgage, the Note, any of the other Loan Documents, or the Det11. JO. Contest of C~rl.iljn Clajms. Notwithstanding the provisions of Sections 4 and UJ.h.l hereof. Mortgagor shall not be in default for failure to payor discharge Taxes, Other Charges or mechanic's or materialman's lien asserted against the Mortgaged Property if, and so lung as. (a) Mortgagor shall have notilied Mortgage\! of same within five (5) business days of obtaining knowledge thereof; (b) Mortgagor shall diligently and in good faith contest the same by appropriate legal proceedings which shall operate to prevent the enforcement or collection of G ,l.EG"I.IWI'ACI.I'I(.S.\lnIJFAI,SIK[I'ITONVII,",OOTSII 010 -37- • ) : '."-._;::iiiII&A 25XI[ - - o o / o u o .. the snme and the sale of the Mortgaged Property or any part thereof, to satisfy the same; (c) Mortgagorshall have furnished to Mortgagee a cash deposit, or an indemnity bond satisracto~ to Mortgagee with a surety satisfactory to Mortgagee, in the amount of the Taxes. Other Charges or mechanic's or materialman's lien claim, plus a reasonable additional sum to pay all costs. interest and penalties that may be imposed or incurred in cOMection therewith. to assure payment of the matters WIder conte~t and to prevent any sale or forfeiture of the Mortgaged Property or any part thereof; (d) Mortgagor shall promptly upon final determination thereof pay the amoWlt of any such Taxes. Other Charges or claim so determined. together with all costs. interest and penalties which may be payable in cOMcction therewith; (e) thl! failure to pay t:le Taxes, Other Charges or mechanic's or materialman's lien claim does not constitute a default under any other deed of trust. mortgage or security interest covering or affecting any part of the Mortgaged Property; and (I) notwithstanding the foregoing, Mortgagor shall immediately upon request of Mortgagee pay (l!Ild if Mortgagor shall fail so to do, Mortgagee may, but shall not be required to. pay or cau~p to be discharged or bonded against) any such Taxes, Other Charges or claim notwithstanding such contest, ifin the opinion ofl\lortgagee, the Mortgaged Property or any part thereof or interest therein may be in danger of being sold, forfeited, foreclosed, terminated, canceled or los\. Mortgagee may pay over any such cash deposit or part thereof to the claimant entitled thereto at any time when, in the judgment of Mortgagee, the entitlement of such claimant is estHblished. 31. Recoyery ofSuros ReQujredto Be Paid. Mortgagee shall have the right from time to time to take action to recover any sum or sums which constitute a part of the Debt as the same become due. without regard to whether or not the balance of the Debt shall be due. and without prejudice to the right of Mortgagee thereafter to bring an action of foreclosure. or any other action, for a default or de:-aults by Mortgagor existinu at the time such earlier action was commenced. 32. Handicapped Access. Mortgagor agrees that the Mortgaged Property shall at all times stri.:tly comply to the extent applicable with the reqUirements of the Americans with DisabilitiesAct of 1990, the Fair Housing Amendments Act of 1988, all stat(; and local laws and ordinances related to hHlldicapped access and all rules, regulations, and orders issued pursuant thereto including, without limitation, the Americans Ylith Disabilities Act Accessibility Guidelines for Buildings and Facilities (collectively "Access Laws"). (a) Notwithstanding any provisions sct forth herein or in any other document regarding Mortgagee's approval of aJtt:.'1ltions of the Mortpged Prop~rty, Mortgagor shall not alter the Mortgaged Property in any manner which would increase Mortgagor's responsibilities for compliance with the applicable Access Laws without the prior written approval of Mortgngec. The foregoing shall apply to tenant improvements constructed by Mortgagor or by any of its tenants. Mortgagee may condition any such approval upon receipt of a certificate from an architect, engineer, or other person acceptable to Mortgagee of compliance with Access Laws. (; \1.f.(iAI.\WI'\i\CI./'\(;.~M(\IlFAI."RFNTI)NVnlo100TSA oln ·38· • ) nee=: I ) ; I i \ 1 1 1 l I f f 25X I: - - o o o o .. (b) Mortgagor agrees to give prompt notice to Mortgagee of the receipt by Mortgagor of any complaints related to violation of any Access Laws and of the commencement of any proceedings or investigations which relate to compliance with applicable Access Laws. 33. EEl.SA. (a) Mortgagorshall not engage in any lroIlsaction which would cause any obligation, or action taken or to be taken, hereunder (or the exercise by Mortgagee of any of its rights under the Note, this Mortgage and the other Loan Documents) to be a non-exempt (Wlder 11 statutory or administrative class exemption) prohibited transaction under the Employee Retirement Income Security Act of 1974, as annendcd ("ERlSA"). (b) As oftbe date hereofand throughout the term of this Mortgage, (i) Mortgagor is not and will not be an "employee benefit plan" as defined in Section 3(3) of ERISA, which is subject to Title I of ERlSA, and (ii) the assets of Mortgagor do not and will not constitute "plan assets" of one or more such plans for purposes of Title I of ERISA. (c) As of the dLite hereofand throughout the term of this Mortgage, (i) Mortgagor is not and will not be a "govemmentalplan" within the meaning of Section 3(3) of ERISA, and (ii) transactions by or with Mortgagor are not and will not be subject to state statutes applicable to Mortgagor regulating investments of Wld fiduciary obligations with respect to governmental plans. (d) Mortgagor further covcnants and agrees to deliver to Mortgagee such certifications or other evidence from time to time throughout the term of the Mortgage, as requested by Mortgagee in its sole discretion, that (i) Mortgagor is not an "employee benefit plan" as defined in Seclion 3(3) of ERISA, which is subject to Title I of ERlSA, or a "governmental plan" within the meaning of Section 3(3) ofERlSA; (ii) Mortgagor is not subject 10 state statutes regulating investments and fiduciary obligations with respect 10 govenunental plans; and (iii) one or more of the following circwnstances is true; (A) equity interests in Mortgagor are publicly ofTered securities, within the mellIling of29 C.F.R. § 2510.3-101 (bX2); (8) less than 25 percent of each outstanding class of equity interests in Mortgagor arc held by "benefit plan investors" within the meaning of29 C.F.R. § 2510.3-101 (f)(2);or (C) MOI1gagorqualifies as an "operating company" or a "real estate operdtingcompany" within the meaningof29 C.F.R. § 2510.3-101(c) or (el or an investment company registered under The Investment Company Act of 1940. 34. Indemnificatipn. In addition to any other indemnificali6nsprovided in any of the Loan Documents, Mortgagor shall, at its sole cost and expense, protect, defend, indemnify, release and save hannles~ Mortgagee, Trustee. or any person ur entity who is or will have been involvt:d in the servicing of this Loan, any person or enlity whose name the encunnbrance crealed by this Mortgage is or will have been recorded, persons and entities who may hold or acquire or will have held a full or partial interest in this Loan (including but notlimiled 10 investors or prospcctivc investors, as well as custodians, trustees and other fiduciaries who hold or have held a full or partial interest in the Loan for the benefit of third parties) as well as the respective Ci \l.r-.GAI.\WP\An.PlCiSM0nF.AI.~\RENTONV"MOOTSA.OIO -3 9- , J j i I ! , i I - - o o o !J o • affi \iates, subsidiaries, persons controlling or under common control, directors, officers. shareholders, members, partners, employees, agents, servants, representatives, contractors, subcontractors, participants, successors and assigns of any and all of the foregoing (including but not limited to any other person or entity who holds or acquires or will have held a participation or other full or partial interest in this Loan or the Mortgaged Property, whether during the term of this Loan or as a part of or following a foredosureofthis Loan and including, but not limited to any successor.; by merger, consolidation or acquisition of all or a substantial portion of Mortgagec'sassets and business) (collectively. the "Indemnified Parties"), from and against all liabilities. obligations, claims, demands, damages, penalties, causes of action, losses. fines, costs and expenses (including without limitation reasonable allomeys' fees and expenses), imposed upon or incurred by or asserted against any of the Indemnified Parties and directly or indirectly arising out of or in any way relating to anyone or more of the following: (a) ownership of this Mortgage, the Mortgaged Property or any interest therein or receipt of any Rents; (b) any amendm':nt to, or restructuring of, the Debt, and the Note, this Mortgage or any other Loan Documents; (c) any and all lawful action that may be taken by Mortgagee in connection with the enforcement of the provisionsofthis Mongagcorthc Note or any other Loan Docwnents;(d) any and all lawful action thalmay be taken by Mortgagee in connection with the enforcement of the provisions of this Mortgage or the Note or any other Loan Docwnents, whether or not suit is filed in connection with same, or in connection with Mortgagor and/or any member, partner, joint venturer or shareholder therc.>fbecoming a party to a voluntary or involuntary federal or state bankruptcy. insolvency or similor proceeding; (e) any accident, injury to or death of persons or loss of or damage to property occurring in, on or about the Mortgaged Property or any part thereof or on the adjoining sidewalks, curbs, adjacent property or adjacent parking areas, streets or ways; (I) any usc, nonuse or condition in. on or about the Mortgaged Property or any part thereof or on adjoinillg sidewalks, curbs, adjacent property or adjacent parking areas, streets or ways; (g) any failure on the part of Mortgagor to perform or comply with any of the terms of Sections 2 thro~ of this Mortgage; (h) performance of any labor or services or the furnishing of any malcrialsor other propeny in respect of the Mortgaged Property or nny part thereof; (i) any failure of the Mortgaged Property to comply with any laws or ordinancesaffecling or which may be interpreted to affect the Mortgaged Property, including, without limitation, the Access Laws; U) any representation or warranty made in the Note, this Mortgage or the other Loan Docwnents being false or misleading in any respect as of the dale such rcpresentation or warrnnly was made; (k) any claim by brokers, finders or similar persons claiming to be entitled to a commission in connection with any Lease or other transactior involving the Mortgaged Property or any part thcr~of under any legal requirement or any liability asserted against Mortgagee with respect thereto; (I) the claims of any lessre to Wly portion of the Mortgaged Property or any person acting through or undcl any lessee or othcrwise arising under or as a consequence of any Lease; (m) the enforcement by any Indemnified Party of the provisions of this Section 34; (n) any and all claims and demands whatsoev~r which may be asserted against Mortgagee by reason of any alleged obligations Jr UIldertakings on its part 10 perrorm or discharge any of the terms, covenants, or agr~~mentscuntaincd in any Leas~; or(u)any investigation, defense, and settlement incurred in cum:cting any prohibited transaction or in the sale of a prohibited loan, and in obtaining any (j \LEGAL'WI'v\CI.f"_G~M(\Il[AI.S'RlN rUNVIIMOOTSA_OIO -40· '_' __ "~'_h" . .) ... ____ -__ '--__ -.-'-'-=--====='=::;===:=:=;""=i::;;===-::o;_~ , I .;... _ "'" • _" • -~.., • \. • ~. ~ , • t 1 i 'f ! l I - ~~ o I o o o .. individual prohibited transaction exemption under ERISA that may be required, in Mortgagee's sole discretion as a result of a default under Swion 33. The obligations and liabilities of Mortgagor under this Section 34 (A) shall survive for a period of one (I) year following any release of this Mortgage executed by Mortgagee and satisfaction of the Loan evidenced by the Loan Documents, and (8) shall survive the transfer or assignment of this Mortgage, the entry of a judgment of foreclosure, sale of the Mortgaged Property by nonjudicial foreclosure sale, or delivery of a deed in I ieu of foreclosure (including, without limitation, any transfer by Mortgagor of any of its rights, title and interest in and \0 the Mortgaged Property \0 any party, whether or not affiliated with Mortgagor). However, in no event shall any such indemnity apply to any action or inaction of Mortgagee after Mortgagee has taken exclusive possession and control of the Mortgaged Property, unless an event that caused such liability ,loss or damage occurred prior to Mortgagee's exclusive possession and control of the Mortgaged Property. nor shall any such liability of Mortgagor apply to any willful misconduct or gross negligence of Mongagee. 35. Duty to Defend. Upon wrilten request by an Indemnified Party, Mortgagor shall defend such Indemnified Party (if requested by an Indemnified Party, in the name of the Indemnified Party) by attorneys and other professionals approved by the Indemnified Parties. Notwithstanding the: foregoing, any Indemnified Par1ies may, in theirsole and absolute discretion, engage their own attorneys and other professionals to defend or assist them, and, at the option of the Indemnified Par1ies, their anomeys shall control the resolution of claim or proceeding. Upon uernanu, Mortgugor shall payor, in the sole and absolute discretion of the Indemnified Parties, reimburse, the Indemnified Par1ies for the paymenl of reasonable fees and disbursement~ of attorneys, engineers, and other professionals in connection therewith. Any amounts payable to any of the IndernnifiedParties by reason of the application ofSccljoo 34 or this Seclion shall be secured by this Mortgage and shal I become inunediately due and payable and shall bear interest at the Default Rate specified in the Note from the date loss or damage is sustained by any of the Indemnified Parties until paid. 36. ~ Trustee may resign by the giving of no lice of such resignation in writing or verbally to Mortgagee. If Trustee shall die, resign, or bec0me disqualified from acting in the execution ofthi~ trust, or if, for any reason, Mortgagee shall prefer to appoint a substitute tIllstee or multiple substitute trustees, or successive substitute trustees or successivc multiple substitute trustecs,tu act insteau of the Ilforemuned Trustee, Mortgagee shall have full power to appoint a substitute trustee (or, if preferreu, mul'.iple substitute irustees) in sUC~~lision who shall succeed (and if multiple substitute trustees are arpointed, each of such multiple substitute trustees shall ~u':cecd) to all the estlltc~, rights, powers, and duties of the aforenamcd Trustee. Such appointment may be executed by any authorized agent of Mortgagee, and if such Mongagee be a corporatinn and such appointment be executed in its behalf by any officer of such corporation, such appointment shall be conclusively presumed to be cxecuted with authority and shall be vrlid and sufficient without proof of any aclion by the board of directors or any superior officer of the curporation. Mortgagor hereby ratifies and confirms any and all acts which the afore named Trustee, or his successor or successors in this trust, shall do luwfl,lJ}, by virtue hereof. If multiple (j \L~(j"'I.\""PIA(I.f".G~M('IOI'''I.S\l\~NTnNVI\MOOTS''' 010 -41- • ---_ .. _,._: -..... ~-~~ -===-",.. I ! . , I ) I 25X I[ - - o o • substitute Trustees are appointed, each of such multiple substitute Trustees shall be empowered and authorized to act alone without the necessity of the joinder of the \)ther mUltiple substitute trustees, whenever any action or undertaking of such substitute trustees is requested or requi red under or pursuant to this Mortgage or applicable Jaw. Any substitute Trustee appointed pursuant to any of the provisions hereof shall, without any further act, deed, or conveyance, become vested with all the estates, properties, rights, powers, and trusts of its or his predecessor in the rights hereunder with like effect as if originally named as Trustee herein; but nevertheless, upon the wri nen request of Mortgagee or of the substitute T rustce, the Trustee ceasing to act shall execute and deliver any instrument transferring to such substitute Trustee, upon the trusts herein expressed, all the estates, properties, rights. powers, and trusts of the Trustee so ceasing to act, and shall duly assign, transfer and deliver any of the property and moneys held by such Trustee to the substitute Trustee so appointed in the T rustec's place. No fees or cxpensf'S shall be payable to Trustee. except in connection with a foreclosure of the Mortgaged Property or any part thereof or in connection with the release of the Mortgaged Property following payment in full of the Debt. 3 7. ~. Unless oral notice is expressly permitted hereunder any notice, demand. statement. request or consent made hereunder shall be in writing and shall be deemed to be recei ved by the addressee on the first (I st) business day after such notice is tendered to a nationally-recognized overnight delivery service or on the third (3rd) day following the day such notice is deposited with the United States postal ser\'ice first class certified mail, r~tum receipt requested. in either instance, addressed to the address, as set forth above, of the party to whom such notice is to be given, or to such other address as Mortgagor or Mortgagee, as the case may be, shall in like manner designate in writing. 38. Authority. (8) Mortgagor (and the undersigned representative of Mortgagor. if any) has full power, authority and right to execute, deliver and perform its obligations pursuant to this Mortgage. and to mortgage. give, grant, bargain. sell, alien, enfeoff, convey, confirm. warrant, pledge, hypothecate and assign the Mortgaged Property pursuant to the terms hereof and to keep and observ~ all of the terms of this Mortgage on Mortgagor's part to be performed; (b) Mortgagor is duly organized, validly existing and in good standing under the laws of its state of organization or incorporation;(c) Mortgagor is duly qualified to InInsact business and is in good standing in the state where the Mortgaged Property is located and has all necessary approvals. governmental and otherwise. and full power and authority to own the Mortgaged Property and carry out its business RS now conducted and proposed to be conducted; and (d) Mortgagor represents and warrants that Mortgr.gor is not a .. foreign person" within the meaning of ~ 1445(0(3) of the lntemal Revenue Code of 1986. as amended and the related Treasury Department regulations. 39. Waj fer of Notice. Mortgagor shall not be entitled to an, notices of any nature whatsoever from Mortgagee ~)';cept with respect to matters for which this Mortgage specifically and expressly provides for the giving of notice by Mortgagee to Mortgagor and except with (; II.EGAI IWI'IACLI'IGSMc\IlI·.,o,LSII\FNTUNVIIMDUTSA.OIO -42· j I I o - - o o o u o • respect to matters for which Mortgagee is required by applicable law to give notice, and Mortgagor hereby expressly waives the right to receive any notice from Mortgagee with respect to any matter for which this Mortgage does not specifically and expressly provide for the giving of notice by Mortgagee to Mortgagor. 40. Remedies of Mort~a20r. In the event that a claim or adjudication is made that Mortgagee has acted unreasonably or unrcasonab1y delayed acting in any case where by law or under the Note, this Mortgage or the other Loan Doewnents, it has an obligation to act reasonably or promptly, Mortgagee shall not be liable for nny monetary damages, nnd Mortgagor's remedies shall be limited to injunctive relief or declaratory judgment. 41. Sole Discretion of Mort&lIice. Wherever pursuant to this Mortgage, Mortgagee exercises any right given to it to approve or disapprove, or any arrangement or telTll is to be satisfactory to Mortgagee, the decision of Mortgagee to approve or disapprove nr to decide that arrangements or tenns are satisfactort or not satisfactory shall be in the sole discretion of Mortgagee and shall be final and conclusive, except as may be otherwise expressly and specifically provided herein. 42. Non-Waiyer, The failure of Mortgagee to insist upon strict perfonnance of any telTll hereof shall not be deemed to be 8 waiver ofany tenn of this Mortgage. Mortgagor shall not be relieved of Mortgagor's obligations hereunder by reason of (a) the failure of Mortgagee to comply with any request of Mortgagor to take any action to foreclose this Mortgage or othemise enforce any of the provisions hereof or of the Note or other Loan Docwnents, (b) the release, regardless of consideration. of !foe whole or any part (lfthe Mortgaged Property, or of any perwn liable for th~ Debt or any portion thereof, or (c) any agreement or stipulation by Mortgagee extending the time of payment or otherwise modifying or supplementing the tenns oflhe Note, this Mortgage, or the other Loan Documents. Mortgagee may resort for the payment oflhe Debt to any other security held by Mortgagee in such order and manner as Mortgagee, in its discretion, may elect. Mortgagee may take action to recover the Debt, or any portion thereof, or to enforce any covenant hereof Hithout prejudice to the right of Mortgagee thereafter to foreclosure this Mortgage. The rights and remedies of Mortgagee under this Mortgage shall be separate, distinct and cu,nulativeWld none shall be given clTeet to the exclusion of the others. No act of Mortgagee shall be construed as an election \0 proceed under anyone provision herein to the exclusion o[ ar,y other provision. Morlgagee shall nof be limited exclusivc:lyto the.rights and remedies herein stated but shall be entitled to every right and remedy now or herea.fterafTorded at law or in equity. It is agreed that the risk of loss or damage to the Mortgaged Property is on the Mortgagor and Mortgagee shall huve no liability wh~tsoever for decline in the value oftlle Mortgaged Property, for failure to maintain the Policies, or for failure to determine whether insurance in [orce is adequate as to the amount of risks inswcd. 43. No Oral Chaoe~. This Mortgage may not be modified, amended, waived, ~xlendcd. changed. discharged or terminated orally or by any act or failure to act on the part of t I 1 1 1. j ~ t .~ ~ i •. ~ . - - o o o o - Mongagor or Mortgagee, but only by an agreement in writing signed by the party against whom enforcement of any modification, amendment, waiver, extension, change, discharge or termination is sought. 44. Will.iJ.y. If Mortgagor consists of more than one person, the obligations and liabilities of each such person hereunder shall be joint and several. Subject to the provisions hereof requiring Mortgagee's consent to any transfer of the Mortgaged Property, this Mortgage shall be binding upon and inure to the benefit of Mortgagor and Mortgagee and their respective successors and assigns forever. 45. Inapplicable P~. If any term, covenant or condition of this Mortgage is held to be invalid, illegal or unenforccable in any respect, this Mortgage shall be construed without such provision. 46. Headjo2s etc, The headings and captions of various paragraphs of this Mortgage lire for convenience of reference only and are not to be construed as defining or limiting, in any way, the scope or intent of the provisions hereof. 47. CoumerpaItS. This Mortgage may be executed in any number of counterparts each of which shall be deemed to be an original but all of which when IIlkcn together shall constitute one agreement. 48. Deftnitions. Unless the context clearly indicates a contrary intent or unless otherwise speeificallyprovided herein, words used in this Mortgage may be used interchangeably in singular or plural form and the word "Mor1gH~or" shall mean "each Mortgagor and any subsequent owner or owners of the Mortgaged Property or any part thereof or any interest therein," the word "Mort~a2cc" shall mean "Mortgagee and any subsequent holder of the Note,· the word "Ikl2I" shall mean "the Note and any other evidence of indebtedness secured by this Mortgage." the word "pW&il" shall include an individual, corporalion, partnership, trust, unincorporaled asso~iation. government, governmental authority, and any other entity, and the words "MQrt~a~ed PropertY" shall include any portion of the Mortgaged Property and any interest therein and the words "attorneys' fees" shall include any and all attorneys' fees, paralegal and law clerk fees. including. but not limited to. fees at the pre-trial, trial and appellate levels incurred ur pJid by Mortgagee in protecting its interest in the Mortgaged Prope~y. and Collateral and enforcing its rights hereunder. v,'heneverthe context may require, any pronouns used herein shall include the corresponding masculine. feminine or neuter forms, and the singular form of noun~ and pronouns shall include the plural and vice versa. 49. Hom~stead. Mortgagor hereby waives and renounces all homeSlead and exemption rights provided by the constitution and the laws of the United Slates and of any slate, in IlI1d to the Premises as against the collection of the Debt, or any part hereof. (j IUliAL·,WP"KI. ... liSMl\OLAl.S.REr-iTONVI'MOOTSA 010 -44- - - o o .. 50. Assiiornents. Mortgagee shall have the right to assign or transfcr its rights WIder this Mortgage and the other Loan Documents without limitation, including, without limitation, the right to assign or transfer its rights to a servicing agent. Any assignee or transferee shall be entitled to all the benefits afforded Mortgagee WIder this Mortgage and the other Loan Documents. 5 I. Survival of Obliialions' S'Irviyal of Warranties and RcpJ'tscntBtjons. Each and all of the covenants and obligations of Mortgagor (other than warranties and representations contained herein) shall sW"Vive the execution and delivery of the Loan Docwnents and shall continue in full force and efTect until the DeJt shall have been paid in full; provided, however, that nothing contained in this paragraph shall limit the obligations of Mortgagor except as otherwise set forth herein. In addition, any and all warranties and representations of Mortgagor contained herein shall survive the execution and delivery of the Loan Docwnents and (i) shall continue for a period of one (1) year following any release of this Mortgage executed by Mortgagee and satisfaction of the Loan evidem:ed by the Loan Documents, and (ii) shall survive the transfer or assignment of this Mortgage, the entry ofajudgment of foreclosure, sale of the Mortgaged Propcny by non-judicial foreclosure or deed in lieu of foreclosure (including, without limitation, any transfer of the Mortgage by Mortgagee of any ofits rights, title and interest in and to the Mortgaged Property to any party, whether or not affiliated with Mortgagee). 52. Mort2Bi0r's Expense. Mortgagor acknowledges and confinns that Mortgagee shall impose certain reasonable aciministrativeprocessing andlor commitrnentfees in connection with (a) the extension, renewal, modification, amendment and tennination of its loans, (b) the release or substitution of collateral therefor, (c) obtaining ceruin consents, waivers and approvals with respect to the Mortgaged Property, or (d) the review of any Lease or proposed Lease or the preparation or review of any subordination, non-disturbance. Mortgagor further acknowledges and confirms that it shall be responsible for the payment of all costs of reappraisal of the Mortgaged Property or any part thereof, whether mquired by law, regulation, Mortgagee or any govemmenlJll or quasi-governmental authority if an Event of Default exists or if Mor1gagor desires to re-financethe Mortgaged Property. Mortgagor hereby acknowledges and agrees to pay, immediately, with or without demand, all such fees (as the same may be increased or decreased from time to time), and any additional fees of a similar type or nature which may be imposed by MOrigagcc from time to time, upon the occurrence of an event <et forth in this S~ction or otherwise. Whr.rever it is provided fur herein that Mortgagor pay any costs and expenses, such costs and expenses shall include, but not be limited to, all legal fees 'and disbursements of Mortgagee, v.hether of retained firns, the reimbur>ement for the e~pcnses of in-house statT or otherwise. 53. Allomeys' Fees. (a) Mortgagor shall pay all legal fees incurred by Mortgagee in connection will". (i) the prepardtionof the Note, this Mortgage and the other Loan Docwncnts; and (ii) the items set forth in Section 52 above. and (b) Mortgagur shall pay to Mortgagee on droland any and all expenses. including legal expenses and attorneys' fees, incurred or paid by Mortgagee .;~ .--...... I { I I J I 10 , 25X Ie - - o o o v o .. in protecting its interest in the Mortgaged Property or in collecting any amount payable under the Note. Mortgage or other Loan Documents or enforcing its rights hereunder with rcspect to thl' Mortgaged Property. whether or not any legal proceeding is commenced hereunder or thereunder and whether or not any default or Event of Default shall have occurred and is continuing. together with interest thereon at the Default Rate from the date paid or incurred by Mortgagee until such expenses are paid by Mortgagor. Mortgagee acknowledges thllt Mortgagor has paid attorneys fees in the amount of $9,000.00 in full satisfaction of item (i) above only. 54. Covenants Runnio2 with the Land. All covenants, conditions. warmntics, representations and other obligations contained in this Mortgage and the other Loan Documents are intended by Mortgagor, Mortgagee and Trustee to be, and shall be construed as. covenants running ..... ith the Mortgaged Property until the lien of this Mortgage has been fully released by Mortgagee. 55. Govemin~ Law' Jurisdiction. THIS MORTGAGE AND THE OTHER LOAN DOCUMENTS SHALL BE GOVERNED. CONSTRUED, APPLIED AND ENFORCED IN ACCORDANCE WITH TI-IE LAWS OF THE ST ATE fN WHICH THE MORTGAGED PROPERTY IS LOCATED (WlTlIOUT REGARD TO ANY CONFLICT OF LAWS PRINCIPLES)AND THE APPLICABLELAWS OF THE UNITED STATES OF AMERICA. MORTGAGOR HEREBY IRREVOCABLY SUBMITS TO THE JURISDICTION OF ANY COURT OF COMPETENT JURISDICTION LOCATED fN THE STATE IN WHICH THE MORTGAGED PROPERTY IS LOCATED rN CONNECTION WITH ANY PROCEEDfNG OUT OF OR RELATING TO THIS MORTGAGE. 56. ~. Time is of the eS$ellce in this Mortgage and the o·.her Loan Dccuments. 57. No Third pany Beneficiaries. The provisioosoflhis Mortgage and the other Loan Documents are for the benefit of Mortgagor. Mortgagee and Trustee and shall not inure to the benefit of any third party (other than any succes.;or or assignee of either Trustee or Mortgagee). This Mortgage and thc other Loan Documents shall not be construed as creating any rights. claims or causes of action against Mortgagee or any of its officers, directors, agents or employees in favor of an)' party other than Mortgugor including but not limited to any claims to any sums held in the Tax and Insurance Escrow Fund or the Replacement Eserow Fund. 58. fulrulQnship of panies. The relationship of Mortgagee and Mortgagor is solely that of de btor and creditor. and Mortgagee has no fiduciary or other special relationship with the Mortgagor. and no term or conditionofany ofth.: Loan Documents shall be construed to be other than that of debtor ann creditor. Mongagor represents and acknowledges that the Loan Documents do not provide for any shared appreciation rights or other equity participation interest. 59. Trustee provisions. In the event that this Mortgage operate:; as a mortgage, the provisions of this Mortgage which pertain to the Trustee shall be of no force or effect. u IllGALlWl'IACI.I'IGSMC1lJlIII$IRENTONvnMOOTSA.OIO -46- ) . . • '. • . ." . •• ~.. 'l L f ! t> ! t 4 .J I 25X I[ - - o o .. 60. Inyesti~ations. Any and all representations, warranties,covenants and agreements made in this Mortgage (and/or in other Loan Documents) shall survive any investigation or inspection made by or On behalf of Mortgagee. 61. Special Stale Provisions. In the event of any conflict between the terms and provisions of this Section and any o~er provision of this Mortgage, the terms and provisions of this Section shall govern and contro!' (a) Power of Sale. The Mortgaged Property is hereby mortgaged, given, granted. bargained, sold, alienated, enfeoffed, conveyed, confirmed, warranted, pledged, assigned and hypothecated to Trustee, IN TRUST, WITH POWER OF SALE. (b) Exercise of Power of Sale. for any sale under the power of sale granted by this Mortgag'!, Mortgagee or Trustet: shall record and give all notices required by law and, upon the expiration of such time as is required by law, Trustee may sell the Mortgaged Property upon any terms and conditior.s specified by Mortgagee and permitted by applicable law. Trustee m:ly postpone any sale by public announcement at the time and place noticed for the sale. If the Mortgaged Property includes several lots or parcels, Mortgagee in its discretion may designate their order of sale or may elect to sell all of them as an entirety. The Mortgaged Property. real, personal and mixed may be sold in one parcel. To the extent any of the Mortgaged Property sold by Trustee is pcrsonlll property, the Trustee shall be acting as the agent of Mortgagee in selling such Mortgaged Property. Any person permitted by lawto do so may purchase at any sale. Upon any sale, Trustee will execute and deliver to the purchaser or purchasers a deed or deeds conveying the Mortgaged Property sold, but l.1thOUt any I:ovenant or warranty, express or implied, and the recitals in Trustee's deed showing that the sale was conducted in compliance with the requirements of law shall be prima facie evidence of such compliance and conclusive evidence thereof in favor of txma fide purchasers and encumbrancers for value. (c) Application of Sale Proceeds. Proceeds of any sale under this Mortgage will be applied in the following manner: First: Payment of the costs and expenses of the sale, including without limitation, Trustee's fees, legal fees and disbursements, title charges and transfer fees, and payment of all expenses, liabilities and advances of Trustee, together with interest on-all advances made by Trustee from date of disbursementatt~.e lesser of the default rate under the Note or the maximum rate permitted by law. Second: Payment of all sums expended by Mortgagee under the terms of this Mortgage and not yet repaid. together with interest on such sums from datt: of disbursement at the lesser of the default rate under the Note or the maximwn rate permitted by law. (; .1.I:0ALIWPlACLI'IGSMl'UtAI.SIRlNTONVII/,H>OTSA 010 -47- I j j 10 , 25Xll - - o o .J o o .. Third: Payment of all other obligations secured by this Mortgage in any order that Mortgagee chooses. Fourth: The remainder, if any, to the person or persons legally entitled to it. (d) Expenses Durjn~ Redemption. If this Mortgage is foreclosed as a mortgage and the Mortgaged Property sold at a foreclosure sale, the purchaser may during any redemption pt:riod allowed. make such repairs or alterations on the Mortgaged Property as may be reasonably necessary for the proper operation. care. preservation. protection and insuring thereof. Any swn so paid. together with interest thereon from the time of such expenditure at the lesser of the default rate under the Note or the maximum rate permitted by law, shall be added to and become n part of the amount required to be paid for redemption from such sale. (e) RecoDwyancc:s. Upon payment of the entire Debt at the time and in the manner provided in the Note and this Mortgage, and the full and timely perfonnance of each obligation and covenant set forth herein in the Note and the Loan Documents, Mortgagee shall request Trustee to reconvey the Mortgaged Property and shall surrender this Mortgage and all notes evidencing indebtedness secured by this Mortgage to Trustee. Trustee shall reconvey the Mortgaged Property without warranty to the person or persons legally entitled thereto. The grantee in any reconveyance may be descri~ as the person or persons legally entitled thereto, and the recitals therein of any matters of facts shall be conclusivl! proof of the truthfulness thereof. Such person or persons shall pay Mortgagee's and Trustee's reasonable costs and cxpenses in so reconveying the Mortgaged Property. (I) Non-A~ricultural !ise. 'Inc Mortgaged Property is not used principally for agricultural or farming purposes, and Mortgagor so represents and warrants to Mortgagee. (g) Eyasion o[Prepaymen!Ierms. If any EVl"nt of Default has occl!ITed, a tender of payment of the indebtedness see wed hereby at any time prior to or at a judicial or nonjudicial foreclosure sale of the Mortgaged Property by Mortgagor, or anyone on behalf of Mortgagor. shall constitute an evask.n of any prepayment terms of the Note, and shall constitute a voluntary prepayment thereunder. and any such tender shall include any prepayment consideration required under the Note. 62. Ieoantlmproyementand Lell.'!jni CommjssjooEscrowFund. Mortgagorshall pay to Mortgagee or. the first day of each calendar month. until fully funded, onc-twelfth of $0.78 per square fool rer ycar. the IlIIlOunt reasonably estimated by Mortgagee to be due for tenant improvement and leasing commissions required to be made to the Mol1gaged Property dwing each calendar year (the 'TIfI,C Fund"). Notwithstandingthe foregoing. Mortgagee will not require Mortgagor to make deposits to the Tcnant Improvement and Leasing Commission Escrow Fund as long as the Mortgaged u "LEGAI.\WP\ACI.I'\GSM('\flr:AL~\RfNTONVIIMDOTS'" 010 -48- I i ~ I .I I ! 1 .~ 25x I .... . . .. . .' . . . ~ . . .,. , ~ ~ - - l o o o o .. Property is maintained as required by the Loan Documents and such maintenance is confirmed by regular inspections by Mortgagee or its servicer and no Event of Default e)lists and continues beyond sixty (60) days. After sixty (60) days of an Event of Default, Mortgagee will require Mortgagor to fund the Tenant Improvement and Leasing Commission Escrow Fund through monthly deposits as set forthnbove from the date of the Event of Default. These monics will be released to Mortgagor to rcimbW'Se docwncnted and verifiable tenant improvements and leasing commission costs. 63. Cross-pefault. Notwithstanding the tcrms of this Mortgage and the other Loan Documents to the contrary, Mortgagor agrees with Mortgagee as follows: (a) Contemporaneous with the closing and funding of the Loan secured by this Mortgage covering the Renton Village Shopping Center (the "Shlll2Pin~ Center Mort~a~e"), Mortgagor acknowledges that Mortgagee has extended a loan to RVA Cinema LLC, such loan being secured by a Mortgage, Deed of Trust and Security Agreement covering the Renton Village Cinema (the "Cinema Mort~llie"), more particularly described on "Exhibit B" and attached hereto and incorporated herein by this reference. (b) Mortgagor hereby further acknowledges that Mortgageewill not consider granting a loan on the Renton Village Shopping Center unless the Loan includes these cross-default provisions. (c) Mortgagor hereby agrees and consents that should an event of default occur under any of the loan documents as defined in the Cinema Mortgage, then an Event l)fDefault shall exist under the Loan Documents with respect to the Shopping Center Mortgage. In the event of a default under the loan docwnents with respect to the Cinema Mortgage and following notice to Mortgagor and Cinema Mortgagor (as defined in the Cinema Mortgage) and the expiration of the applicable cure period, if any, Mortgagee shall have the right, in its sole and absolute discretion, to exercise and perfect any and all rights in and under the Loan Documents with regard to the Shoppillg Center Mortgage, including but not limited te an a.ccelerationofthe Note secured hereby and the sale of the Mortgaged Property in accordance with the terms of the Shopping Center Mortgage. 64. Release of Lien. Mortgagor acknowledges and agrees that Mortgagee will not release the first-priority lien (In the Mortgaged Property until the fixed rate note on the Cinema Mortllagehas been paid in full and all tenns and conditions of the Cinema Loan Drx:~ents (a~ dermcd in thc Cinelna Mortgage) have been satisfied 10 Mortgagee's sole and absolule discretion. 65. PwiaJ Rell'asc Provisions. Notwithstanding the terolS of Ihis Mortgage and the other Loan Documents to the contrary, Mongagee agrees with Mortgagor as follows: (;U.Hji\L\Wl'vlnPlUSM("\DEi\LS\REN1ONV~MOOTSA.OIO -49- • . _"";. __ .. -__ =-==:0_=;';''':::--=-=' =':;;"'P":;_=~;:;;;;;;;;"=' = .. =.===-__ ..... ~ ----- - - '-l o o • (a) In accordance with S.;ction 12 of this Mortgage, any sale, conveyance, alienation, pledge or transfer of all or any portion of the Mortgaged Property described in Exhi.lli1.A anached hereto. without the prior written consent of Mortgagee shall constitute an Event of Default under the Mortgage. (b) Notwithstnndingthe foregoing, Mortgagee shall give such written consent to any proposed reconveyance of all or any portion of that portion of the Mortgaged Property which is more particularly described in Exhibit C attached hereto (the "Release Lot"), to Mortgagor and shllll release the Release Lot from the Mortgage (a "Partial Release") upon the satisfaction of each and every of the following conditions precedent (singularly and collectively referred to as a "Partial Release Condition"): (i) Mortgagor shall submit a prepared partial release instrument (the "flIniaI Release Inslmment") accurately describing the Release Lot and any infonnation necessary for Mortgagee to process the Partial Release Instrument, and such other documents and inIonnation as Mortgagee may reasonably request. In no event shall the execution and delivery of a Partial Release Instrument affect any of Mortgagor's obligations under the other Loan Documents. All recording fees and taxes are to be paid by Mortgagor. (ii) Mortgagor must provide satisfactory evidence to Mortgagee of the following matters: (A) that the balance ofthc Mortgaged Property complies with all federal, state and local land use and zoning laws (including, without limitation. minimIL'1l lot size, parking regulations, set back, lot coverage ratios, frontage, subdivision, site plan approval and access to a public right-<lf-way);(B) that all required notices, ifany, have been ~ivcn and consents, if any, obUlined in connection with the proposed Partial Release; (C) that the Release Lot will be assessed as a separate tax parcel wi th respect to all property taxes and assessments; and (D) that tho;: future uses of the Release Lot will not violate any exclusivity provision in any Lease pertaining to the Mortgaged Property nor any covenant, restriction, condition or other title matter then encumbering the Mortgaged Property. (iii) Prior to the etrectivedate of the proposed Partial Release, Mortgsgorshall provide to Mortgagee a title policy indicating that the Release Lot is encumbered with the sarne reciprocal agreements as those which are in effect with respect to the Mortgaged Property as of the date hereof. as set forth on the title policy covering the Mortgaged Property, except as the same may have been modified, amended, released or added in accordance with the terms of this Mortgage. herein. 66. Noo-reco\IDe. The non-recourse provisions contained in the Note are incorporated [Balance of Page Intentionally Left Blank - Signature Page Immediately Follows] () II.EGAI.IWPlACl/'lGSMC'lDEAI.sIRENTONVJ\MOOTSA.OIO -50- I , 1 ! i I j 25X 10 :~:~'"'''/~' ._! ,~ . ~:." _ "-,<~,.~f< ' - - o .I o • Mortgagor has executed this instrument as of the day and year first above written. STATE OF WASHrNGTON ~Ol1NTY OF 't-, "'"'0 § § § MORTGAGOR: RVA CENTER LLC, Washington limited liability company By: SMG Center LLC, a Washington limited liability company Its Managing Member BY:~ ..... e:Micru.el Sandorffy Title: Manager I certify that I know or have satisfactory evidence that MICHAEL SANDORFFY is the person who appe.tIed before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the Manager ofSMG Center LLC, a Washington limited liability company, Managing Member of R V A CENTER LLC, 8 Washington limited liability company, to be the free and voluntary act of ~uch limited liability company for the uses and~ lUC!!tioned in the instrument. ----./ J DATED September 1, 19(98 // /, ~/}/( "h-;L [SEAL or SI.AMP,l , ----~,. r.c. i:"'" --,r,~ .. " ... ~ " i " .-.... '\"" <: " , . T.I ... · 1,0' : f ~,~ "JI~ ~.,.\r;~J f I ., "I~:~ .-", ~ o:.'II.'I~.~"""--4 .: 'il Wt..,~: ... - t. \ \'\\"', ...... Printff ype N arne Notary Public in and for the State of Washington residing at S£--c-.l,-\-\ l Myappoinuntntexpires: '\.30.0 ' ___ _ MORTGAGE. onn OF TlUlST" SFCIIRm' "GRHMf>,'T C; \L[G"l\\l'i".A(,lPl(jSMO()lAUIRlNTONVI\lo1I,lQT~A.OO2 ·s I· - - o o o • EXHffilIA U:l:al Description MQrtmed Property LOT C OF CIn OF REN'TON LOT LINE ADJUSTME!'<'T NO. 001-88, ACCORDING TO LOT LINE ADJUSTMENT RECORDED UNDER KING COUNTY RBCORDING NO. 8911139006; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. MOH.TGAGf., nfm Of TKIIST & \, ("IJKlfV AliKEl!MLNT (i 'I.' .(iAI.\WI'\AO I'r .... "H 'I )I'" I .... II. IN I()N V ''''''1 I>U 1,\" 001 -52· . ... • p - - o L., PARCEL A: o .. EXffiBIT B Leiil Dcscription Cinema MQrtillic LOT 1 OF RENTON VILLAGE AS£OCIATES BINDING SITE PLAN NO. BSP-026-90, AS PER PLAT RECORDED IN VOLUME 152 OF PLATS, PAGES 26 THROUGH 31, RECORDS OF KING COUNTY; SITUATE IN THE CITY OF RENTON, COUNTY OF KIN.3, STATE OF WASHINGTON. PARCEL B: A NON-EXCLUSIVE EASEMENT FOR ROADWAY AS ESTABLISHED UNDER RECORDING NO. 8612311880, AS AMENDED UNDER 9005161048; 1..-, SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF '" WASHINGTON. " g "" o (rJ a') /o40~TG"'GE. DHum TRU~T" ,I:UIKII ,. A(;KI:I:MENT r. II.EGAI.'WI'lACIJ'\CoSM("\OI· ... ,."KI'N '''N\'I'M'XlTSII 002 -53- - - o o .. EXHIBITC 1&"1 DescriptioD Release Lot TIiAT PORTION OF LOT 'C', CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA.ool-88 RBCORDHD UNDER KINO COUNTY RBCORDINO N9. 9004099029 DESCRlBBD AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OP BAID LOT "C"; TIlBNCB NOlllll Tr 2&' 26" EAST ALONG TIm SOtn'HWBSTBRL Y LINE OF SOUIH GRADY WAY. A DISTANCE OF 203.55 FBBTTO A TANGENT CURVE T01HBLEPrHAVlNG A RADIUS OF 3&69.71 PBB1'; THENCB NOR.1HEASTEJU. Y ALONO SAID CURVE AND SAID SOU1HEASTERL y LINB, AN ARC DISTANCE OF 184.70 FBET 'nmoUOH A CBNTRAL ANGLE OF o:r 44' OS" 1'0 mE NORTIiWBST CORNER. OF PARCBL 1 DmcRIBED IN MEMORANDUM OF LEASE DESCRIBED UNDEllnNG COUNTY RECORDING NO. 9610310153; THBNCB SOUTH 00" 31' 47" EAST ALONG THE WEST LlN1WF SAID PARCEL 1 AND ITS SOtTIHERL Y EXmNSION, A DISTANCB OF 456.17 FEET; nmNCB NORm gil" 5S' 52" WEST, A DISTANCE OF 46.56 FEET; THENCB BOlJIH 01" 23' 37" WEST, A DISTANCE OF 241.78 FEET TO TIm SOtml LINB OF SAID LOT "CN; THBNCB WESTERLY, NORTHWESTERLY AND NORnmRL Y ALONO mE SOUTHERLY. SOUIHWESTERL Y AND WESTERLY LlNB OF SAID LoT "C· TO THE BEGINNING; SITUATE IN mE COUNTY OF KINO, STATE OF WASHINGTON. MORTGAGE. DCEDOFTRUSTA SroCUKlrI' I\GKEEMF'NT G.IILGALIWP\ACI.P\GSMc\oEAI-'IIU:NIUNV'MllO IS" 002 ·54. - - , c o o o .. RC'IUIll Address NlJ1'IO Republic Title of Texas, Inc. ~~_. )00 Crescent CO',n. Suite 100 Auou<>o ______________________________ __ City.Slatc].ip Dallas. Tx 75201 Actn: Janell Dsvidson ................................................................... _ ............................................ _ .............. . Documeot ntlt{.) (or lr:lnSaCtioru contained thereio): 1. ~Bsignment of Mortgage and Assignment of Leases and Rents 2. 3. 4 . ......................................................... _ ..... _._ ............................................................. . Rd.n:oce Numbeoil) or DocuDlcoli wlCUtd or nlcued: (on page _2_ of documents(s)) 1rlJ'fo.Q ,355 •• 1 ............................................................................................ , •••••••••••••••••••••••••••••••••• Gn.nlooi') (l.asI rwn~ rust, then lim rwne and init.i.als ) \, Amresco Capital. L.P. 2. 3. 4. ".:[) HJH RECr.ih~1 '\',.,!": I ~ ;,,,.;,, ,. " .... ":SNAT!Oil WI.:: !i'iSUHANCE CO, 5, Additional names 00 p3gt= . .,.--,---:':""' of documeDt .................................................................................................................................. Graoltt(s) (Last name first. then lirst name and I~jtials) I. LaSalle National Bank. as Custodian or Trustee 2. J ~ . Additional rwnes on page _____ of documenL . ............... .......................... ................. _ ............... -.. _ ............................................... . Additional legal is on page ____ of documeDl . .................................................................................................................. ne AudilorlR«ordcr .. III nly oa Ibe Informatloa provl4td os the rorm. T1Ic ltafT ",IU 00( IUd the documeotto .'nily tbe accuracy or completeo.u or tbe lodwollorormadoa pl"OYided bema. .................................................................................................................. w ASIII~CTON STAT! COllNTY AllDITOR/ll!.CORDU'. INDEX INC t'OllM (e-_> rOml 726~2 - - o o o .. ASSIGlSMENT OF MORTGAGE AND ASSIGlSMENT OF LEASES AND RENTS (AMRESCO to Cu.todI8n) STATE OF WASHrNGTON § § § KNOW ALL MEN BY TIlESE PRESENTS COUNTY OF KlNG This Assignment of Mortga}e and Assignment of Leases and Rents (this ,. Assi~ent") is made and entered into as of the 2 day of September, 1998, by AMRESCO CAPII AL, L.P., a Delaware limited partnership ("~"). for the benefit of LaSALLE NATIONAL BANK, a national banking association, as Custodian or Trustee ("~"). I. 2 Assignor made, us of thc date hereof. a mortgage loan in thc principal anlount of $8.550,000.00 ("l&a.n") to RVA CENTER LLC, a Washington limited liability company, ("lli!l:l:mw"). The Loan is secured by (i) a mortgage or deed of trust ("MOJ"tiiliC") executed by Borrower dated of even date herewith on the property commonly known as Renton Village Shopping Center, Renton, King County, Washington, and (ii) an assignment of leases and rents ("AssiiJlmeot of Leases") executed by Borrower dated of even date hcrewith, both of which cover the real property described on Exhihi1..A attached hereto and are recorded (or shall be recorded) in the official public records of King County, Washington; and \jnder Raggrdinljl N~ '1$Of@ 1355' ~ ~Q3 ·13S<.p Assignor desires to assign, transfer and ·';{lnvey all of its right, title and interest in the Loan, 'he Mortgage, the Assignment of Leases and any and all other documents evidencing, governing or securing the Loan (collectively. the "Loan Documents") to Assignee subject to the provisions of the Mortgage Loan Origination and Sale Agreement dated as of December 19. 1997. executed by and between Assignor and AMRESCO Capital Limited, Inc. ("ElIK~"), as amended from time to time and subject to the terms of the Custodial Agrecmcnt daled as of December 19, 1997, between.!nJn JIliD, Purchaserand Assigllee (the "Od~inatiQD AgreCmeDl'j. NOW, THEREFORE, in consideration of the recitals stated above and other good and valuable (;onsideration. the receipt and sufficiency of '~:hich are hereby r.cknowledg-:d, Assignor agrees as follows: A. Assignor hereby assigns, transfers and conveys to Assignee all of Assignor's dght, litle and interest in. to and arising out of the Loan, the Mortgage, the Assignment of Leases and the other Loan Documents subject to the provisions of the Origination Agreemtnl. 13. The terms and provisions of this Assignment shall inure 10 the benefit of, and shall be binding upon. the successors and assigns of the parties hereto. ASSIGNMENT OF MORTGAGE AI"D A5SIGNMrNT OF l.EASES AND RF.NTS (AMIU;SCU '" CUI'od'lIl) (2!2I'JI) - - l o o o .. C. This Assigruncnt shall be construed and enforced according to the laws of the State of Washington. D. Assignor agrees to execute and deliver to Assignee such other documents as may be reasonably necessary in order to effectuate the transaction contemplated hereby. This Assigrunent is executed as of the day, month and year first above written. STATE OF TEXAS COUNTY OF DALLAS § § § ASSIGNOR: AMRESCO CAPITAL, L.P., a Delaware limited partnership By: AMRESCO Mortgage Capital, Inc., a Delaware corporation Its !.Ole General Partner By:_J~~~a.~~.::.........!:--=-_ Name: FredA~_ Title: --S"'e=nlotlnvemnentUffICe~ The foregoing instrument was acknowledged before me &;~ day of September, 1998, by fS'<lL\ 1\ ~ ~o\;:,J:{) ,-::x \D~~ of AMRESCO Mortgage Capital, Inc., a Delaware corporation, sole General Partner of AMRESCO CAPITAL, L.P .• a Delaware limited partnership, on behalf of said corporation and limited partnership. l\otary Public in an or the State ofTeXllS My Commission Expim: ________ _ ASSIGNMENT Of MORTGAGE AND ASSIGNMENT OF lEASES AIID Ilfl(l'S (AMllSCO ID CUOlDdi"l (2/lIlI11 , . f - - o o o .. EXlllBII A (Description of Real Pmprny) LOT C OF CITY OF RENTON LOT LINE ADJUSTMENT NO. 001-B8, ACCORDING TO LOT LINE ADJUSTMENT RECORDED UNDER KING COUN'l'Y RECORDING NO. 8911139006; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. ASSIGNMENT or IdOR rr.AGE AND ASSIGNMENT Of LEASES AND R£NTS (A .... RE.SCO U) Cowodilll) (2/2J9I) . ... .. - - l 0' o RETURN TO: Republic Title ofTexas,lilc, 300 Crescent Court, Suite 100 Dallas, Texas 75201 Attention: Janell Davidson o .. Loan No. 400029270 ASSIGNMENT OF LEASES AND RENTS 1b~:il1. Y 1 -.?- Reference number of document assigned: Grantorl Assignor: RV A CENTER LLC, a Washington limited liability company ~ Grantee/Assignee: AMRESCO CAPITAL. L.P., U' v .. ... ~ n " a Delaware limited partner:ship Legal description (abbreviated· full shown on page Exbjbjl A attached hereto): Lot C Renton LLA No. 001-88, Recorded 8911139006 Assessor's Tax Parcel No. 192305-9043-07 Flv:n ;'('1'1 'O;-,,:~,,~~~ AT THE REQUEST Or r:-,,~,:~~ :.::", "llE INSURANCE CO. THiS ASSIGNMENT OF LEASES AND RENTS ("Ass;iOlDcnl") is made as of September 2. 1998, by RVA CENTER LLC. a Washington limited liability company ("~") to AMRESCO CAPITAL. L.P., a Delaware limited partnership ("Ass;"nee") . Assignor, for good and valuable consi<',el1ltion. the receipt and sufficiency ofwhicb nrc: hereby acknowledged, does hereby GRANT, SELL, CONVEY, ASSIGN. TRANSFER. SET OYER AND DELIVER to Assignee the entire lessor's interest in and to all current and future leases and other agreements affecting the use, enjoyment. or occupancy of all or any part of the i j , i '~ ~ I j I \ 5 - - 1 o o o o • Mortgaged Property (as defined in the Mortgage, which is defined below), which Mortgaged Properly includes that certain lot or piece of land, more particularly described in Exhibit A annexed hereto and mode a part hereof. TOGETHER WITH all other leases and other agreements affecting the use, enjoyment or occupancy of any part of the Mortgaged Property now or hereafter made affecting the Mortgaged Property or any portion thereof,to~ether with any extensions or renewals of the same (all of the leases and other agreements described above together with all other present and future leases and present and future agreement~and nny extension or renewal of the same arc hereinafter collectively referred to as the "~"); TOGETHER WITH all rents, income, issues,rcvenuesand profits arising from the Leases and renewals thereof and together with all rents, income, issues and pro Ii ts from the use, enjoyment and occupancy of the Mortgaged Property (including, but not limited to, minimum rents, additional rents, ;>ercentage rents, deficiency rents, security deposits and liquidated damages following default under any Leases, all proceeds payable under any policy of insurance covering loss of rents resulting from untenantability caused by damage to any part of the Mortgaged Property, all of AssignOl's rights to recover monetary amounts from any Lessee (as hereinafter defined) in bankruptcy including, without limitation, rights of recovery for use and occupancy and damage claims arising out of Lease defaults, including rejection of a Lease, together with any SWTIS of money that may now or Bt any time hereafter be or become due and payable to Assignor by virtue of any and all royalties, overriding royalties, bonuses, delay rentals and any other amount of any kind or character arising under any and all present and all future oil, gas and mining Leases covering the Mortgaged Property or any part thereof, and all procuds and other amounts paid or owing to Assignor under or pursuant to any and all contracts and bonds relating to the construction, erection or renovation of the Mortgaged Property) (all of the rights described above hereinafter collectively referred to as the "Rmls"). THIS ASSIGNMENT IS made for the purposes of securing: A. The payment of the Debt as defined in that certain Note made by Assignor to Assignee, dated the date hereof, in the principal sum ofS8,~50,OOO.OO (the "tfuLl:"), and secured by the Mortgage (as defined in the Note) covering the Mortgaged Property. B. The performance and discharge of each and every obligation, covenant and agreement of Assignor contained he~in and in the other Loan Docwnents (as defined in the Note) Other than as disclosed to Assignee in writing prior to the date of this Assigrunent, Assignor warrants to Assignee that (a) Assignor is the sole owner of the entire lessor's interest ASSIGNMENT OF LEASES AND RENTS (111m) G .II.EGAL I WI'VICL I'IGSMC\l)E A LSIlU:NTON VI\ASSIGNLA.OO6 2 -~~~".t-'-·'· • • I t - - o o o o .. in tht Lea~es; (b) the Leases are valid, enforceable and in full force and efTect and have not been altcred. modified or amended in any manner whatsoever except as disclosed to Assignee; (cl neither tht: Leases nor the Rents reserved in the Leases have been assigned or otherwise pledged or hypothecated; (d) none of the Rents have been collected for more than one () ) month in advance; (e) Assignor has full power and authority to execute and deliver this Assigrunent and thc execution and delivery of this Assignme!lt has been duly authorized and does not conflict with or constitute a default under any law, judicial order or other agreement afTecting Assignor or the Mortgaged Property; (f) the premises demised under the Leases have been completed and Lessees under the Leases have accepted the same and have taken possession of the same on a rent-paying basis except as explicitly identified on the certified rent roll dated B· ~ \ -'8 .delivered by Assignor to Assignee; and (g) there exist no ofTsets or defenses to the payment of any portion of the Rents. Assignor covenants with Assignee that Assignor (a) shall observe and perform all the obligations imposed upon the lessor under the Leases and shall not do or permit (0 be done anything to impair the value of the Leases as security for the Debt; (b) shall promptly send to Assibnee copies of all notices of default which Assignor shall receive under the Leases; (c) shall not collect any Rents more than one (I) month in advance; (d) shall not execute any other assignment of lessor's interest in the Leases or the Rents; (e) shall execute and deliver at the ~ request of Assignee all such funherassumnces.confirmationsand assignments in cormection with II) the Mortgaged Property as Assignee shall from time to lime require; (I) shall not enter into any M new lease of the Mortgaged Property without the prior written consent of Assignee (unless such ~ new Lease satisfies the Approval Conditions described below), and in any event, any new Lease o shall be on Ii form of lease approved by Assignee without material change; (g) shall deliver to ~ Assignee, upon request, tenant es!oppel certificates from at least ninety percent (90%) of the Cl) commercial Lessees at the Mortgaged Property in form and substance reasonably satisfactory to 0') Assignee or as provided in the Leases between Assignor and Lessees so long as Assignee is able to independently investigate the circumstancessurroWlding the remaining Lessees' failure to sign the tenant estoppel certificates and A.ssignee is reasonably satisfied as to the reasoning for the refusal to sign. Assignor must obLain all tenant estopr-e1 cer1ificates for tenants representing more than ten percent (10%) of the Mor1gaged Proper1y (provided. however, that Assignor shall not be required to deliver su,h certificates more frequently than two [2) times the first year and one f1ltime thcn:after); and (h) shall deliver to Assignee, at Assignee's request, executed copies of nil Leases now e).is!ing or hereafter arising. Assignor further covenants witi-, Assignee thal, except to the extent that Assignor is acting in the ordinary course: of business as II prudent operator of property similar to the Mortgaged Proper1y, Assignor (a) shall promptly send to Assignee copies of all notices of default which Assignor shall send to Lessees under the Leases; (b) shall enforce all of the terms. covenants and conditions contained in the Leases upon the part of the Lessees thereunder to be observed or ASSlGNMFN'T Of' I f..\,rs liND RHfrs (1111'1l) v \Hu~L\WP\l\(,Ll'lu~Mt\OF "L~\ItENlOHVI\ASSf(,NLI< "06 ) • • ~ 1 , ~ .. , j t 1 ~ 25X I [ - - o o o • performed, short of termination thereof; (c) shall not alter, modify or change the terms of the Leases without the prior written consent of Assignee, or cancel or b:rminate the Leases or accept a surrender thereof or take any other action which would effect a merger of the estates and rights of, or a termination or diminution ofthc obligations of, Lessees thereunder; provided however, that any Lease may be cancelled if at the timc of cancellation thereof a new Le~ is entered into on suhstantiallythe same terms or more favorable terms as the cancelled Lease; (d) sh.t..ll not alter, modify or change the terms of any guaranty of any of the Leases or cancel or terminate any such guaranty without the prior written consent of Assignee; (e) shall not consent to any assignment of or subletting under the Leases not in accordance with their terms, without the prior written consent of Assignee; and (I) shall not waive, release, reduce, discount or otherwise discharge or compromise the payment of any of the Rer.ts to accrue under the Leases. Assignor further covenanL~ with Assignee that (a) all Leases shall be written on the standard form ofle~ which has been approved by Assignee; (b) upon request, Assignor shall furnish Assignp.e with executed copies of all Leases; (c) no material changes may be made to the Assignee-approvedstandard lease without the prior written consent of Assignee; (d) all renewals of Leases and all proposed Leases shall provide for rental rates comparable to existing local market rates and shall be arm's-length transactions; and (e) all future Leases shall provide that (i) \hey are subordinate to the Mortgage and any other indebtedness now or hereafter secured by the Mortgaged Property, (ii) Lessees agree to anom to Assignee (such attornment to be effective upon Assignec's acquisition of title to the Mortgaged Property), (iii) Lessees al:fec to execute such further evidences of attornment as Assignee may from time to time request, (iv) the attornment of Lessees shall not be terminated by foreclosure. (v) Assignee may, at Assignee's option, accept or reject such attornment, and (vi) upon request by Assignee (which fUluests may be mude no more than twicedwing the first year and no more than once in any twelve (12) month pcnod thereafter),Lessees shall furnish to Assignee a certificate signed by Lessce confirming and containing such factual certifications and representations deemed reasonably appropriate by Assignee. Notwithstanding anytning to the o.;ontrary contained herein, and provided tlaat no Event of Default (as defined in the Mortgage) ,hall exist and be continuing, the following terms and provisions shall apply (\he "Approyal Conditions"): (a) Assignee':; consent shallllCJt be required for modificatiolls of Leases if (i) th~ Lease to be modified does not involve more than 15,000 relJtable square fect of the Mortgaged Property, nor provide more than 15% of the gross rent payable under all Leases at the Mortgaged Property, (iii such modificalions (together with all prior modifications of such Lease made without Assignee's consent) do not materially decrease the obligations of l.essee nor m3terially incre~ the ('bligations of the lessor, (iii) such modifi~a.ion (togethcr .... ith all prior modifications of Leases made without Assignee's A\SlGNMnn or I.E~SF.S ANlJ RFNrs (111197) l.J \1.UJ.\:.,.·WP\ACLP\{j\Ml\UI:.AI_'i\RENTONVI\ASSIGN1.4 006 ._._. _ ._:: .... '-.: .. __ '-__ .,~_ -==ooi-=-=' .6:"=~=-:::::=;-==-;;;;'",,--=. =.' =_ ... ! __ J ... ~ . .. . . t :~ J i 1 i I 25xlo • ~ " • ' ... -'I.' --" ~" ' " - - l o· o I j v o • consent) will nol adversely affect the Mortgaged Property, Assignee, or Assignor's abilily to fulfill its obligations under the Loan Documents (other than to a !k IIl.iniJnU extent), and (iv) the Lease as so modified meets all criteria thaI would be required with respect 10 new Leases as set forth in subpart (c) below. If Assignee has not responded to any request by Assignor for consent required in this subpart (II) within fifteen (15) business days of receipt of request, Assignee's consent shall be deemed to have becn given. (b) Assignee's consent shall not be required for termination of a Lease if (i) Lessee under such Lease is in default beyond all applicable notice and grace periods. (ii) the Lease to be tenninated does not involve more than 15,000 rentable square feet of the Mortgaged Property, nor provide more than 15% of the gross rent payable under all Leases at the Mortgaged Property. and (iii) such termination ,yjll not adven;ely affect the Mortgaged Property, Assignee, or Assignor's ability to fulfill its obligations under the Loan Documents (other than to a !k lIIinimil extent). [f Assignee has not responded to any request by Assignor for consent require.:! in this sybpart (b) within ten (10) business days of receipt of request, Assignee's consent shall be deemed to have been given. (c) Assignee's consent shall not be required for execution of a new Lease of space al the Mortgaged Property if (i) such Lease does not involve more than 15,000 rentable sqWlIe feet of the Mortgaged Property. nor provide more than 15% of the gross rent payable under all Leases al the Mortgaged Property, (ii) such Lease will nol adversely affect the Mortgaged Property. Assignee. or Assignor's ability to fulfill its obligations under the Loan Do<:uments, (iii) such Lease is on the standard form of lease approved by Assignee, (iv) such Lease is the result of an anns-[ength transaction and provides for rental rates compBnl.ble to existing market rates, (v) such Lease does not contain any terms which would materially affect Assignee's rights under this Assignment or the other Loan Documents, and (vi) Ihe term of such Lease (including any renewal or extension term) shall be no less than three (3) years and no more than ten (10) years. If Assigilee has nol responded 10 any request by Assignor for consent required in this sybpart (c) within ten (10) business days of receipt of request; Assignee's consent shall be deemed 10 have been given. THIS ASSIGNMENT is made on the following terms, covenants and conditions: ASSIGNMENT Of LF.AS[5 AND RF.NTS (&111971 G'ILEGAL\WI'\ACLI'\OSMC\DEALS\J\EN"TONY~IGNL4006 5 - - o () o • I, PreseDl Assil:nment. Assignor does hereby absolutely and unconditionaliyassign to Assignee Assignor's right, title and interest in all current and future Leases and Rents, it being intended by Assignor that this assignment constitute a present, absolute assigrunent and not an assigruncnt for additional security only, Such assignme;;t to Assignee shall not be construed to bind Assignee to the performance of any of the covenants, conditions, or provisions contained in any of the Leases or otherwise to impose any obligation upon Assignee, Assignor agrees to execute and deliverto Assignee such additional instruments. in fonn and substance satisfactory to Assignee, as may hereinafter be requested by Assignee to further evidence and confirm said assignment. Assignee is hereby granted and assigned by Assignor the right to enter the Mortgaged Property for the purpose of enforcing its interest in the Leas~s and the Rents, this Assignment constituting a present, absolute and unconditional assignment of the Leases and Rents, Nevertheless, subject to the terms of this paragraph, Assignee grants to Assignor a revocable !icense to operate and manage the Mortgaged Property and to collect the Rents. Assignor shall hold the Rents, or a portion thereof sufficient to discharge all current sums due on the Debt for use in the payment of such sums. UPO:l an Event of Default, the license granted to Assignor herein shall automatically be revoked and Assignee shall immediately be entitled to receive and apply nil Rents, whether or not Assignee enters upon and takes control of the Mortgaged Property. Assignorhereby grants and assigns to Assignee the right, at its option, upon the revocation of the license granted herein to enter upon the Mortgaged Property in person, by agent or by court-appointed receiver to collect the Rents. AJJy Rents collected after the revocation of the license herein granted may be applied toward payment of the Debt in such priority and proponion as Assignee, in its discretion, shall deem proper. 2. Remedies of Assii:nee. Upon or at any time after an Event of Default, A!lSignee may, at its option, without waiving such Event of :)efault, without notice and without regard to the adequacy of the security for the Debt, either in person or by agent, with or without bringing any action or proceeding, or by a receiver appointed by a court, take possession of the Mortgaged Property and have, hold, manage, lease and openlte the Mortgaged Property on such terms and for such period of time as Assignee may deem proper and either with or without taking possession of the Mortgaged Property in its own name, demand, sue for or otherwise collect and receive all Rents. including those past due and unpaid with full power to make from time to time all alterdtions, renovations, repairs or replacements thereto or thereof as may seem proper to Assignee and may apply the Rents to the payment of tile following in ~uch order and proportion as Assignee in its !ole discretion may determine, any law, custom or use to the contrary notwithstanding: (a) all expenses of managing and securing the Mortgaged Property, including, without being limited theretn, the salaries, fees and wag;!S of a managing agent and such other employees or agents as Assignee may deem necessary or desirable and all expenses of operating and maintaining the Mortgaged Property, including, without being limited thereto, all taxes, charges, claims, assessments, water charges, sewer rents and any other liens, and premiums for all insurance which .\ssignee may deem necessary or desirable, and the cost of all alterations, A;SluNMr.N I Of UA~t,S AND RENTS 1111/97) r. ILEGAI,I\I'I'\ACI,PlG,MClDf.ALSIRENTONVlV\.\SIGN\ &. 006 6 :0 J 1 I , l ~ .~ I '. - - o o ) o .. renovations, repairs or replacements,and all expenses incident to taking and retaining possession of the Mortgaged Property; and (b) the Debt, (including all costs and attorneys' fees). In addition to the rights which Assignee may have herein. upon the occurrence of an Event of Default Assignee. at its option. may either require Assignor to pay monthly in advance to Assignee, or any receiver appointed to collect the Rents, the fair and reasonable rental value for the usc and occupation of such part of the Mortgaged Property as may be in possession of Assignor or may require Assignor to vacate and surrender possession of the Mortgaged Property to Assignee or to such receiver and, in default thereof. Assignor may be evicted by summary proceedings or otherwise. For purposes of PBra2raphs) and 2. Assignor grants to Assignee its irrevocable power of anomey. coupled wiLl an interest, to take any and all of the aforementioned actions and any or all other actions designated by Assignee for the proper management and preservation of the Mortgaged Property. The exercisc by Assignee of the option granted it in this paragraph and the collection of the Rents and the application thereof as herein provided shall not be considered a waiver of any Event of Default under any of the Loan Do(:uments. 3. No Liability of AssiKnee. Assignee shall not be liable for any loss sustained by Assignor resuiting from Assignee's failure to let the Mortgaged Property after an Event of Default or from any other aci or omission of Assignee in managing the Mortgaged Property after an Event of Default unless such loss is caused by the willful misconduct or gross negligence of Assignee. Assignee shall not be obligated to perform or discharge any obligation, duty or liability under the Leases or under or by reason of this Assignment and Assignor shall, and hereby agrec:s, to indemnify Assignee for. and to hold Assignee harmless from. any and all liability, loss or damage which rna)' or might be incurred under the Leases or under or by rea~on of this Assignment and from any and all claims and demands whatsoever, including the defense of any such claims or demands whic h ,nay he asserted against Assignee by reason of any a1legd obligations and undenakings on its part to perform or discharge any of the terms, covenants or agreements contained in the Leases. Should Assignee incur any such liability, the amount thereof, including costs. expenses and reasonable attorneys' fees. shall be secured hereby and by the Loan Documents and Assignor shall reimburse Assignee therefor immediately upon demand and upon Assignor'S failure to do so, Assignee may, at its option, exercise any and all rL'medies available to Assignee hereunder and under the other Loan Documents. 1 his Assignment shall not operate to place any obligation or liability for the control, care, management or repair of the Mortgaged Property upon Assignee. nor for the carrying out of any of the terms and conditions orthe Leases; nor shall it operate to make Assignee re!iponsible or liable for any waste committed on the Mortgaged Property, including without limitation the presence of any Hazardous Substances, (as defined in the environmental Agreement. which is defined in the Note), or for any negligence in the management. upkeep, repair or control of the Mortgaged Property resulting in loss or injury or death 0 any Lessee. licensee, employee or stTanger. AS.~lvNMJ:N r OF UA.":~ ANn RENTS 1&111971 Ii \1.I:I;AI.\WI'\ACLPlvSMl'D~ALSIRl"'TUNVI\ASSIGNlA.OO6 7 - - o o o .. 4. Notice to Lessees. Assignor hereby authorizes and directs Le5sees named in the Leases or any other or future Lessees or occupants of the Mortgaged Property (the "Lessee!~J") upon receipt from Assignee of written notice to the effect that Assignee is then the holder of the Note and that an Event of Default exists thereunder or under the other Loan Documents to pay over to Assignee all Rents and to continue 50 to do Wltil otherwise notified by Assignee, without further nOlice or consent of Assignor and regardless of whether Assignee has taken possession of the Mortgaged Property, and Lessees may rely upon any W!inen statement delivered by Assignee to Lessees without any obligation or rightto inquire a~ to whether such default actually exists and notwithstandingany notice from or claim of Assignor to the contrary. Assignor further agrees that it shall have no right to claim against ony of Lessees for any such Rents so paid by Lessees to Assignee and that Assignee shall be entitled to collect, receive and retain all Rents regarJless of when and to whom such Rents are and have been paid and regardless of the form or location of such Rents. Any such payment to Assignee shall constitute payment to Assignor under the Leases, and Assignor appoints Assignee as Assignor's lawful attorney-ill-fact for giving. and Assignee is hereby emp.Jwered to give. acquittances to any L(:~see for such payment to Assignee after an Event of Default. Any Rents held or received by Assignor after a written request from Assignee to Lessees for the payment of Rents shall be held or received by Assignor a~ tru.~tcc for the benefit of Assignei: only. 5. RentaIO[sets. If Assignor becomes aware that any Lessee pr(lposes to do, or is doing. any act or thing which may giw rise to any right of set-off against Rent. Assignor shall (ii take such steps as shall be reasonably calculated to prevent the accrual of any right to a set-off against Rent. (ii) notify Assignee thereof and of the amount of said set-offs, and (iii) within ten (10) days aller such accrual for a valid set-off, reimburse Lessee who shall have acquired such right to set-off or take such other steps as shall e[tctively di:.charge such set-off and as shall effectively assure that Rents thereafter due shall continue to be payable without sct-off or deduction. 6. Security Deposits. All security deposits of Lessees. whether held in cash or any other form. shall be \reated by Assignor as trust funds. shall not be commingled with any other funds of Assi~nor and. if cash. shall be deposited by Assignor in one or more segregated accounts at such commercial or savings bank or banks as is reasonably satisfactory to Assignee. Any bond or lIther instrument which Assignor is permitted to hold in lieu of cash security deposits under applicahle legal requirements (i) shall be maintained in full force alld effect unless replaced by ca~h deposits as hereinabove described. (ii) shall be issued by an entity .reasonably satisfactory to Assignee. (iii) shall. ifp<:rmilted pursuant to legal requirements, name Assignee ao; payee or beneficiary thereunder(or at Assignee's option, subject to applicable Assignor requirements, be full y assignable to Assignee), and (iv) shall, in all respects, comply with applicable legal requirements and otherwise be reasonably satisfactory to Assignee. Assignor shall, upon request, provide Assignee with evidence reasonably satisfactory to Assignee of Assignor's compliance "S~J(it<Mlt< r o~ LE"stS Mm K~NTS (8I1t'H) U I t:GAI.\WP\ACI."uSMC'I[)F.AI.\lRr.NT()NVIlA\Slut<)~ 000 s - - o o o o .. with the foregoing. Following the occurrence and during the continuance of any Event of Dcfault. Assignor shall. upon Assignee's request, if pennined by applicable Icgal requirements, turn over to Assignee the security deposits (and any interest theretofore earned thereon) with r.:"pc.:t to all or any portion of the Mortgaged Property, to be held by Assignee subject to the terms of the Leases. 7. Rclocatioos. In no event shall Assignor exercise any right to relocate any Lessee pur.;uant to any right set forth in a Lease without the prior written consent of Assignee. However, Assignee's consent shall not be required for relocation of any Lessee if (i) Lessee's Lease does not involve more than 15,000 rentablc square feet of the Mortgaged Property, nor provide more than I So;. of the gross rcnt payable under nil Leases at the Mortgaged Property and (ii) such relocation will not adversely affect the Mortgaged Property, Assignee or Assignor's ability to fulfill its obligations under the Loan Documents (other than to a Ik minimis extent). I f Assignee has not responded to any request by Assignor for consent required in this Seclion 7 within fifteen (15) business days of receipt of request, Assignee's consent shall be deemed \0 have been given. 8. Other SecurilY. Assignee may take or release other security for the payment of the Debt, may release any party primarily or secondarily liable therefor and may apply any other security held by it to the reduction or satisfaction ofthe Debt without prejudice to any of its rights under this Assignment. 9. Other Remedies. Nothing contained in this Assignment and no act done or omitted by Assignee pursuant to the power and rights granted to Assignee hereunder shall be deemed to be a waiver by Assignee of its rights and remedies under the other Loan Documents and this Assignment is made and accepted without prejudice to any of the rights and remedies possessed by Assignee under the terms thereof. The righl. of Assignee to collect the Debt and to enforce any other security therefor held by it may be exercised :>y Assignee either prior to, simultaneously with. or suhsequent to any action taken by it hereunder. 10. No Mort"a2~e in Possession. Nothing herein contained shall be construed as constituting Assignee a "mortgagee in possession" in the absence of the taking of actual possession ofdle Mortgaged Property by Assignee. In the exercise of the powers herein granted Assignee, no liability shall be asserted or enforced against Assigne.c,. all such liability being expressly waived and r:leascd by Assignor. J I. ~. This Assignment may not be modified, amended, waived, extended, changed, discharged or terminated orally, or by any act or failure to act on the part of Assignor or A~signee, but only hy an agreement in writing signed by the party against whom the ,\~~I(jHME'" OF I.F.ASES AND RENTS (111"111 (; 11.I",AI.IWI'VIt'l.I'IGSM0Df.AI.SIRENTONVMSSIGN\.A ()(J6 q • .,' .. -,~..---.., ......... - - o o o • enforcement of any modification, amendment, waiver, extension, change, discharge or terminlltion is sought. 12. Certa,in Definitions. Unless the context clearly indicatesa contrary intent or unless otherwise specifically provided herein, words used in this Assignment may be used interchangeable in singular or plural form and the word "Assignor" shall mean "each Assignor and any subsequent owner or owners of the Mortgaged Property or any part thereof or any interest therein," the word" Assignee" shall mean" Assignee and any subsequent holder of the Nole," the word "Debt" shall mean "the Note and any other evidence of indebtedness secured by the Mortgage," the word "person" shall include an individual, corporation, partnership, trust, unincorpol1ltedassociation, govemment, governmental authority, and any other entity, the words "Mortgaged Property" shall include any portion of the Mortgaged Property and any interest therein; whenever the context may require, any pronouns used herein shall include the corresponding masculine, fern iriine or neuter forms, and the sin~ular form of nouns and pronouns shall include the plural and vice verlNl. 13. Non-Waiver. The failure of Assignee to insist upon strict performance of any term hereof shall not be deemed to be a waivcrofany term of this Assignment. Assignor shall not be relievedof Assignors obligations hcreunderby reason of (a) failure of Assignee to comply with any requesl of Assignor or an)' other party to take any action to enforce any of the provisions hereof or of the other Loan Documents, (b) the release regardless of consideration, of the whole or any part of the Mortgaged Property, or (c) any agreement or stipulation by Assignee extending the time of payment or otherwise modifying or supplementing the terms of this Assignment or the other Loan Documents. Assignee may resort for the payment of the Debt to any other sec uri ty held by Assignee in such order and manner as Assignee, in its discretion, may elect. Assignee may take any Bction to recover the Debt, or any portion thereof or to enforce any covenant hereof without prejudice 10 the right of Assignee thereafter to enforce its rights under this Assignment. The rights of Assignee under this Assignment shall be separate, distinct and cumuJativeand none sha 11 be given effect 10 the exclusion of the others. No act of Assignee shall be construed as an e1ect;,on to proceed Wider anyone provision hereir. to the exclusion of any other provision. 14. Iogpplicable ProYisioos. If any term, covenant or condition of this Assignment is held 10 be invalid, illegal or unenforceable in any respect, this Assigrunenl shall be construed without such provision. 15. Counlerpll1S. This Assigrunenl may Oe executed in any number of counterparts each of which shall be deemed to be an original but all of y,hich when taken together shall constitute one agreement. hSSI(;NM~NT Of I.f.ASLS AND REIlT5 (Vim) G \nuAL\WP\An.P\GSMC\C)f.AL~IRFNrONVI\ASSIGNLA 006 10 1 ; t I I I I I I : p - - o o \ o o .. 16. GOVERNING LAW; JURISDICTION. THIS ASSIGNMENT SIIALL BE GOVERNED AND CONSTRUED IN ACCORDANCE WITH THE LAWS OF THE STATE IN WHJCH THE REAL PROPERTY ENCUMBERED BY THE MORTGAGE IS U>CATED AND THE APPLICABLE LAWS OF THE UNITED STATES OF AMERICA. ASSIGNOR HEREBY IRREVOCABLY SUBMITS TO TIlE JURISDICTION OF ANY COURT OF COMPETENT JURlSDICI10N LOCATED IN THE STATE IN wmCH THE MORTGAGED PROPERTY IS LOCATED IN CONNECI10N WITH ANY PROCEEDING ARISING OUT OF OR RELATING TO TInS ASSIGNMENT. 17. Swc"MI] and Assigns. Assignor may not assign its righu under this Assignment Assignor hereby acknowledges and ap:es that Assignee may assign this Assignment without AssigDor's consent. Subject to the foregoing, this Assignment shall be binding upon, and shall ioure to the benefit of, Assignor and the Assignee and their respective successors and lISlIigns. 18. TermiDAtion of AMjgpment Upon payment in full of the Debt and the delivery and recording of a satisfaction, release or discharge of Mortgage duly executed by Assignee, this A3signment shall become and be void and of no effect. TIllS ASSIGNMENT shall inure to the benefit of Assignee and any subsequent holder of the Note and shall be binding upoa Assignor, and Assignor's heirs, executors, administrators, successors and assigns and any subsequent owner of the Mortgaged Property. [Remainder of Page Intentionally Left Blank- Signature Page Immediately Follows] ASSIGNMENT OF LEASES AND RENTS (&11/91) O:ILEGAI.\Wl'\ACU"oGSMC\OEA1.SIR£NT()I(\'I\AS5IONU.OO6 -'--"'~""""I".~--' . II ~ -. _. --. ---=scm- - - .-~ I o o o • Assignor has el(ccuted this instrument as of the day and year first above written. STATE OF W ASHlNGTON COUNTYOF ~,~~ ASSIGNOR: RV A CENTER LLC, Washington limited liability company By: SMG Center LLC, § § § a Washington limited liability company Its Managing Member BY~ ~ Namc::hllcl Sandortfy Title: Manager I certify that I know or have satisfactory evidence that MICHAEL SANDORFFY is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath Slated that he was authorized to execute the instnunent and acknowledged it as the Manager of SMG Center LLC, a Washington limited liability company, Managing Member ofRVA CENTER LLC, a Washington limited liability company, to Ve the free and voluntary act of such limited liability company for the uses ar.d purposes mentioned in the insIOlP",."rr-..... i\~SIC;NMfNT Of LEA~~ AN!) RJ:"~ (1I1197} G IIHiAI.IWPlM LP"'G.~Mc\Df.AI.~IRf.NTONVMSSIU"N\.dI. U06 12 , I - - o 4) ,W.IGNMENT Of L~ASES AHD RDmi (111197) G'ILEGALIWI'IACU'IOSMCIDEALSUlDIlCJHV7\,USIOWLLD06 o ...... 13 ..... ,. - - l o o I) .. -.... EXHlllIT A -J.»:J\1, D£SCIUPl'ICN LOT C OF CITY OF RENTON LOT LINE ADJUSTKRNT NO. 001-88, ACCORDING TO LOT LINE ADJUSTMBNT RECORDED UNDER KINe:: COUNTY RECORDING NO. 8911139006; SITUATE IN TI{E CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. .... -.--~,.--. .---. ."" .. -- - • ,--... o o Relurn Addrua: Republic Title of Texas, hoc. 300 Crescent Court, SII1 te 100 Dallls. 11 7!i2DI Atb!: Ja ... ll Da,,14son o .. UCC 2 FIXTURE FILING (County Auditor) o TERMINATION B~ 1 ~4/-~ nInitog __ .......,,, .......... SIIII __ 's OIb,IRtW 36.11 nI RCW 65.!H11/97: ReIeronce _ I" applicable.: _____________ _ DeblOtI.IIAaa.Igno<': III IIYA CeoIter. U.C 121 Add. 00 PQ_ 5ocuredPar1yile.I(~1I11 Mlt£SCO C.pltel. L.P. 121 ____________ _ Add. 00 ~ __ L-' ~ion lobbrwvIolodl: Lot C ... ton UA 10. 001-88 rwcorded 8911139006 Add.Iega.it "" ~ w... Alee...,.'. Prope<1y Toa Parcel/Ac<:ounI _ 19Z1OS-~7 PUA!;E TYPE FORM The FIXTURE FlUNG is proaenled pu ..... nl to "'" Wt.SHlNGTON UNIFORM COtM.4£RCIAL CODE: o l£ASE • This tl~ng II lor info"",,''''''''' pu_ ""'y. Tho "" .... _ and oeaJrOO party ,to lu be conslrued II l£SSEE.nd l£SSOR. o CONSIGNt.!ENT • This tiling 14 'or Informotiona. _. only. Tho ,.",.. _ and eecurad party .re to be <_rued .. CONSIGNEE ond CONSIGNOR I. DEBTORIS) lor aMignorl.U llul"ome 11,.." and adcI-. .. lun RYA Ceftter, LlC 800 Fifth A" ...... S41lte 3700 Sfittl" IIA CJlJI04 2, FOR OFFICE USE ONLY 3 NUt.!BER Of AOOt1'1<lNAL SHEETS AT1J.CHED: 4 SECURED p,rJITVIIESllor ~.lIlnamo Ind odd .... ) 5, ASSIGNEEIS) OF seCUflED Pl'RTYIIESI ~$CO CAp I tel , L.P. 100 ... rtlI PeArl Suite 2400, LJ 342 0.1115, 11 7!i2D1-1424 6. Th .. FIXTURE RUNG CO¥e<I "'" loIIowing typo. or _ 01 property: 'T p •• r :IJ .,. :t:.o r:::: z"''', en ~. :z ' ,. I!J Tho gooda .'" 10 become 1I,1v .. " on ... tJoe I'M! ,ropert, ~r1'" n Lot C .... taA ll.A 110. 00 1-811 I"KOf'IW 8911lJ9006. o Tho ptO()Orty " ,_ flan6ng on ... FI,IUr. FHtng UCC 2 ICOunty Audilor) \ ; i 1 t } I - - o o o o .. o The PfOPerlV IS mll'ler8~ r,t the like (including gas and oil) 0( accounts to be hnanced .al ltoe wellhead or mrnehead of the well or mine located on ... lDoaelibe 'e.' eSlate. Use legal delCtlption.1 This FIXTURE flUNG il 10 be fi~'or lltCord in the real estate records. 11 lhe debtor does not have an Interest til recotd in the re.alty. the name 01 a rec<.Jf'd owner is __________________ _ Iil Products 01 coU.leral If. also CO'o'e(ed. 1. RETURN ACKNOWLfDGMENT copy TO: Republic TItle of Teus, Inc. JOO Crescf:llt Court, SuI te 100 Dllln, n 75201 FILE fOR RECORD WITH COUNTY AUDITOR Of COUNTY IN WHICH REAL PROPERTY IS LOCATED .~ttn: Jlnt)) Dayldson 8. This alalemen' l.S S9ned by the Secord pgrly\tes) Instead 01 the Debl(.l(la' 10 peJte(:1 a MtCurily interest I" eoUateral. tP\easc check appropclale bol.) la) 0 already subject 10 I Hcurity anlereslm anotMr IUrlsdk::hon when II waa brought into thIS .1late. Of wnon I~ debtor', IOCilion was chanoed to thiS :state. or (bl 0 whICh IS proceed& of the OfIQII''Io11 c:oUaterat delCllbed above in wnk:h a socurtty int91'811 waa perfec1ed, or tel 0 as 10 'IN'hlCh the tiling laOS8U. or td) 0 acQuired allor tho change oi name, idenhty. Of cOlporale IIIfUClure 01 the deblm(sl USE IF APPLICABLE Compktle lully tf boa td) IS checked. ComP'ete os epphcab&e 'or tal. (bl. and (:1: OnOIn<il1 reCOrdl1'l9 numb~r ______ _ FIIIOQ DfflCe where hied _______ _ Former tQme 01 debtorl51 RYA tenter. UC n ____ ~5CO c.p1~l, L.P. ~Y~ NA~EIS\ OF DEBTORISllo' 3"'\1",,1011 L..< TVPE NAME IS) OF SECURED ""RT'IIES) I", .. 001/ ....... 1.)) ~ .?f'r'1 (;r u..., tl2..r l..-L<""'-I \'';> , '1; ~~norl.))~REISIOF5EC~R~DPARTYIIES\I'" "~n&eI'li 10. TERMIN"TlON STA1EMENT: The SECURED ""RTYilESI Gef1itie. IhallOO SECURED PIIRTYilESI rv:l ""-, CUlIfllS a Ncunty Inlern.t under lhe FIXnJRE FlUNG beanfYJ lhe recordil"lO number sh::rwn abow NAME _ SIGNATURE ___________ _ DATE ______________ _ Return 10. Co.Jnly A.Ldilor 01 County WhOt'e origtnaJ 1lI1ng/re<:0td1ng wu made. WASHINGTON UCC 2 FIXl1.JRE flUNG fORM APPROVED FOA USE IN ""'-SHI'«>TDN ST"TE 25X [ - - l 0' o o .. ' ExmBlTA Lq.al DescriPtion LOT C OF CITY OF RENTON LOT LINE ADJUSTMENT NO. 001-88. ACCORDING TO LOT LINE ADJUSTMENT RECORDED UNDER KING COUNTY RECORDING 8911139006; SITUATE IN THE CITY OF RENTON. COUNTY OF KING. STATE OF WASHINGTON. ExA -.---.,. .... ~-. ....- I I - - ( ( " , •. ,. II: ,. " . o Return Addrcso Nome Republic Title of Texas, Inc. 300 Crescent Court, Sui:e 100 ~eu _______________________________ ___ City. SLolc .z;p Oa 11a 9, Tx 7520 I Attn: J anell Davidson o .. .................................................................. _ ........... , .. , ..................... _ ....................... . DoculDeol lilie(l) (or transactions cont.1hlCd therein): ~1241-5 I. Total Assignment of Financing Statement 2. 3. 4 . ................. , .......................................................................... _ ................................... . Refereoce NlIlDber(l) or DocumcoU uslped or releaxd: (on pagc _2_ of docwncnts(s)) C nUlIor(,) (Las1 name tim. then Ii~ name and initials) 2. 3. 4. AmrPsco Capital, L.P. I;; :,:COHD AT 1HE RI:UUESi u;- . '0' ~ TITLE INSURANCE CO S. Additional names on pagc of documenl. ......................................................................................•........ _ ................................ . Granlte(.) (Last name fim, then first name and initials) 1. LaSalle National Bank, 88 Custodian or Trustee 2. 3. 4. , . Additional rwne5 on p;lge ________ of docwncnI. ... " ........... , " .................................................................................. " ......... " ................. . Legal dcacriplioD (abbreviateAl i.e. lot, block. plat or 5CCIio,~ lownship. ~) \...c.;T c RE''''-'\:c." L-L~ !'lQ. 00\ -CCr~ J ~~J ~91\ 139C4, Additional legal L' on page or doc:ummL I ••••••• ", ............................................................ M ........... _ .... _ .... _ ........................ , ••••••••• Auc ... or', Pnlp<r1y Tu r.n:.VACCOUDI NumMr 192 '3D'3 -CjO't 3 -0 7 Additional legal is on p;lge ______ DC docuInenl . •• I ••••• ' •• I' , •••• ,., ••••••••••••••••••••• , ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• The AudilorlR<conier ",ill ... 1, OD 1M laform.tloD PnMded oa \lie rOnD. llIe Itatr will aoI read !be documeDI 10 "crifylbe accuracy or completeDcu or the ladnIa& laronaatloa provlclcd hcrcla. .. , .... , ..... , ................................................................................................... . Form 7l6S-~ WASIIINC'TOIISTA n COUNTY AUDrTOK/ll!.COJlI)U'S lNllEX tNG FORM (e.-_) • I -j i :1 i :0 .1 l, 25Xlo - - l o o o • TOTAL ASSIGNMENT OF FINANCING STATEMENT Loao No. 400029270 This instrument is prepared as, and is intended to be, a Total Assignment of Financing Statement, complying with the formal requisites therefor, as set forth in the Uniform Ccmmercial Code ("UCC") in the state in which the Financing Statement is filed. I. The narne and address of the debtor ("lli:hlor") is: RV A CENTER LLC 800 Fifth Avenue, Suite 3700 Seattle, Washington 98104 2. The narne and address of the secured party ("Secured Parly") is: 3. 4. 5. AMRES,CO CAPITAL, L.P. 700 North Pearl Street Suite 400 LB 342 Dallas, Texas 75201 The original Financing Statement Number is as follows: Cft0'l23, 135.7 The original date the Financing Statement was filed was: »r 2, to/I$ . This Financing Statement is a total assignment of all of !iecured Party's rights under the Financing Statement, all of which rights have been assigned to the following assignee: LASALLE NATIONAL BANK, AS CUSTODIAN OR TRUSTEE CMBS Collateral Services Department Attention: Conduit Processing 135 South LaSalle Street, Suite 1626 Chicago,llIinois 60674-4107 Proceeds and products of the Collateral are also covered. RET! !R N roPy TO' Republic Title ofTexas, Inc. JOO Crescent Court, Suite 100 DaUas, Texas 75701 Allcntion: Jancll Davidson r . [SIGNATURE PAGE FOLLOWS] t....,;" . ..- I - - l o o o .. EFFECTIVE as of September ~ 1998. SECURED PARTY: AMRESCO CAPITAL. L.P., a Delaware limited partnership By: AMRESCO Mortgage Capital, Inc., a Delaware corporation Its sole General Partner BY.2l~P~· . SWOb r. Au Name: Scmtlr 11l'l'e8IIBII!RC O"I(;;c[ Title: UCC FINANCING STATEMENT AMENDMENT FOLLOW INSiHUCTIONS (front and back) CAREFULLY A NAME & PHONE OF CONTACT AT FILER loplionall Phone (800) 331-3282 Fax (818) 662-414 B SEND ACKNOWLEDGEMENT TO (Name and MaIling Address) 512204 I GMAC9 UCC Direct Services POBox 29071 Glendale, CA 91209-9071 L 1a INITIAL FINANCING STATEMENT FILE # 980903-1357 09-03-98 CC WA Kmg 5884177.1 WAWA FIXTURE , .... III1I11! II!llIlllllllnllllll 20030812000700 ucc DIRECT UCCC 21 00 PAGE 001 OF 003 08/12/2003 10 16 KING COUNTY I WA THE ABOVE SPACE IS FOR FILING OFFICE USE ONLY J l b ThIs FINANCING STATEMENT AMENDMENT IS f)(1 to be filed If or rBalrd) (or reoorded) on Ihe ~ REAL ESTATE RECORDS 2 0 TERMINATION EffeCllveness of Ihe FInanCIng Sialemenildenlified above IS lermlnaled Wllh respect 10 ,.conly Inleresl!s) of the Secured Party aulhorlzlng thIS T.rmnabon Slalement 3 ~ CONTINUATION Effecllveness of the FinancIng Stalemenlldenllfied above Wllh respecllo Ihe secunly Inleresl{s) 01 Ihe Secured Party authonzm9 Ihls Con~nuatlon Statemenlls oonbnued for the addlbonal period prOVIded by appllceble law 4 0 ASSIGNMENT (full or parMI) G,ve name of assIgnee In Item 7a or 7b and address of assIgnee In 7e, and also give name of assignor to Item 9 5 AMENDMENT (PARTY INFORMATION) ThiS Amendment BffectsD Deblor Q[ 0 Secured Party of record Check only ~ 01 these two boxes Also check ~ of the follOWing three boxes and prOVIde appropnale onformatlon In Items 6 and/or 7 O CHANGE name andlo, address G,ve current record name m Ilem 6a or 6ll also g.va new 0 DELETE name Glve record name 0 ADD name Complele Ilem 7a or 7b and also name (II narne change) In Ilem 7a or 7b andlor new address (II address change) In Ilem 7c 10 be deleled In Item 6a or 6b Item 7e, also cOfTlltete Items 7d·7g (,I applicable) 6 CURRENT RECORD INFORMATION 6a ORGANIZATION'S NAME RVA CENTER. LLC OR 6bINDIVIDUALSLA'~S~T~N~A~~~IE~-----------------------------'CF~IR>CS~T~N~A~M~E~--------------------TM~ID~D~l~E~N~A7M~E~-------------r~S~U~FF~I~X----- 7 CHANGED (NEW) OR ADDED INFORMATION 7a ORGANIZATION S NAME OR 7b INDIVIDUAL'S LAST NAME FIRST NAME MIDDLE NAME SUFFIX 7c MAILING ADDRESS CITY STATE T'OSTAL CODE COUNTRY 7d TAX lOll SSN or EIN I ADD l INFO RE I 7e TYPE OF ORGANIZATION 71 JURISDICTION OF ORGANIZATION 7g ORGANtZA TlONAl 10 # II any ORGANIZATION o NONE DEBTOR 8 AMENDMENT (COLLATERAL CHANGE) check only Q..!lIl box Oescrlbe COllatera'D de-Ietcd or 0 added, or give enllreO restaled collateral description, or desc.rlbe COliateralD assigned 9 NAME OF SECURED PARTY OF RECORD AUTrIORIZING THIS AMENDMENT (name 01 assIgnor, If th,s IS an ASSlgnmenl) IIlhlS IS an Amendmenl aulhonzed by a Debtor whICh adds collateral o~ adds tlie authOriZing D:~t~:_c:.r.!.lh'S IS a Terrnnahon authOrized by a Debtor check hereO and enter name of DEBTOR authonzlOg thiS Amendment 9a ORGANIZATION'S NAME LASALLE BANK NATIONAL ASSOCIATION AS TRUSTEE FOR GS MORTGAGE SECURITIES CORPORATION II COMMERCIAL MORTGAGE PASS-THROUGH CERTIFICATES SERIES 19S9· C', OR IFIRST NAME 90 INDNIDUAL'S LAST NAME 10 OPTIONAL FILER REFERENCE DATA 5884177 1 Debtor Name RVA CENTER, LLC A 982099888 FILING OFFICE COPY -NATIONAL UCC FINANCING STATEMENT AMENDMENT (FORM UCC3) (REV 07/29198) MIDDLE NAME SUFFIX Prepared bv vee Direct SeMt:es POBox 29071 Glendale CA 91209 9071 Tel (800)3313282 --------------- = -- -- ~, • ·~, UCC FI~ANCING STATEMENT AMENDMENT ADDENDUM FOt.L,2W NS'l"RUCTIONS (front and back) CAREFULLY 11 INITIAL FINANCING STATEMENT FILE # (same as Item 1a on Amendment form) 980903-1357 09-03-98 CC WA King 12 NAME of PARTY AUTHORIZING THIS AMENDMENT (same as Item 9 on Amendment form) 12aORGANIZATION 5 NAME LASALLE BANK NATIONAL ASSOCIATION AS TRUSTEE FOR GS MORTGAGE SECURITIES CORPORATION II, COMMERCIAL MORTGAGE PASS-THROUGH CERTIFICATES, SERIES 1999 -C1 OR 12b INDIVIDUAL S LAST NAME rRSTNAME I MIDDLE NAME SUFFIX ,.~. 13 Use this space for addltionallnformalJon : THE ABOVE SPACE IS FOR FILING OFFICE USE ONLY Descnptlon PARCEL ID# 192305904307 -See Attached -- , , \ \. Prepared by UCC-Dlrecl SeMOes Inc POBox 29071 FILING OFFICE COPY· NATIONAL UCC r-INANCINC STATEMENT AMENDMENT ADDENDUM (FORM UCC3Ad) (REV 07/29/98) Glendale CA 912099071 Tel (600)3313262 EXlllBITA L"II Description LOT C OF CITY OF RENTON LOT LINE ADruSTMENTNO. 001-88, ACCORDING TO LOT LINE ADJUSTMENT RECORDED UNDER KING COUNTY RECORDING g911139006~ . I SITIJA TE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. ExA '. . ta· . . - .' ~ '" i" , . . . . .~sr"t. CC.t .28 194:;.;, ... ··.· . .. ~ 'I '. ~:;f' = i::; t::\;~:U~~t\~ .611ll'l 0 Oe'.:il U:rorc J..::"_';:j:A,'C· .. II: .\ ... ~!1 .. " il. c:: .. £: ,':\;;ep' 28 1'J4)'-' ·igl··L:r.5:··O v. e ... ' 'Rb:;·hC:l:l~.~r~· "od"!{uiE:' ,"U:Jlt.!', ;~';. " to . '.l,.;,et . ;~'U:lU .I'o\,:!;.:"' l,,". ;..ii;n-. '''~:; :.. :;~. :; _:6 . _ "s-:_0_";, . 1'r1~ I--10 ;,. 1'1) c:t·.[~· ._.r!..n~ --;~ ~ ~7')\.. .. ·},.t: ---... \.. 1/""'- ~'; ;~ "~': '. . 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' (jr i:.~ bd:el! by liicl!81'U L.l"rice,itb elf,hin fully 8utbrzd byp/e":, d"t·, o;:c;u Bnll rGctld . . . ... ':':,'. ,. '.' iieooDDtruction li·inlO.r.ce COl"}or~tioo..:::; ~ :;.. . '. " By:.::Hj,ohl;ll,'d !'i;.l'rloe,~'1F:!!:WU{'·~{.>.,,:y.·.,.:-; .. ,.. "',7) '·.11 .. ".·.·'·: kc·.~ JU~ 16-46 oy Rlobnrd f.':.t-rioe, the' duly &~Prit'1'i-:dC."ruthrzd elf'.:.': of the oo>r.ll!>c.:. ol:o(lth st':lted tht be ";'5 fullYl3utbrzd oyOld (;orpso', exe.cut e" j.rlatr·. in i:obclwlf, tht tLe p/AEJul)'rzrl13:.;ti! a exotn (>1.· t hls ir..s Lt' haS IJO·t IJEoen I'vkd ,tin:! tl1t tht:: sd curp;'is'nl)'1 in' existeno' hid i .. 't.G]'tllJs~l npi'Cll',,:-rt:SEltti\l'.,9 .:JeP t:--47) ·il';lto.(:it:{ 'Lii;ht U115:3 ... ", ,G it. y4 ,.... ..' .'; ' . .''-, , I·''''·''''~:''\'.i'' ! D Lbr 10-47 Se jJ25-45 ~,++ Uni ted Jta tes. 0 . Ar,\~r the ·.!:Ionn ev illa 'Power .,\umns tr n (Jrego b purSubnt to 'l'ttle 'lo,United States . to ,1_ef''1l:foP\iol!!fH'\o ;j·Ir.6A8·e·~IH'£!llP8ti)n,e. ~ f.-r-'l't.,~ 0ity of 3f.ott1~.,,, mur.icipBl corp. The fp, in cons of 3d noV nEIfl',ed errnt,paid to sd fp~.'by Heem F In e noeGor porE! ti on, a \.,,':jc:.f ilCorp, he by tre n sf ers, c -'!.!lY_eys.7:-:a·nd.' ."."~",: .. ,, .. , oleims unto sp all I'ieht,~ltle end int in and to'" .. ,. :'.7 miles, mrl, of 230-l\:v eloct»io power tJ:'ens~:i6sion lim~ ated in IccVl,e:r.tending from, but not lr'c1udlng,the,::.Gtrir's tov'Er .. L'io. 45j\ at its 50uth Henton Sltbstetion,rn':13t'1t.~4j .' 82~f. to the reodd plat thof t to the Gtee 's. trB~1sw1:'~Rf:·o.n ." B~ in Elk" 1, E~rlington Licre '.!.'"sets, Beag to·th8~:;reodd:,,; id6dg'one cirouit of ,\CSR "Drake'" conduotor·fIl:.d,'Ccivi'ngt'o .'. Line No. 1 tov,ers Nos. '46-47-48-49-50-5l-52:"53's'D:l54 ,:t~··· strln~g end b6rd~~flre up to the tClVier defld and plates on to;;'; and B~ And e:r.cludva of jumpers end All otnermaterla 1 o,~." 45A. 52, . . .:" ALSO all r/vi e81O\:£ for sd elea !Jovler transmission 11ne:'9'o fld Gtor under the f 1-deeds and ciJnveyarD eS": f!;;"'~' (~ .... 't,-,.. v~ 1. Deed ex<.; r'~"Y LenD .Azzola Bnd 7.efirl" J,,'Z.'2D 10 Am Mory :Rreds, and ~runo Gre!!,oris, (1t .... Apr 10-41,recdd 19 if3l63115 t;;. -3 _CJ.A r 2. Deed exctd by ~.:e r yI\r e,d [;) ,d to :'':b Y 3. D~ed e~ctd by 1) F H 5 I,) l5():W) LenD M.ZD1~ end Zflfir8 ;'.zzolB,md 13-~ l,reodd I\1A~' :i.2-1; 1 1970 Dp 21), --S .-(Lo .- i\tteo l'et:orol'o,utd A;..'r 1-41 recad /' ,c,o "!J ..-- I, • I) e e d l: Yo t.: cd tl Y V E: r 0 r, i co Alb 0 lJ to:l r. , d t d in vol 1jGODl' uc.; ii·3 L5BVO _J-.o "- .,...- ., 5. Deed HXC hy LenD Azz ola f:1nd ZOl'il'H "'2020 ln, iIr-.: e lOBl:ede EO d Mti- ~redn,end J!,cob J3l'tlttus end JDlianp.8 Bl'nttus,dtd Apr ~2-1;1 rec A 1)63 Up 633 113161240 '-:y "J,-u)(, 6. Del3d exc by j'.eno ,\;:zolCl erd "o!'il'lJ 't. i :'ZoO Le, und J,'(l.' b >nd ;ro!:~nnf) 'i'~'ttus,a'Cd Apr ;'1-41 J'(;C or A[jr :,'~ -1.1 1'1()) Dp itJ161.~94 o o (') o "!'"'j 'u ',:- 'J F/lr" ............ _- PARTIAL RELEASE OF EASEMENTS THE CITY OF SEAT'l'LE, II municipal corporation of the state of Washington, for and in consideration 'Jf TWEI;l'Y FIVE HUNDRED AND NO/100 Dol:a.rs ($.2500.00) , together ~ith other gex! and valuable consideration, receipt of ~hich is hereby ac- knowledged, hereby re '.i!a8eS to HOU4AN PROPERTIES, INC. snd PUGET WESTERN, INC., II joint venture, d.b.a. RENTON VILLAGE COMPANY, certain real property situated in King County, Washington, described a8 follows: Those portions of the following dClicribed Parcel 0;;" Land: A 6' lop of land 350 feet in width in the NE 1/4 of Section 19, TJ'oI, ,hh 23 North, Range 5 East, W.M., the boundsrie s of said str;.p lying 162.50 feet diatant ~esterly from and 187.50 feet "1..,t, :1t ~asterly from and parallel ~ith the survey line of the r 1p.tuf.,·Seattle transmission line #1 a s located over, across, I ,L .1 the above prope rty, said survey line be ing particularly. descr,hed as follows: Beginning at survey station 496+73.17, a point on the east line of Section 19, Township 23 North, Range 5 East, W.M., said point being South 1°09'52" West a distance of 39.37 feet from the quarter section corner on the east line of said Section 19; thence North 56°11'53" West a distance of 2191.67 feet to survey station 518+64.84; thence North 1018' 53" West a distance of l4 .. ,~,99 feet to survey station 533+18.83, a point on the north 1j '1~ of said Section 19, said point being North 89°17' 37" East ~tonce of 815.25 feet from the quarter section corner on the >1' ].ine of said Section 19; which lie n)r'.. ' ~ter1y of the following described line: 'BeginlliJlg at the intersection of the east line of said 350-foot s .rip ,::' land ~ith the south line of th~ NW 1/4 of the NEl/4 of sairl Section 19; thence west along said south line 100 feet; thcilce South 1°18'53" East 26.29 feet; thence South 54°28'56" East 856.95 feet to the north rnargin of Primary Stat~ Highway (SR 405) No.1, Jct. Secondar, State Highway No. 2-M to Jct. PSH No.2; thence easterly along the northerly margin of said Hig~ay to the termination of said line in the nort!1easterly margin of said 5)t) foot strip of land; from those certain easements recorded in the office of the Auditor of King County, Washington, ns follows: 1. An easement for electric transmission line purposes granted by Joe Pedron, os his separate ?roperty, to United states of America as recorded under Auditor's File No. 3163692 in Volume 1966 of Deeds, P~ge 436, and conveyed to the City of Seattle by instrument recorded in Volume 2597 of Deeds, Pa~ 50, under AUdl.:.or's File No. 3664559; (Item 12) 2. An easement for electric trarsmission Llne purposes granted by Guisepp1na Paulon, as her separate property, to the l'nite1 States of America as recorded in Volume 1961 of Deeds, Page 1, under Au.:',itor's File No. :',15(:·541 and conv'i!yed to the City of Seattle by instrument recorded in Volume 2597 of Deeds, Poge 50, under Auditor's Fl1e No. 3664599; (Item 13) 3. An casement for "rensmiesion line purposes Rranted by VinBnte Pegoraro and VictorIa Pegoraro, his Wife, to the United States of America, as recorded in Volume 1968 of Deeds, Page 292, under AUditor's File No. 3165254, and conveyed to the City of Seattle by instrument recorded under Auditor's File No. 3664559 in Volum~ 2597 of Decdo, Page 50; (Item l~) ............. ·r~ .. ~ ________ ~~~ __________ _ ('.J r--- ALSO, 4. An easement for transmission line purposes as title was ac- quired by condemnation proceeair..';s entitled "United States of Amer- ica v. Dolores Pegoraro, et al," Docket No. 387, in the United St~tes District Court, in and tor Western District of Washington, Northern Division, certified copy of the "JUdgment on Decl.&rntion of Taking" entered June 23, 1941, being recorded July 8, 1941 in office of the Auditor of King County, Washington, in Volume 1980 of Deeds, page 464, und~T Auditor'S File No. 3176514 and conveyed to the City of Seattle bV instruml'nt recorded under Auditor's Fiie No. 3664559 in Volume 25g( of Deeds, page 50; (Item 15) 5. An casement for transmission line purpol.:es granted by King County, a municipal corporation of the State of Washington to the United States of America as recorded in Volume 2002 of Deeds, Page 280, under Auditor's File No. 3196045 r.;' .. .J. conveyed to the City of Seattle by instrument recorden under Auditor's File No. 3664559 in Volume 2597 of Deeds, Page 50; (Item 11) 6. An easement for transmission line purposes granted by John Capelli, a single man, to the United States of America, 8S recorded in Volume 1975 of ~eedB, Page 40, under Auditor's File No. 3171112, and conveyed to the City of Se~ttle by instrument recorded under Auditor's File No. 3664559 in Volume 2597 of Deeds, Page 50;(Item 10) 7. An easement for transmission linp. purposes granted by John Capelli, a sil1f'l.e man, to the United States of America, as recorded under Auditor's File No. 3171114 in Volume 1975 of Deeds, Page 44, and conveyed to the City of Seattle by instrument recorded under Auditor's File No. 3661~559 in Volume 2597 of Deeds, Page 50; (Item 9) Those portions of the herein described Parcel of Land which lie southwesterly of the following described line: Beginning at the intersection of the south right of way line of SecondarJ State lUghway No. l-L (Grady Way in the City of Renton, Washington) with the west line of said 350-foot strip of land; thence South 10 18'53" East 492.32 feet to the true point of begin- ning of said line; thence Sou"h 520 55' 09" East 719.54 feet to the point of tenninus of said line in the southwesterly line of said 35D-foot strip of land, from 1,iln:e c:::rt!l,in easement,s recorded in the office of the Y.ing County Auditor, King County, Washington, as follows: 1. An easement for elec~ric transmission line purposes granted by Louis Caraccioli and Marietta Caraccioli, his wife, to Defense Plant Corporation as recorded under Auditor's File No. 3386405 in Volume 2228 of Deeds, Page 362, and conveyed to the City of Seattle by instrument recorded in Volume 2597 of Deeds, Page 56, under Auditor's F'ile No. 3661~56o; (Item 54) 2. An easement for transmission line purposes granted by C. B. McNaughton a~d Ethel McNaughton, his wife, to Defense Plant Corpora- tion as recorded under Auditor's File No. 3361858 in Volume 2196 of Deeds, Page 1135, and conveyed to the City of Seattle by instrument recorded in Volume 2597 of Deeds, Page 56, under Auditor's Fi le No. 3664560; (Item 53) 3.. An easer.lent for transmiSsion line purposes granted by Valentine Melitch and Annie Melitch, his ~~fe, to Defense Plant Corporation as recorded under Aud!tor's file No. 3364197 in Volume 2199 ~f Deeds, Page 466, and conveyed to the City of Seattle by instrument recorded in Volume 2597 of Deeds, Page 56, under Auditor's File No. 366~560; (Item 52) II. An easement for tran:::mission line purposes grBJIted by John Rosa and MaddAlena Rosa., his wife, to Defense Plant Corporation fl.!) recorded under AUditor's File No. 3367763 in Volume 2204 of Deeds, Page 53. and con- veyed to the City of Seattle by inntrument reCXlrdP.d in Volume 2')')7 of Deeds, Page 56, under Auditor's File No. 3664560; (Item 50) 5. An easement for transmission line purposes a3 acquired by deed executed on .Tanuo.ry 13, 1945 by the UnitA.<i States of klerica, acting by and through the Secretary ot Commerce under and by virtue of author- i ty contained in Act of Congress e.pproved March 27, 1942, Public Law 506 -77th Congress (15 U.S.C. 606-b) , to Reconstruction Finance Corpo- ration, recorded' on Janua.ry"'25; '1945, in the oftice of the Auditor of King County Washington, in Volume 2303 at Deeds, Page 186 , Auditor' c File No. 31;.43062. The interest of the United States of America in such property was acquired by condemnation :Froceedings entitled "United States of America vs. certain Parcels of Land in King County, WaShington, and Co.terina Rosa Mula.t, et al.," Docket No. 960, in the United States District Court in and for the Northern Division of the Western District of Washing- ton, Certified copy of the "Judgment on the DecJ..a.ration of Taking" entered July 1, 1944, being recorded July 10, 1944, in the office of the Auditor, King COWlty, Wo.sb.:ington, in Volume 2245 of Deeds, Page 615, Auditor's FHe No. 3399762. The interest of the City of Seattle being acquired by Deed from Reconstruction Finance Corporation as recorded in the Office of the King County Auditor in Volume 2597 of Deeds, Page 56, Auditor's File No. 3664560. (Item 1) PROVIDllIG that existing transmission line facilities of the City of Seattle which are now located upon, across and over said area. of relea.se shalJ. be allowed t"' remain under the full protection of a.ll easement rights as original.ly granted, until said facilities have been removed. It is understood and agreed that a.ll City transruission line facilities will be rerwved from the area of release on or before December 31, 1973. IN WIT!!ESS WHEREOF, THE CITY OF SEA!'TLE has caused these presents to be executed and its corporate seal. affixed hereto by its ~r and City Comptrol.'.er thereunto' duly authorized pursuant to Ordinances 100489, 100662, 101216 and 101405 this :' -..:.....;.....:--day Of D'; :.~j,'.::r 1972 • • ' ; • ~'l •. ', , • :..-. '. "'<'" .\ ' " , .... 'j' ,t , . .... :,' I. STA'l'E OF WASHINGTON comITY OF KllIG '.' " / On this day of C :',' , 1972, before me persona.l.ly appeared Wr.:S UHLMAN and C. G. ERLANDSON, to me known to be the Mayor and City CoCIptroiler, respectively, of the municipal corporation that executed the within and foregoing inctrument, o.nd acknowledged said instrument to be the free and voluntary act and dced of so.id municipal corporo.tion for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute said instrument, and that the seal o.ff~~~,is the corporate Deal of said municipal. corporation. ,~~,~~~ and official seal the day and year in this ccrtificate first nbcf.4;,wdtt,'~.," ! !.~ ( . ,- of 3 . 'I FILE ·N .••••••••.•.•• Rr:LF.ASE OF EASEHENT THE CITY OF SEATTLE, a municipal corporation of the State of Washington, ['or and in consideration of the sum of ONE AND 1'10/100 Dollars ($1.00) and the f~ant of an easement for electric transmission system (receipt of which i& hereby acknowl- edged) over certnin real property situated in King County, Washington described as follOl(s: All those portions of the follOl(ing described parcels of land in the Northeast l/~ of Section 19, Township 23 North, Range 5 East, W.M.: Parcell That portion of the Northwest l/~ of the Northeast 1/4 of Section 19, Township 23 North, Range 5 East, W,M., described as follOl(s: Beginning at a point on the southerl¥ margin of Secondary state Hig·nway No. l-L (Grady Way in tt.e City of Renton) 232.5 feet west or the f;B.st line of said Northwest 1/4 of the Northeast 1/4 as measured pe~endicu larly, said point being the TRUE POINT OF BEGINNING; thence southerly along n line 232.5 feet from (as measured perpendicularly) .nd parallel to said east line of said subdivision to the south line of said subdi- vision; thence North 89044'31" West 1027 .89 feet a.l?ng the south line of said subdivision to the easterly margin of Primary State Highway No.5, as recorded in Highway Plats, Volume 2, pages 186, 187, 188; thence North 01033'19" East 140.99 feet along said easterly margin; thence North 41034'50" East 90.78 feet to a point on the south~r1y mar- gin of Secondary 3tate Highway No. l-L (Grady Way); thence northeasterly along the southerly margin of Secondary State Highway No. l-L to the TRUE POINT OF BEGINNING; Parcel 2 Those portions of vacated 9th Avenue South formerly South 148th Street (Memphis Avenue); 9th Place South, formerly South 149th Street (Manning Avenue); 96th Avenue South, formerly ShattUCK Avenue; and vacated alleys in Blocks 11 and 12, C. D. Hillroan's Earlington Garden Addition, Division No.1, as recorded in Volume 17 of Plats, Page 74, Records of King County, Washington, as said streets and al1~ys were vacated pursuant to City of Renton, Washington, Ordinanc~ No. 2051: which lie within a strip of land 350 feet in width in the Northeast 1/4 of Section·19, Township 23 North, Range 5 East, W.M., the boundaries 0f said strip lying 162.50 feet distant westerly and southwesterly from and 187.50 feet distant easterly and nc'rtheasterl¥ from and parallel to the survey line of the Covington-Seattle transmission line #1 as located over, across, and upon the herein described Parcels 1 and 2, said survey l~ne being particu- larly described as follows: Beginning at survey station 496+73.17, a point on the east line of Sec- tion 19, Township 23 North, Range 5 East, W.M., said point being South 10 09' 52" West a distance of 39.37 feet from the quarter section corner on the east line of said Section 19; thence North 560 11'53" West a dis- tance of 21Yl.67 feet to survey station 518+-64.84; thence North 10 18'53" West a distance of 1453.99 feet to survey station 533+18.83, a point on the north line of said Section 19, said point being North 890 17'37" East a dista.nce of H15.25 feet from the quarter section corner on the north line of said Section 19; said strip of land being a portion of that cer- tain strip of land conveyed to the City of Seattle by the United States of America, by Deed dated September 25, 1945, and recorded in Volume 2597 uf Deeds, page 50, under Auditor's File No. J664559 and by Deed dated July 16, 1946 and recorded in Volume 2597 of Deeds, page 56, under Auditor's File No. 3664560, Recorris of King County, Washington; I I ! j ·l ~ , I , , I :l , .... -~,. ________ rr __ EXCEPT, the easterly 100 feet of oaid herein described 350 foot strip of land lying ooutherly of the southerly right of w~ line of Secondary State Highway 1\-:. l-L (Grady Way in the City of Renton, Washington) and northerly of the south line of the NW 1/4 of the NE 1/4 of said Section 19, Township 23 North, Range 5 East, W.M., ALSO, EXCEPT, that portion of said 350 foot strip of land in the HE 1/4 of r.aid Section 19 ly1ng northeast~rly of a line described as follows: Beginning at the intersection of the east line of said, 350 foot strip of land with the south line of the NW 1/4 of the HE 1/4 of said Section 19; thence west along said south line 100 feet; thence South 10 18' 53" EBJlt 26.29 feet; thence South 540 28'56" East 850.95 feet to the north margin of Primary State Highway (SR 405) No.1, Jct. Secondary State Highway No. 2-M to Jct. Primary State Highway No. 2; ~hence easterly along the northerly nargin of said Highway to ~he termination of said line in the northeasterly margin of said 350 foot strip of land, ALSO EXCEPT, that portion of said herein described 350 foot strip of land lying southwesterly of a.., line described as follows: Beginning nt the intersection of the south right of way line of Secondary State Highwe.y No. l-L (Grady Way in the City of Renton, Washinb~on) with the west line of said herein described 350 foot strip of land; thence South 10 18'53" East 492.32 feet to the point of beginning C'f said herein de- scribed line; thence South 520 55'09" East 719.54 feet to the point of terminus of said line; in the southwesterly line of said herein dp.scribed 350 foot strip of l~nd. THE CITY OF SEATTLE, a municipal corporation in the State of Hashington, hereby releases to the HOIMAN PROPERTIES, INC. and PUGET \ID3TERN INC., a joint venture, d/b/a/ RENTON VILLAGE COMPANY, the following described real property situate in King Cour,<;'y, Washington, to:".wit: A strip of land-350 feet in width in that portion of the S 1/2 of the NW 1/4 of the NE 1/4 of Section 19, Township 23 North, Range 5 East, W.M., in King County, Washington, which lies southerly of the south line of Second- ary State Highway No. l-L, described as follows: Beginning at the north quarter corner of Section 19, Township 23 North, Range 5 East, W.M.; thence southerl..-v along the west line of the NE 1/4 of ~aid ~ection 19, a ulstance of 1100.50 feet to the centerline of Secondary State Highway l-L (Grady :~ay); thence northeasterly along said centerline being on a bearing of North 7l0 29'03" East, 702.69 feet; thence South 00 31'47" East, 51.11 feet to the south margin of said Secondary State Highway No. l-L (Grady Way), being the true point of beginning; thence North 77029'03" East, :49.62 feet to the P.C. of a curve to the left; th~nce nn said curv~ to the left a distance of 8.18 feet, said curve having a radius of 3820.00; thence South 0°31'47" East, 412.89 feet to the south line of the NW 1/4 of NE 1/4; thence along said south liJ1e North 8~44'31" l~est, 350.03 feet; thence North 00 311[17" West, 333.77 feet to the true point of beginning, from that certai:· easement granted by Puget Sound Power and Light Company, to the City of Seattle, as recorded January 14, 1964 in Volume 4493 of Dced~, page 237, Auditor's r11e No. 5687013, Records of King County, Washington. PROVll!ING THAT existing transmission line facilities of the City of Sef\.ttle I-Ihich ure now located upon, acrosS and over said area of release shall be n.llowed to c!!main under full protection of all easement rights as originally grantcd, until ~aid facilities have been removed. It 15 undp.rstood and agrced that all City transmission line fucilit1cs will t)c removcd from t.he area of release on or bcforc December 31, 1973. -;>- 2. -.. ~.:,:.-.-.; ..... -'''--~.-;...;...;.----.---.--..... -.......... _---.. m ~ WHEREXlP', the City ot Seattle has cauaed these presents to be eXecuted and. its corporate seal attixed hereto t;: its Mayor and. City ColI\P"troller thereunto duly authorized pursuant to Ordinances loo489, 100662, lOl216 and 101405 thls~.21h....-dAy ot Qct()hur , 1972. sun OF WASlOliG'l'ON OOtmTY OF KII«l ''-:~'.'Vl .•• . '), .. , SSe l'ith day of Octob·.r , 1972, before me perso.r-:ally 'des llhlt:oan ana: C G ErlQndson ---"~~""~-----:"t-o-m-e-:-known-to ~e the !dayor, On this appeared and Cit:,· Comptroller', 'l'espectively, of' the municipal. corporation that exeCUted the within and forego::'~ instrument; and ack:nolrledged said instrument to be the fiee and vo1UIItary deed ot: lIa.id IIIIll11cipaJ. corporation f'or the uses and purposes therein mentioned, Bl1d on oath stated that they were authorized to execute sa.id instrument, and that the seal a.ff'1Jced is the corporate seal. of sa.id municipal. corporation. and year in this certificate first " .• J - 3 - • I I" I' i i: I, :', : ...... "':" .. "':' ""', . --.--;·oI~. • LA :j E ki Ii N 1 THIS lUDENTUBl:, Nade thh Jo dday of 1t~rc;.,nget: 19.£L, bet~eIl PUGH somro rot'!R & LIGHT COl IPAHT , a }IaBllachuae.t ta corpo- ration. herein called -Grantor-, and City of Renton, a Munic1p~1 Corporation .' ,.. ~ : ________________ -',here1n called -Grcntec-, , " .. ;. ,:' :.~.' ~.:;l(:::t;,~)ff?~.~: .~;.l .. · V 1 T .•• :S S I '1' H .• :,. . ."," ' .. ',: .'.,:'" ,"". " " ,. ",:< '"' •• :1 One and 00/100 U '1.00 ) in hU4 paid. ~_re"'~.i:bIOv;le4led;·.~ the pertol'lUce b¥ Grantae •• trt ... ·,·.,.e to~tb., GfU'Qr •. ~ere'bj ganh unto . .,. . ": '. .~!~ I", ". . • . , ~D4, a rlib, .ot "11 DQ\ fJlce~lns em ead,l 1140 of the c:enter lins her~ .. construcUon, M1nt8lWlce and operatlon ot " ~."·~:!\:1~~;~.\ ,".: ;, Yltb1n ~. &CI'01I,,'. 'fo1!ov1.D6 delcribed 1&D4 lituated ln the CO\m~7 "of, nag" /'.': ',c,' ,;.;", • State ot,¥uh1JlBton, to witt !he Ctllllt8l' line of sa14 tac1l1t7 ahall be located all tolloY .. :BeglwlIg at a polnt OD tbe loutherly l!Ial'g1n of Grady 'ill)' (S.S.H.#l-L) ,aid poiut being S' vs.ter}1 of the eaa~er17 r1ght of way 11no of ~oo Seattle CH1 L\ght SUch llher Translllialilou L1no and dle~s'ured pen>endicular thereto I ~bence louther11 parallel w1th and 5' westerly or said easterly right or ~81 11ne to the uor\tellJ r1ght of Will 11ne of 9th Avenue (So. 148th street). Alllo IIXtendl.l!l; nOTtber17 fro II Ilald point ot boe;innlll6 ~;; the ~.':;i'~h lIne ot' P.S.,E. right of w&11elS GllOi¥ ';ay (:i.S.H.#l-L). AllOt A)O foot. CODstruction e/\sollent t.bo center line 01 wr,ich colnc:tdes with tbe abol'8 described center 11oe, 5~d cOnlltru~t1cn caselllent to be 1n force for ono 70ar trom date of granting, und 18 to be ueeel. on11 for inllhlllng sud II8lter u1n. 1. { , , Thill eaBeIlIent 111 granted on the following term. end condl- t10na 2 ,," 1. ~f' add facl1it1i1 an und.ergrouDd plpeor conduit, 1t sh&lr~ond;t ot a lI1llBle.llne', ot pipe or~Ddu1t ~ot over 10 1nches , . . . ' ..... '~"~:':~.:;~:.,<:'\ ,.,:.: -', ':'-',: -. .' ",-. incile. lndde d181DetermrlCl4 at le&lt', t.vo'.;.--., '" ,,·teet. below ~. .; ,: :," ~:~ ··~·;'l .. .' ... :.I.i:,l,:t·.·; I:: ': ::.,';::: . ..~: .. " ...... ,: ...... :.. .. ' .. ,' the Datural~"1urf..c8:cit~~Uii,:JrODnd:ia~'all,po1h'I'f'am'.craDtee egio8e1l to ' , ',:'.' ,.'. :\.;~::;. "'.' .. <:, ~~·:~-'·~:.·.:i· .. ·,E.'i~·;:~·;·':·"· -'_:. '.... , :, . '~' ... ', . '.' . 1nstall'-iiJidma1nta.1Ai"IU~I,talt!al:.pe:l'IIID8Dt ~,':' ah)otb ~. ot sail' • '... '>' ." ":, ;; ~ ~:~:~&: >'~~i~'::'~:' ,:>.:_J ~': ;;: ; i>.:~ . ·'.i,:·)~~}:};::;~;:~~"":t~·r. ;, '. ':':i,;:'.-',: . tac1U"-"Oa ·,the r1sbt"ot~*,·h8rebiJIr8n\e4·WfHcl.t;'tO 'IrtTe DOnce'to-: . :;J"' ¥.\~::.'''': ':.' \' _. "'}~~'~i':~' ,'.I ,: '. S~l" '\:;' )~.~~~..:.: 1~~tr~I;!~~\~t~~t:.l~7.' ;' . . :". all"perlonl 'ot tlur;lccanC;D,ot'Gren'ee'II·_1e4~t"1l1q.' '>:, , "': ,', k:~:,. ,"ft;,:· ~~,,:':~~\r.ti!~~~~"~~s~t;:~~0:T";"ii·::~;{'r!j0~?t~Sif:,f;;~~;: ., ,~;\:: ", ", "'::2.", 'lt~'4:.~rt~~~~ ill "C' o'ferhead J~~De,or electric llDa _ it ,abli.J,CO~'llt::~f 'ut. *r~'\JWa ' _________ "'_v ___ '::.;.:" ______ _ "". '.': '.' ,:l" , ,virea upoD al~e l~,'ot wod 'POlel. .. ,,:::.:~ '::> .. ~'. ':,~: .;i'~'!,:.:'f;:t ,: , .' . ,': '0, GraDtee~l, toaaveaDd bold GraDtor"harIIleal troll all '10 •• or dYiBe'w1i:b;""~:'4ne to the aerclli b7~~t'~"-ot the' '~i8ht ", : ': .. (':,;'~/:'.'''' .. , '.~'..,; ~ berel1lll"aDted'8114"t'l'OII',all ela1Ite for suO daa&e 111, whouoeTer lllade 1214 , . " ,. "::' '; to lDdeaa:L1f7 Grantor for all cuch lOBI, daaeBe end claims • .. , . :,:~~':' . ",'. :.,;-";: : , '",:,:: ~~. " < ' ,,.. 'cr.ntor-Tft,"", the rlBbt to uae''II&14 land tor Ita own -~ -·:':.;:"L I. ___ • :'!' • :';' pu'pOlel 1D a1l1 V&1,1Dd ,~ i!'8Dt rlBbh 1D ..J.d'; leD4 to others. Doi lncouiatent vi \h tbe -Ttpi ~erelD granted tcf Gratatee." 8D4 Grantee here'b7 aUu.ea all risk ot lOll or damage, 1nclud1Dg o.aaace .. or 1DJur7 to perlonl , . ' , ..... "~-:'~.;~:~'I"!./.,;,'I":~ ;;. . <_: "':, ~,r, .• ~. or to propert7, vb1ch .., be suffered b7 Grdhe rell1lt1DB fro_ .GNlltor'a UII8 ot Bald land and aDl ot 1t1! 8CiU1p11Bnt thereon, wether sald d.aQge Dr lnJur,r be due to the n&8l1gencp qf Grantor, 1tl .ervant. or agents, or othervhe. 2. ~L~~~~:~~~_~~~,:~~~;::~~:'~_~~~~~f~~~~~~~~~:~~~~;'~~~~~7~-'~';-'---:-;':~~'~-~":~ '~~ •.. ,~~~.~"'~'~~~~'~ .... ~'------------ ~;.;' S. The right hgre~y g~anted shall cease and determ1ne when eyer Grantee eh:11 hk~e permanently abandoned the use of aald facilIty and u?On nuch abando~ent Grantee ~hall remove ita facility and raltore the prelliael to as good a condition as the: ~ere 1n pr1o:' to the construction of .aid tacl1lt1. 6. GraDtee &&reel' to pe.v arq, and all t8l:e'all8eued against·, i\~'~a1~ 'tacUltr and ~l~~i~b1fee GrBDtor to;' aDy: ~~~~I8I~', taxea peJ&ble~b1 ~~antOrvb1~'hk.~U~n anlncreaa8ln'iand:iT~uat~0~ , oCC:Ul~ b7 the 1n"~'lla~i'~ '~"Ie1nt~ce ~~"~;dt~:~~',:.J4' tacllit}. ,:,,~<,;::';,} , " ':\.:?'f,; •. , ':~;';.;:i''-J;r~j;A~t;.-~,:::::: :' '-: ~~,":,';",}\'Y;;'::;::~:', ' , ,) 7. i..U, ot the binet1 tI of th1a agl'eeaumt, .ball'inure to tbe ~·~~~t.':.: \,':" .;~.::; .~. .. . :'.. ~ ~ .. ;?:< •. ~.~~~ .. :t.~.·~}i':~~~'·1 ""7'.: .':, . ..,~~~ .. :.~~~; ,:;~L;K,\.~.:: ':~~.<"'" '.": ,' .. ':.;~ A beii'etlt ot I and the ,burd8DB, heriIOf IIhall be 1mpolild:uPGD;"tbewccellora ~~l¥~ef:~:~~~~:;~~~·~;1~i~~ii~,;$>.", ,', ·;):,,'.:;~i{;;~ ,. Tbe.·loC:.UOll,ot~II,1'tr1cb" ot·'nj'lIlhO\dlfOD ,Map '10 • .. , 4.ij!'>"·~, . ";:~i;;::-;:~;";::',':,'" .~ 19--" ~~~!'~~: ," ,. ---. .......... --- ',:-';;: .. ·.i:·.: .. : ... t.~'.. " .. ;' ,':,'. '.:.'.,: ... ;:.: ..... :·,.'~·~ltpt~·, .. : .;. . .. ", , CUi 'elpeer. at qnpta <-I COW ot"'Vb~Cb,,~fai'kcbe4heHto ; . ;;.( .. ':. '~'.:;":", ' ..... :,.::. ,h:;::~!<.\~·: ". //. ,,.:.' ':' -.... ">.' ;.~ ·:~:~f:~;·~~~.?~~.~·~~· .. ~ f~).~.~~:,~·. F _;~;WI MereDct Jed •• par\ hereot.. , , .~. ,':;:i;:,' , .. :', ;.'" ,'" .. '\ "J.,. • .•. .i'.; " "'. r ... : "'':'~!,.-+ . .'·",,;,·, ... r ~-' .. i.. ':.~ ..... : ~~: .. ;.: .~:, .'\:-::,' ... 111 \'l!HISS ~I rul 1nltrument hal beU:~8cute4bt '.:;.' '.' the partiel' bereto a. ot the 4Q aDd rear flnt aboTe Written. ' PUCE'l SOUID POWEll & LIGHT IXiNPJJlY ". ' .. Jtd;&?~ Operatlll8·~ : .-t.· Secretart J. JUN 7 -1961 WAltRANTY DEED Washington corporation, for and in consideration of Ten Dollar' ($10.00) in hand paid, and other good and valu~ble consideration, receipt of which is hereby acy~owledged, hereby conveys and war- rants to HOLMAN PROPERrIES, INC., a W~shington corporation, Grantee, subject to the encumbrances, reservations, conditions . t·. and restrictions hereinafter set.forth, the following-described \.' );: ,c'-'AJ , ("C , \J / d real ::>,,"/v' y.; \ L property situated .in . the county of King, State of Washington I :~~·~t[;~~~~l~~::·~·~H~::B.w. ~ of N .E. ~ --f secdon·l9,·.'loVnShip'23' Ii., Range 5 E., W.M. describtld as'.:'foH0w81·; ·~::";D~'9~~~:·::~i.~:a:'·~int on the southerly margin of 8~8~H. BO~, l,';'~:.,;(Orady Way in the City of Renton) 232 .. 5 feet west;;;,of." the east line of said H. W. ~ ot" B.B. J:i, u·m.8UUred perpendicularly, said point being tbe:'lrue.'Roint of B .. ginning, .' ,. ,.:.\.:.'.rbence· 8I;JUtherly along a line 232 ~ 5, feet fran (a.;·meuur~2'p~rpendicularly) . and parallel to said , eaatline:·of::.&id auMivision to the south line of aald SUbdiviSionJ ;·7·'.rhencelf~:··B9·44·31· W. 1027.89 feet along the !south·.l.ine of.'·said Subdivision to the f'aalerly f!lar- . gin' of P .S.H. BO~ 5 as recorded in Highway Plata Vol~ 2iPgs·.lS6, 187, leS, .,.·'Thence·B •. Olo33'19" B. 140.99 feet along said easbtrlYDlarg1n1 ':::/;:,: . . . Thence B •. 41·34'~')" E~ 90.78 feet to a point C'n the Boutherlymargir. of 8.S.H'. No~l-L (Grady ·;way) 'j; .. ' .' Thence northeasterly along the sO!ltherly margin of S.S.H. No. l-L to the true point of beginning. Being approximately 7.4 Acres. .~, ;.':.' S\wject tOI ) '" 1::-r- 1. An unrecorded transmission crossing permit to . I~ Seattlo Cjty Light defining a 350-foot wide corridor. J/IV~f .. . :",' ~ . ~ ,:, . .. ;". 'I 2. All eaa~ents, restr;ctions, encumbrances and reservations of record. IN WITNESS WHEREOP, Grantor has caused this instrument /' .... to be executed by its proper officers and its corporate eea1 to be hereunto affixed this _-,-I.:.tJ"",··_ day of _~'f"),....::l,-,.',:,,",:...: .. ...::.t:...:/-.:..t7(-1'-r-:"'/..Li(;, .( 7 /' 1964 • L/ PUGET SOUND POWER & LIGHT COMPANY '. ,,", '. ~,. By ~~~~~~~~~_~~ ____ ~~_ ~. w. Vice r:eaident ~EBTI '~~~~~~~~~~r---------c. a Secretary . ;. '>:~;;Xt,~Ii!;r,~I~?!L:::~:i"~:( STAB 'OF ~.WASBDJa.roB " ). . . ,': ';' ... =il~f~·~~~~. ~t!~:'~f~!~~~::' _: ... toD~\ ,'a,1L!.y:,.,cc:iailiiildone4 andsvorni 'peraonally appeared F.' W •. KIMBALL ::':i'anai~~~:i.;:fSt9>:r.OOI., t.ulle known to.beV1.ce President.' andisecretary, <':';;r~~a:;ix_ty'i~~~(jf~PUGBT somuf JiOwBa ' .• ~ .I.:tGH'l' CCIlP1IBY ,'the'· cOrPorat ion' :~:that':::~.cu~;;!th. foregoing 'iiustrUilltsnt, and aclUJowledgad the ',jaid. ···.·:·~¥~rl€;:~j~:;-~;free .. ~#o~~~;}I~~· ,lllld' deec1':,o(;,,1.-c~<c::orp~~ .. : ,ratibil:';8'f~):"tluIi~·Ullea.::.,J1d,'·.~08ea>~.in;ment:ionedi 'and',cin{oath'" ,';' ; Btat;~J~~~!;t.!ieY;~"eie:: authoriZ8d::t()"~ e:;tecrute' the aaid: iri.~ent'; '.' . and."thatth.i;,.eal:·,8.ffixed.isthe'· cO~orat.e seal of 8ai(,f:e~oration • . ~/~-~/:~.~.:.' :,<:':J;:~»:.~;,~;.>~~""'" , . .".>~::. ~·'~''''!'::··:·';'.l <.' :' ·:'.:,i.:~.~';':{~·.~.:·(ft~~~~~:f:?Y~\~(" : . . ,.·:,«~.,::~~S;lIlY hand and'o~.ficial seal hereto.a~fi~ed:·,.,t.he dZLY and·year:;.f1l:st::·8bove.-written.<~ . \itf' " .. '" :-.. '>:~;iic' ';'~i::~'C •• ,.l/F1d~ !?~~ ..•.. :,: .. : .'." :,' ' .... -2- ~·t . , .... ,'.': . ~~ ,.,a,~lt."J.li.~.~, ,!) '~..::.-. LllnITED ACCESS IN THE HATTER OF Primary State Highway No. IJ Jct. SSH No. 2-M to J:t. PSH No.2 in R'.!nton KNOW ALL MEN BY THESE PRESENTS, That the Grantor PUGET SOUND POWER & LIGHT COHPANY, formerly PUGET SOliNO TRACT I otl LIGHT f.. PO\.lER COMPANY J ~ Washington Corporation for and in consideratIon of the sum of MUTUAL BENEFITS conveys and quit claims to tt. State of Washington, the followIng described real estate and any after acquired interest tl,~reinJ situate in King County, in the State of Washington to the same extent and purpose as i' the rights herein granted had been acquired under Eminent Domain statute of the State of '.I, ;h- ington. TRACT "A": All that portion of the following descrIbed Parcel "I" lying within a st.rip of land 250 'eet in width, being 120 feet wide on the Southeasterly side and 1)0 feet wide on the Northwe: t- erly side of the centerline of PSH No. I, Jct. SSH No. 2-H to Jct. PSH No.2 in Renton; EXCEPT that from Highway Engineer's Station (hereinafter designated H.E.S.) 213+00 on sa:d centerl ine to the Easterly line of said Parcel "I" said strip shall be 220 feet in width being 120 feet wide on the Southeasterly side and 100 feet wide on the Northwesterly sid.! of said centerline. ALSO, TRACT·IIB": All that portion of the following described Parcel "I" Iyi ng Northwesterly of a I ine drawn parallel with and IOQ·feet Norlhwesterly when measured at rig:~t angles and/or radially from the c~nterllne of PSH No. I, Jct. SSH No. 2-H to Jct. PSH No.2 in Renton, and lying Ea ~er Iy of the following described line: Beginning at a point 100 feet Northw~sterly opposit" H.E.S. L-213+92.0 (RIW L) I SSH No. S-C 33+67.4 (RIW L) when measured at right angles and/or radIally from said centerline; thence Northerly In a straight line to a point 190 feet West- erly oppoSite H.E.S. SSH No. 5-C 32+50; thence Northeasterly In a straight line to a point 110 feet Northwesterly opposite H.E.S. SSH No. S-c 30+00 and the end of this Iinu description. ALSO TIIACT "C": All that portion of the following described parcels "I", "2", "4", "5", and "6" lying North- erly of the above mentioned Tract "A" and lying between I incs No. I and 2 each described as follows: line "I": Beginning at a point on the Southorly lIne of Grady Way which is SO feet South- westerly from the BS-Llne of PSH No. I, Jet. SSH No. 2-H to Jct. PSH No.2 In Renton as measured along said Southerly line; thence Southeasterly In a straig.1t lIne to a point opposite H.E.S. BS 4+00, and 40 feet Southwesterly the"efrom; thence Southerly parallel with said OS-Line to a point apposite H.E.S. BS 10+00 and 40 feet Westerly therefrom; thence Southerly to a point opposite H.E.S. as 11+00 and 50 feet Westedy therefrom; thence Southerly parallel with said BS Line to the Northerly Line of PSH No.1. Line "2": Boglnnlng at a point on the Southerly line of Grady ''Play ~!~,i(''1.is SO feet North- easterly from said BS line as measurod along said $outherly 1 inc; thence South- easterly in a straight line to a point opposite H.E.S. as 4+00 ~nd 40 feet Northeasterly therefrom; thence Southerly parallel with said as I inc to a point opposite H.E.S. OS Io+on and 40 feet EOIstorly therf.!from; thence :'outherly to ~ point opposite H.r.~. P' '1+00 ~nd 50 feet Easterly therefrom; thence South.!rly parallel with s,' .. .:., ... .: t 'I! Northerly I ine of said Tract "A". TRACT "0": All that portion of the follOWing described Parcel "I" lying South:)r!y of th~ Jbove dC5Cribed Tract "A" and lying between I ines No. I and 2, each described as follows: Line "I": Beginning at a point on the Southerly line of PSH No. which is 4J fe~t W~st erly when measured at right angles lind/or radially from the B~ Line of PSH No. I, Jct. SSH No. 2-/'1 to Jct. PSH No.2 in Renton; thence Southl!rly flilrallel with said BS Line to the Southerly line of said Parcel 110. I. Beginning at a point on the Southerly I ine of ~a id Tract "A" wh ich is 70 I:e"t <:asterly when measured at right angles and/or r.:oJially from s«id 65 Line; :I'~"c'! So~therly parallel to said 65 Lint' to" pai,.t oppu~;~;; H.~.~. ?~.B.S. 21..,.::;18.3 and 70 feet Easterly therefrom;. thence Southeri), lu il poir.t on ,!,> Soutl1er",' i ir.e of the Southeast Quarter of the ~jortheast Quut"r of Sect ion 19, ownship 23 North, Range 5 East I,J .M. wn icn is 40 feet Easter' y Fro," ~"id as L ,,~ iH ",,,,,. .. r.,'\ .r~ .: ! ( I ,", " ,;. ~'I'(~hi)~~ortion of the following dp.scribed Parcel 3 lying westerly of a line dr.:".n fJilr.:.11el with ilnd 80 feet Easterly when measured at right anales and/or radially from th!! t:t l.in~ (PSH Ho. 5, 92nd Avenue South) of PSH No. I, Jet. SSH No. 2-M to Jet. PSH No.2 in R<!nton. Pi) rce I I: The North 250 feet, EXCEPT the East 250 feet thereof, and EXCEPT the South 60 feet thereof conveyed to the City of Renton for publ ic use by Deed recorded under Auditor's File No.5475310, and the E~st 250 feet of the Southeast Quarter of the Northeast Quarter of Section 19, Township 23 tlorth, Range 5 East W.M.; EXCEPT publ ic roads; ." Parcei 2: .-That portion of the Northeast Quarter of the Northeast Quarter of Sect )n 19, Township 23 North, Range 5 East W.H., lying Southerly of the right of w~y of Puget Sound Electric Company (Seattle-Tacoma Inter-Urban) and South of t ~ South boundary line of that certain tract of land conveyed to Puget SounL Traction Light & Power Company, by Philo D. Haml in, by deed recorded unde, Auditor's File No. 1322601, EXCEPT public roads; -.• j Parcel 3: That portion of the Northwest Quarter of the Northeast Quarter of Section i J, Township 23 North, Range 5 East W.H., lying Southerly of right of way of PLlet Sound Electric Company; EXCEPT public roads; Parcel 4: Parcel 5: Beginning at a point on the East boundary line of said 5ection 19, Townshi" 23 North, Range 5 East W.H., ~ distance of 660 feet South of the Northeast corner of said Section 19; thence West along the South boundary of Wallsworth's First Addition to Renton, as per plat recorded in Volume 6 on page 23, records of Kir.g County, a distance of 490 feet; thence South parallel to the East boundary I ine of said Section 19, a dIstance of 330 feet. thencd East 490 feet to the East boundary line; thence North along said East boundary line 330 feet t the point of beglnnlny; That portion of the Northeast Quarter of the Northeast Quarter of Section 19, Township 23 North, Range 5 ~ast W.H., described as follows: Beginning at a point on the East boundary line of said Section 19, a distance of 990 feet South of the Northeast corner of said s8ctlon 19 said point being the Southeast corner of a tract of land conveyed by Philo D. Hamlin to Seattle Elec- tric. Company by deed dated Jvly 15, 1908 and recorded In Volume 626 of Deeds, page 438; thence Westerly along the South boundary line of said tract of land 490 feet; thence Northerly along the We~t line of said tract of land 330 feet to the Northwest corner thereof, being coincident with the Southeast corner of tract of land conveyed to George B. Adair by deed dated February 6, 1908, recorded in Volume 591 of Deeds, page 546; thence Westerly along the South boundary I inc of said Adair Tract 250 feet to the Southwest corn~r thereof; thence Northerly 810ng the Westerly boundary line of said Adair Tract 118.20 feet, more or less to Southerly boundary line of Seattle-Tacoma Inter-Urban right of way as cs- tablished by declaration of appropriation and recorded In Volume 289 of Deeds, page 136, under Auditor's File No. 217923; thence Southwesterly along Southerly boundary line of said right of way 340.82 feet; thence South 16D 38'45" East 386.03 feet; thence North 86°59'22" East 393.52 feet; the_nee South 28°08'08" East 99.20 feet, more or le'ss, to a point on the West boundary I inc produced, ,fl l! .v/ , Parcel 6: of said Seattle Electric Company, tract of land 150 feet Southerly from the Southwest corner thereofj thenc.e North 89°32'41" East parallel with the South boundary line of said tract of land 490 feet, more or less, to a point on the East boundary I inc of said Section 19, distant 150 feet South of the point of beginning; thence North along said East boundary line 150 feet to the point of beginning; EXCEPT publ ic roads; Block 2 of walsworth's First Addition to Renton, including portion in ,.,Id !:jeattle-TacOMa Inter-Urban right of way; EXCEPT Publ ic Roads. The 13nds being herein conveyed contain an area of 5.10 acres, more or less, the specific detuils conrer"ing all of which are to be found within those certain maps of definite l')cHion now of record and on filc in the office of th", Director of Hignways in Olyrnpia, bearin9 dates of approval Octou~r 31, 1961, September 10, 1957, lnd S.,ptemher 10, 1:'57, /,<1 r~vis~d October 23, 1962, De:ember 27, 1~61, and /'lurch 6, 1962 respectively, ~nd the ~'~l1terl ine of which also is sho"iO of rt!cc~d in Volume 2, p:';/o.!5 la7 ~~: !;JI :Jf Hi9i.w.;y P 1.1(s, records of sa id COl!nty. f?~~~ I <I .j ! I \ ~ ... --'" :: ~ . .. :.'J ALSO, the Grantors herein convey and quit claim to the State of Washington al I rights of ingress and egress (Includiny all existing, future or potential easements of access, I ight, view and air) to, from and between Primary State Highway No. I, Jct. SSH No. 2-H to Jet. PSH No.2 in Renton, and the remainder of said parcels 1,2,3,4,5 and 6; EXCEPT that t,e Grantor and Its assigns shall have the right of reasonable acce 5 to the BS Line Northerly from H.E.S. BS 16+00 and Southerly from H.E.S. BS 18+90. It is understood and agreed that the State will issue to the Company such permits 1S may be necessary to authorize Its employees, agents, or contractors to enter upon he right of way of the State, in accordance with the plan for ingress and egress designed for said highway, to the extent necessary to the essential maintenance and repair 0 the Company's facil itlcs located within the highway right of way • The now existing facil itles of the Company shall be permitted to remain within the right of way of said highway as now located or as relocated in accordance with the construction agreement executed by the p~rties hereto. Should it become necessary In the future to alter, relocate, or remove any of said facilities from within the right of way by order of the State, its successors or assigns, all costs for such al- teration, relocation, or removal, shall be borne by the State, its successors or as- signs. It is understood and agreed that in the event said highway is ever abandoned for u~e by the public, all rights herein conveyed shali revert to and revest in the Compan , Its successors or assigns. It is understood and agreed between the parties hereto thut this conveyance shail not take effect, and that no title shall pa~s hereunder until the Grantor herein has been compensated for the cost of relocating Its facilities in accordance with the utll ity relocation agreement executed by the parties hereto. It is und(-stood and agreed that the delivery of this deed 15 hereby tendered at"! that the terms and obligations hereof shal' not become binding upon the State of Wa5hington unless and until accepted and approved hereon In writing for the State of Washington, Department of Highways, by the Chief Right of Way Agent. -r.' /'1 DATED this .5<'7 ~ day of __ ~,-.,r ... ')-'~~-r'/~ ____ '964. <. ,I Accepted and ~proved: '-'-1'1-1 J/ STATE OF WASHINGTON PUGET SOUND POWER & LIGHT COMPANY of Highways By: STATE OF WASHINGTON ) ) ss. C~unty of King ) pn, thi.-s . 23z3day of 0,/"u/ , 1964 beforeJY~!/rs'?naIIY agFearcd _____ _ ( ItV~ ! 7.V+M/ ,I and '/.-/-,)~,L.,.<-<,.¢ of ·Ole corporation that executed the foregoing instrument, and .. acknowledged said in- strument to be the free and voluntary act and deed of said c9rporation, for the useS and purposes therein mentioned, and on oath stated that •. ~~~~'~/~{{c~~~~~-____________ ~~ authorized to execute said instrument and that the 5e&1 &ffixdd is the corporAte seDI of sD'd corporation. Giv~n under my hand and official seal tne day and year inst <:!bove written. KJlOW ALL foU:N BY j E P R1:r. foNTS I HOLMAN ·tOPf;RT [f:S, INC. 02 nd That PVGY.T WEST~IU!, INC. _ d/b/a lla:r~!.J.J\<'!L.£.'?"'"P",-A. .... N....;;Y __ _ heretnart .. i-rererrea-lo Art ·p.Hty 0rth" fIrst part fOr and in conlidofll!lon ot ONE DOLLAR and Olh',r 'Iood .tnd valu4blo considerAtion, receipt ,\r "'hlch i. herety ackl''7Wlc<l./<"S. tlo hereby grant, releAse and convey unlo the CITY OF R1:NTON, a Muni.C'ipal Corpor4tLon or the State ot W.ahlnqton, oil ·p4rty of th~ Second part-~n ea~emert appurtenant and P~HI,.,tu<ll OY.:Jr, on, lind to ~he (ollowiny described pro?erties: S.e 4ttachad l!:xhibit -,\-tor S·\nit4ry S': .... cr And the party of the second P~[l to h~YC for the purposes of con- atruction, rep~lr, service, Ilnr\ m.)inlo;on.lnce of the !lc .... er JlU )OIUX lines. IN WITN~SS WHEREOF the,a ,,]rti~g h3Ve hereunto set their hands and aeah this ~'.7: day of -_w....~.~'-'-. _____ 1969. llOL.MA.'l PROPERTIES, ISC. PUGET WESTER-'l, IS-'::. ST1I.TE OF WASH I ~;GTON COUNTY OF /UNG 55. GP.A..'1TOR /tl·t7! tM-cft;A~ Notary Public in and for tho!! St~te of W,uhir:gton, _.Ai~.Le-=~~--......,c-___ ... _._. , do hereby cer~ify that ot ~L .,''''. ,.,u n4lly .p_ f ~,-, I --' 'R' ~ared be ore me -:-r=z:"':;;''-''''t'f-'-C "X:..._ and _ (f-:>t:....J.--'-...... ~...-.,._.,.-to lie known to t:·) i'Hdu.i1s "')rt~d ir. .:In ..... ~J AS their tree 4:.d <let .In.] ,j", J for t;.e U30$ And in :rcntioned. here- ~":.en Ilfl~ my h~nd anJ O'flClIt 1 sColl this _:;\~+ d4'f of ~jo,~ , 1969 \. f\f\'--'-;-_~~1w-) __ 1_ NOt,uy Vublic: in .snd (l~.r.r . ~~~--.... :e ot W •• h1nqton. re9idln1 ,,~~ -l. -'---::-.. -------. 1:l"ri,.J... .. ". .. ... ~ , . . . October 30, 1969 R.ntun VIlli;, Co. SA~llARY SEWER EAS~~C~T -EXHIBIT "AN That portIon o( tho North~.st quarter o( Srctlon 19, Townsh~p 21 North, ~an~r S East, ~.~. and tn. blocks 11, 12. 14, anJ IS of C. O. klll~n's Earl1n9ton Gardtns Addition to tht City of Seattle Dlvl,lon ~o. I, a~ pur plat recorded In Volume 17 of Pllts, page 74, r~cord, or (Inq County, W.shln~ton, .n~ of vlcattd ~tre~ts an~ llleys_ .nd of Jloc~ 5 of R.nton VI~w Addition IS per plat recorded In V~luMt 33 o( plats, Plq. 2S recor~s of King County, WI\hln1ton, lylnq within I strip o( l.nd 10 feet In width having ~ ' •• t o( said wlJt~ on ~.ch sIde o( the (ol1owlnq described lind. 3e~lnnlnq ~t the south!4St Corner 0' tht northwest Quarter o~ 'aid north~ast n~~rtpr 0' Section 1~: the~ce H Ol·04'O~" E .tl()'l'1 the t!4S~ line of \alJ n(\;-tll\412~t nuarter Of the northe.lSt Q OJ art ~ r • (11 s t J n C eo I' ( 5 9 1 • S 7 r e e t; the nee S a 8 • 5 5 I 5 Z· E a d;H .. nr.e o( lZo.06 '~tt to the true poInt of begfnnlnq; the net S 51·04'4Z" ~ a dl~to'lc! of 130.00 r~et: thcncr S 01·04'00· W i ~"t~"C~ of 63J.07 (eft; tnence S S4·0l'~Z· W a dIstance of 1~).!2 fett; tnenr~ N ae·56'SQ" W a ~Ist~)ce of 105.00 (eet to I poInt ~erea'tcr deslqnatcd Point 'A:; thence cont'nul~9 H as·S6'Sb" • A alst41nct of 304.07 feet to a ~ofnt h.reafter d " 1 q nat e (j iI 0 I nt' 6 " t " e n c. Ie 4 Z • 5 1 ' 2 6· II a d I it u CI 0 f 4 a 2 • Z J f u t; the " e e SOC· 0 ') • 0 9" Wad 1 st. n C ~ 0 r 1S 5 • 08 hut 0 • poInt I'lere.fter dQsl~n.ted PoInt 'C'; t~enCt N 19-53'2l" ~ • dlstanc. 0' 421.55 feet; thence S OZ"19'2S" W a dlst.r.c. of 271.22 fe~t; thence S 18-54'08" E I dlstanc. of 83.10 ft':; tnen"' S ~)·Z7·18· E a dl5tanc. of 220.00 feet to t~. t.rrnlnus of saId lInt. TOl]tt"er With: That ~or'lon or Hid nor~"..:ut QUirt,r of ~.I1d Sletfon 1, l11nQ ~Ithfn a strlr of I,nd 10 feet 'n width hiving 5 ftet of S\I~ yldth on ~~;~ ,10' of t~1 rollo~ln9 dtlCr1btd lln.~ Beqlnnlnq .t the above .tnt!l~td PoInt 'l' th,nt. S 00'09'Z4-~ • dl't~nCt of )71.84 't~: to tftl t.r~ln~\ of I.ald 11n4 (tnt ,outn.r1t bOundary o~ l.ld 'Ist~.nt bf'n~ • C~r •• on th, nortnerly =.r~ln ~, P5~ 11.) , I , ,. ..... rile IS9 69 Octob.r 30. 1969 Together Wf th: Th.t ~ortfon ( s,ld north"st QUArt.r of s~ld 5tctfon 19 1ylnl'l IIlthln I strIp of land iO f.et 1n wtl1tl'l hav1ng 5 feet of saId wfdth on tach s'd~ of the followlnq dfscrlb~d lint. Ccqlnntn9 ,t the above ~fntfoned Point'S': thine. S 38-J3'50. ~ • ~tst.ncf of 233.40 '.et' thence S OO·OZ~16· E I dfst.nc. ~f lO.OO ftot to the teT~lnus of .l1d '1n.. . Togeth.,. loll th: r:'olt Dortlon of s ;d nortr.cHt ql.4rt~r of uid Section 19 1.V\'1l1 ltlthlr. II stri;,) of l.lnd 10 feet In .... hJth 1""lnq ~ ff~t of uld ... Id~il on e.lch side of th, followIng doscrlbed Itne. ("l)lnnlll'1 at th~ at10ve t1fntfoned PoInt 'B; thtne. f( 01-13'55" \01 ... distance· of 511.6~ feet; thtne. N 6B·Cfi'OS· E • distance of 9Z.00 r •• ti th~nce H 03°)]')9" ( a ~f't.nct of 67.00 'tet to the t.r~lnus of uld 11r.I. Thlt rortlo" of sa'~ nor~htJst QY4rter o~ saId 5rct1on 19 1,1n, within a ~trlr ~, lana 1J fee: I~ ~I~t~ n4v1n~ 5 feet or ,&td width on f4;~ ~i~e or the (ollo~~r.~ desc~lb~d line. a.qlnnfng It t~r A~cve ~~ntlonrc 90'~t .~. tht~t. S 00-13'01. ~ • dtstance of ~54.(.) feet; th.nc. 5 07·J~·~~· ~ 4 d1stlnCf of Z7 "ot to th~ t.r~lnys of site 11~c. -- § -§ n RPETUJ\.L us r.m:NT DOW ALL KEN BY THESE PRES£NTS I HOuv..N PROPtR'l'If.:S, INC. an.' That puetT WESTERN, INC. r1/b/a REmON VILLAGE COMPA.NY __ , bereln"fter-rer';-i,o!d to u -party or·tt-.. rLrst p.ut-for and In consideration of vNE DOL.LAR. and other 'Jood and v4luable consideration, receipt of which I .. hercby aek.nowled'l"", do hereby gr;1nt, relf!.l'e and conv"y unto the City of RBnton, a Hunl"lp'Il Corporatio,·. of the State of W.nhlnqton, al ·party of the 1~<:()n.J p~rt· an ealement appurten·:-nt and ptlrp4'!tu,-~ ';"er, on, ,l.nd to the follO'Jing described properties I Seo att.,ched Exhlblt -8· r"r Water Main And the p':Hty of the seeon; p.srt t .. h"ve for the purposes of eon- Itruction, rep.1ir, service, and m.linla"<'I"ce of the IUni/fX 1)(1 ... olter lineS. IN WITNESS ~fE:~OF the said p4rtla~ have hereunto let their hands &rid .eals this ~: .~ day of _.l~ .:. ....... ,.J ... ,. , 1969. HOLMAN PROI'ERTU:S, I~IC_ PUGET wr:S1'ER-'l, I~;C. STATE OF WAShINGT0~ 55. COONTY OF lUNG Public in and for the State of W~hin9~0n. _______ , do hereby certify that ~c-. __ 1969. ~lllY ap- peared beforlt ~ --""',.z.;......,.....,"""''--....-'-..... ~'.~_ and ~~E'.' . to me known to b~ s c:.~i .. c.ir;;d in 7na who ecute:d the U!fte •• their free An·1 and deed tor .t . ., us.s and purposes here- in -entioned. __ ~~ l~i ~.nd an~ otrici~l ~~~~_~ __ -= _________ , 1969. "," ... '\. -';" , .: ;.. '.' . , , ,.,.. , / , , ... ...J r, c· , fl. 8 ~9 '; J Octob.r lOt 1969 Renton VI"lq. Co. o WATER LInE [ASE~(NT IN RENTON VILLAGE -EXHI&IT -S- That portion of the northGast quart_r of Stctlon 19, Township 23 ~orth, RAngo S [1St, ~.H. and of bloc~, 11. 12. 14, and IS of C.O. IlIll1n.:ln's Earlingt.on CardlH;s AdditIon to tile C1ty of Seattle 01vhlon 110, 1, IS POI' plat record.d In Volume 17 of Plats. PHI~ 74 and of vacated Itreets and .,1eYI, end of Block S of Renton Vlf~ AdditIon as p~r plat recorded In Volume JJ of plats, paQt 25 recordl 0' Klnt) County, Wl1h~nQt.on, :y1n1) ",Uhin • strip of land 10 rut in width hiving S f •• t of I.'u wIdth on .Ich side of tht following described Hn.: D~~lnntna .t the northe.'t COrner 0' the southw.st qUlrt.r of t~ northeast Quarter 0' ,aid SectIon 19: .thence 5 01·04'00· W alonq tht east llno of the 'ijthwn,t, Qijartcr of s.:Ild ~ortheast qu.rter a dlstdnce of 6.26 lett to the true point or beglnnlnr,. thenel N 8a-SS'5~-W a distance of 100.9S fttt to • point here- ,fttr designated Point 'A'i thence ~ontlnu4~q " 88-55'5Z' W a dlstanct of 110.00 feot: then co S 0\·04 JO· W a df'tanct of 204.53 feet; to a point h.reafter deslqnatod Point '8'; tntnct S 89-44' 0.3" E I dht40ce of GOl.l? feet; tht·~" Ie 01·04'08" E I dtstol"c.e of 7~8.00 'e~ti thenco ~ Da·~5'S2· W a Jlstinci of 178.33 feet; thene. S 01-04'01-W I dist.nc~ of 5J1.9) fteti thlnc. N as-ss' 52-W I dl~t.nce of 214.05 f •• t to the true po'nt of beg'nn1nq. Together With: Thlt portIon of Slid northeast quarter of said Section l~ lylnq wIthin I strip of lind \0 feet fn ~Idth having 5 felt of 1.1d width ~d .ach stde of the foliL.lnQ d.scrlbed ltn •• BIQlnnlng at the abov, ~entlontd Point '~' thenc~ H 01-04'08" t a distinct of 295.00 f •• t to the t'rMlnus of 'lId lIn •• fOll.thtr',nth: That porth. I of ,ale northeut Qllart,r of uld SectIon 19 'ylng w'thln , strip of 'and 10 feet I~ wIdth navlnq S 'ttt of sila .Idth on .ach sid. of thl fol1o~ln1 dilcrlbed lint. al1innlng at t~ •• ~ovt ~!ntlor,d PoInt '~' thence ~ ~9·44'O]· ~ a dhtance of 10\.00 'ul; t!'lenl., II 42-\8' 31' 1.1 • dhtanct or 477.4& fut; tnt.'" S 8')·za'lJ-W • dtstlnef of H .. ~O 'Itt; t~.nce S 00·ll'4'" E , dtstanCI 0' ~S.OO ,~.t; th.nel S la·lO'4,· ~ a <Sllt&ne, of 190.00 f •• t to I polft~ hlrt.ft,r ~S'9nlte4 10lnt 'C'; th.nc. contt nulnq 5 38-30'46" W • dllt.ne. of lZ'.la 'tft; thtne, S 6)'~7'l&' E • dIstance or 71.00 't~t; th.n~. S 25-)2'(Z' ~ , '. ~., 11 ..• . .. '. II. ., ~ "' "' ~ .. _t,: <J • "1ao " . ,~ .. .., 'oIL A' '." • . ". -.... . " r----' .. 1 - .. ' I ~Istlnce of 82.00 f •• t to • poInt h.fe"ter de,19ftlt.d Polnt'O' ~ th.ne, S 63-27'18-£ a dlst.nc. 0' 36.00 fe.t, thine. s 8~-S7'\84[ ; dlst.nce of 158.36 t.tt: thlnet S 19-18'O'-( • dl,tl"e. of 17!.OO fltt; thine. N 70·Z1' 56-E • dhtt. :t of 142.00 , .. t~ thtnc, S 89-lO'~64 E a dlstanc. of 272.94 f •• t~ th~nc. " 00-41'3S· W I dlst£n'I of 204.9\ felt to tne ttrg~"U' 0' said lb., Togattar WI th: Th.t portfgn of .Ild north •• st q~.rtfr of la'J Siction '9 'yIn? wIthin. strip of lind to ,.~t In ~ldth hlvln~ 5 f,lt of "Id wIdth on tlch sIde of tht fol),wlng doscrlbed lint. nlQlnnlng .t tht aboy~ ~entlontd ~olnt 'C' th,ne, ~ Sl.2~'14-~ .J dhtolnce ., 67.00 hat to the ttrlllinul of utd 11n ••. Together .... That port,. of SlId north ... st qUlrt.r of "Id Stctton li lyln~ within I strip of land 11) fut In wIdth 1I.\,'n9 ~ ",t 0' uld wIdth on •• ch sId. of tnt 'o110wtn9 d,scrlb,d "ne. Seqlnnlng at the .bov~ rnent10n.d 'oint '0' t~.nc. ~ 61-27'13 4 W , distance of 237.00 feet: tftrnc. U 85-26'.,· ~ , dl,tJn:. of 23. /)0 fee t; t ~ ,-: e ~, 01·))' 1 9· [ I It' \ t •.• C. 0' 7 •. " 0 , •• t to" point h~r~.fter d~sI9nlt'd Point '[' t~.n(. (Oftt'~~\ 9 N 0'-3]'19- E • dlstlne. of 76.2J felt to the t.r.\n~, 0' •• , ,," •• Tnat portion of HId nortl\ean Q'JI~tclr of u14 StetlOR Ii 'YIn.; withIn. strip of l.ne 1J ft~t In wldtn n.fIA, , f,.t Qr laid width on .~ch s1de of t~. 'o\lo~'no 1~'crl~,. "A •. B.qfnn'ng at the .~ove ~.ntton.d Po'nt '(' th,ne. R as"Z"4'· ~ • dhtuce of 1c.00 fut to the 'rl:lln"" of ,aU 11" •. (Th. w.sterly b~~~1:~y of ,.ld '~~.~.nt b.lnq • "n. r~nnln~ N 01-33'19-E 1\-)3'19" W fro~ th. t".'n,1 point.) .. -.. . . (' .J C) LIQUID PET1I.OLEUH PJl.ODUCTS P UK LINE PERMIT AGREEMENT Re: City of Seattl.'. Electrical Transmi •• ion Line Corridor known a. Renton Relocation Right-ot-Way and Olympic Pipe Line Company'. use thereof. THIS AGREEHEliT. 18 made and entered into this 13th day of ------ _F_e_b_r_u_a_r..:.y ____ • 1975 by and between nm CITY OF SEAn'Ll. a municipal corporation of the State of Washington. its BucceSlora and •• 'igna, herein- after called the "CITY" and OLYMPIC PIPE LINE COKFANY, a Delaware corporation. its successors and assigns. hereinafter called "OLYMPIC". RECI'U.LS WHEREAS. the CITY ~ heretofore acquired certain perpetual ease- ments and right. of Yay for the foll~ng purposes namely: "the perpetual right to enter cd to erect, IllAintain. repair. rebuild, operate. and patrol one or more electric power trav.md.aaion l.1.na.s. and aue or IIIOre telephone aM/or tel.earapb line_. l.ncludlDg tbe right to erect lucb polea and otbAr traa..1 •• ion line structures. vires, cabl~~. and the appurten&DC~ necessary thereto; the further r~'-ght to clear .aid rlpt-of-way and keep the aaae clear of bruah, t~r. inf~ble structures. and fire Murda; aud the r1.pt to reaove danger trees. if IlliY, located beyond the liJdta of said right-of-way." upon. under. and across those certain lands and property located in King Ccrout)', ll.a.shington. kncr.rn as the li.eutOll Relocation Kight of Way. ae described in Exhibit A hereto, and i~s predecaaaor in titl~ to such easements and rights of way ha.a p.ud full coaq>enaadOll for all d.a.aiea incidental to the exercise of any of the rights above described; WHEXEAS, subsequent to the acquisition of the. CITY'S e&SeDents and right. of way for said aentOll Relocation Right ~~ Way by the CITY and its predecessors in title, OLYMPIC baa acquired or proposes to acquire easements ., in certain portiorul of the property burdened by the s~ore8aid Renton R.el()cat~'a Ri&ht of Way from the owners thereof to construct, maintain, operate, r~~air, replace, change the 8ize of, and remove in whole or in part, one or mo7~ pipelines for the transportation of oil and gas, and tbe products thereof, ",ater, 'Ir I.ny other fluid or substance, vith the nece88ary fittings, fixturea, valves, appurtenances, and cathodic protection devices, Gnd the right to maintain the right. of way clear of trees, ur.derbrush, buildings, and other / /1 . I o o obstructions together with the right of ingres. And egrell to and trom laid pipeline; WHEREAS, the CITY'S Board of Public Worka previoualy con.ented in writing on January 15, 1964, to the construction of a 16" O.D. underground pipeline by OLYMPIC for the transmission of liquid petroleum product. within the portion of the Renton Relocation Right-of-Way described in Exhibit B hereto. WHEREAS. OLYMPIC now desires to construct an additional 20" O.D. pipeline, parallel to and adjoining the existing 16" O.D. pipeline with In the lenton Relocation Right-of-Way and within a corridor not exceeding five (5) feet in width on each Bide and adjoining the centerline described in Exhibit C attached bereto. HOW, THERBPORE. th~ CITY and rLYMPIC, for and in consideration of the covenants, conditions, agreements, restrictions, reservations and provisions herein coutained, hereby AGUKE AS FOLLOWS: 1. Wherever used in this agreeaent: (a> the vord OLYMPIC lhall be construed to mean OlYllplc Pipe Line Coa.p.uxy; (b) the \lOrd CITY shall be construed to lllean The City of 5ea:tle; (c) the words .. ~ ~ of way" shall be cotlBtrued to -.an Jlll(\ include tbe CI'I'Y'S i.eutoll hlocation !light of Way described in Exhibit A he=eto (vh1cb il hereby Incorp=r~ted berein by this reference); (d) the vords "pipeline syatem." shall be construed to include OLYMPIC'S pipeline systema and any and all portions thereof including yithout l~tation liquid petroleum products, cathodic protection devices, and all of OLYMPIC'S facilities and appurtenance. thareto, preaently or hereafter located, situated or transported upon, under, over, acroal, O~ adjacent to the City's right of vay; and (e) the yords "trans.bsion ayat .. " shall be con.trued to include all portioM of the CITY'S electric tranPliui.on .yat~, inc:ludin& without limitation electricity, conductors, vires, pole., tower., ~uy •• I, ."~h",,,. n.ty·nl "l'nR.rI. and all othAr faciliti8. of the CITY ap~urt.nant ltDITOJI VIUAGE CXMPAJrf. a Joint: Venture ("1::nntar-benhal ... _ ~ and warr_ tD PIXZT SOUND I'OWEII I lJCKT c:.otJlPlI.NY. a W ......... CIIIr· ,.....u..n ("'CnnIee-'-"inl. I ... the purJIC*>I berelnefler tel llIf1h a ,erpetueJ _ ...... __ .. ".." doe I .. tow;,. deKrlbed ...J ~. ,!he ~.-t-elDl '''DI Cauaty. W ........ . See'attached ElHIBIT "A" .JCCISE TAX NOT REQUIRED QZ~~ 87/00/10 RECD F CASHSL 13.00 .03704 D E.xDop' .. may be Dtherwioe se' forth herein Gran'.,.,', ri¢lll shall be nel'ciMd upon that portion 01 the Properly Ithe "1li,0ft4- 01 Way" hereinl deocribed .. follows' ~ .. U, . I ••• I' X J IX .mlr"ll1CMSlfa-' ....... XXXXXXXX"XXlC'Xt .................................. •• 1M M ,-t"u-.. See attached EXHIBIT "B" 1. l'IIrJoc-. Gran'ee shall have 'he righl '0 ""nslTuCI. oper.'e. maintain. ",pair. replace and enla,<!" an underground electric transmission andlor distribution SYSlem upon and under lhe Rijlhl-of·Way 1...,lher ... ith atl necessary or convenient af>- purlenances therefor. which may include but are nollimiled 10 the followiRj1i' undef!1fOund conduits. cables. communication lines: vaults. manholes. switches. and transfDTTTlen: and semi·buried Dr fIrtlund noounled faciliti"". Followi"" Ihe initi.1 con- struction of its facilities. Grant~ may from time 10 lime O'lnstruc1 such additional facihties as it may require 1. Acco!aa. Granlee sh.1I haye 'he ri¢ll of access 10 the R;p.I-of-Way oyer and across the Property '0 enable Granlee!o exer- doe i15 rights hereundec. provided. thai Granl .... shall compensale Granlor lor an~' dam~ '0 'he Property caused b) lhe exer- ci"" 01 said righl 01 access J_ ~; I..andoc:apiu&. Granl"" rna)' Irorn lime '0 litne remove tret>S. bush.,.. or other obstructions .. ilhin the Ri¢"- ol.Way and may I~yel and lI'"ade 'he Ri~hl-of-Way 10 the exlenl reasonably necessary to carry out the purposes sel lorth in par8ll'"aph 1 hereof. provided. that lollowi"" an" such work. Grant"" Ihali. to the extenl reasonably pr~Clicable. reslore the Ri¢lI-of·Way to the condition it was immedialely Drior to IUch work Followilljt the inolallation of Grantee', unde'II'"Dund facilities. Grantor may andertake any ordinary improvements to the landscapin~ 01 the Ri¢ll-ol-Way. provided that no tree. or other plants shall be placed thereon ",-hich would be unreasonably expensIve or impracti .... 1 for Grantee to remOVe and restore . .. ~I \Joe 01 ~.Way_ Grantor reserves the right 10 use thp R~ht-oI·Way for any purpose not mconsistenl ""ith the rights herein J!fanted. provided: that Grantor shali nol construCl or maintain any buildif\8 or other ItruClure on the Ri¢"- of.Way which would interf .. ", with the exercise 01 th~ ri~1J; herein panted: thai no dilQri"". tunneli"" or other IDrtn 01 COr>- Itnldion adivity shall be done on the Property which would disturb the compadion or unuM Grant",,'. facilities on the Righl-of-Way. or endaf18er the lateral support to said lacilities: and thai no blastif\8 .hall be done wilhm lS leet 01 the R;!!hl-of- Way. 5_ 1DdeaudIy. B)' aa:ep1in8 and I'8CXIr1Iin& thio auement. Grantee .".eeI to indemnify and hold hannl_ Grantor from aD) and all daima for injun ... and/or damapo .urlered by any penon which IDa)' be cauoecl by the Grantee'l uercise of the fiBhts herein p1IDteci; provided. that Granlee ahall DOt be responsible to Grantor I:>r an) injuries and/or damll8d to aD)" penun ca.-d by ada or omiaaiDDl of Grantor. I. .'11., > d TIle fiBhts herein lI'"anted .hall conlin .... untilluch time ... Granl"" ceases to Uk' the Ri¢ll-ol-W.y lor I period of fiye ISI8UC~h ... yean. in which e.'ent thi. easement .hall terminlle and .11 ri¢1ts he",under shall ~_ to Gran- lor. provided ,hat no abar.dol\ment ohall be deemed to h.v~ OCCUTTed b) re • ..,n of Grant",,'s failure '0 initiall)' install ill facilities on the Ril!ht-ol·Way within Iny period of ti_ from the dlte hereof 7. &uac._" A.MIpL TIle rljIhtJ and obli,..liono of the perti ....... 11 Inur. 10 the henefil of Ind be bindi"" upon their re.pective IUc=aon Ind aaigno. F'::'"I ~'" --'-~-D A"-r,t::aUEST OF' 235/73 :.--:--':;. '. --~.. ,.~ . ".J'I·'" 1 PU ... E:I r, . -._"' 50-32 61 REAl ESi.':'L: C..vI~ION PUGET POWEa OLDG. // BEU..EWE. ·.r.'ASHINGTON 98001 ATW\:!::-:·~. G!X)r~E UJi:KM'11TiiA).f /5 .• n. .. C&AN'JQa RE1!TOJI HLL6CE <XJrIPUJ. • Joint 'fep.'tUre BY: mI BLAlCELY T1tEE FAJOtS. a Waah1n&ton ted fartnerahlp ~~ ... ~-ta: .1 1 Partner By: WESTEIUI. IE. a WaahiDl;ton corporation ~ By: .~~. WAfSOR Iu: President STATE OF WASHIIIGTOII ) ) n. On this lo-:-h day of tt/lkln • 19&7. before .e, tbe undersigoed, a Motary Public in and for the State of Wasbington, duly commissioned and sworn, person.1ly appeared ..; l:. IVIJ/C.7".ItE to --kn-to be the ______ ~~~~~~~.~~-______ , ~ ~_M 1't-':!..J;OE:..rf r Gt-fTJ. rA/t7 of Port Blakely Tree "ar11lS, one of the joint venturers of Renton Village Company anO the limited partnership that executed the within and foregoing instrument, and acknowledged the said instrument to be tbe free and voluntary act and deed of said limited partnership for said jQiot venture. for tbe use, and purp~ses therein meotioned. and on oath stated that he was .uthori~ed t~ ezecute the said instrument. WITNESS my band and official seal hereto affixed the day and year io this certificate above written. NOTARY PUBLIC in and for tbe state of WashiDgtoO. residiDg at A~O_-::> My Appointment Expires: ?-/~-'~ I • : STAn or tlASRIJIGTOII ) ) n. COOJITY OF It I • G ) On tbis 7TH 4a), of 4t1Crl1J7 • 19 87. before _. the un4ersivDeCl. a IIotaq Public iD aDd for the State of WasblDgton. 4ul), commissione4 aDd sworD. per30nal17 appeared __ ~W-,--, _i:_. __ w.;..:4_T._:5--'-O..;,.N;..... ____ • to .. known to be the P:U;SIP£NI of Puget Western. Inc •• one of tbe joiDt venturers of Renton Village Company and the corporatioD that ezecuted the within and foregoing instrument. and acknowledged the said instrument to be the free and voluntar7 act and deed of said corporation for said joint venture, for the uses and purposes therein mentioned. and on oath stated that he was authorized to execute the said instrument. WITNESS my hand and official seal hereto affized the day and year in this ce~~ificate above written. NOTARY PUBLIC in and for the State of Washington, residing at &:OM",JD "y Appointment Expires: ",-15-'10 EXHIBIT "A" That portion of Blocka 11, 12, 13, 14 and 15, C.D. Billaana Earlinqton carden Addition Diviaion No.1, accordinv to the plat thereof ~.corded in Yolu.e 17 of Plat., page 74, in Kinv County, Waahington; TOGETHER WITH vaceted 94th Avenue South, vacated 96th Avenue S~uth, vacated 9th Avenue South, vacated 9th Place South. vacated 10th Avenue South and the vacated alleya betv-!ten 9th Avenue South and 9th Place South and al.o between 9th Place South and 10th Avenue South. all vacated under Ordinance 2051 of the City of Renton and that portion of the northea.t quarter of Section 19, Townahip 23 North. Rang_ 5 Ea.t, W.M., in King County. Washington, aore particularly deacribed a. follows: Commencinv at the northeast corner of the aouthwe.t quarter of .aid northeaat quarter; thence aouth 01·04'OS" west along the east l1ne of .aid .outhwest quarter, a distance of 250.02 feet; thence north 89·44'02" west. a distance of 18.28 feet to the true point of beginning; thence south 61·42'59" west. a distance of 258.92 feet; thence .outh 00·02'16" east. a distance of 248.9~ feet to the northerly margin of Primary State Hi gh .... ay No.1. Jct. SSH .~o. 2-M to Jct. PSH No.2 in Renton (also known as State Road No. 405) as approved October 31, 1961-the latest revis10n being November 7. 1986; thence westerly. north .... esterly and northerly along .a1d margin the follow1ng courses: north 89°49'09" .... est. a d1stance of 44.72 feet; thence south 83°23'09" west. a distance of 82.06 feet; thence north 89°54'4S" west. a distance of 241.66 feet to a point on a curve having a radius of 390.S feet and havi~g a radial bearing of north 17·05'13" east; thence northwesterly along said curve through a central angle of 32°52'06", an arc distance of 224.19 feet; thence north 40·02'41" west. a distance of 150.00 feet; thence along a tangent curve to the left .... ith a radius of 288.8 feet through a central angle of 390 S8'00H. an arc distance of 201.45 feet; thence north BOOOO'41" .... est. a distance of 100.00 feet; thence along a tangent curve to the right with a radius of 109.2 feet through a central angle of Bl°34'OO". an arc distance of 155.46 feet; thence north B8°26'31" .... est. a distance of 6.00 feet; thence north 01°33'19" east. a distance of 313.96 feet; thence north 41°34'50" east. a distance of 90.78 feet to the southerly margin of Grady Way (also kno .... n as Secondary State Highlo'ay No. 1-L). being 100 feet in ",idth as preser.7 .y established; thence leaving Primary S~ate Hlghway No.1. Jct. No. 2-M to Jct. PSH No. 2 in Renton and along the south margin of said Grady Way North 77°28'26" east •• distance of 912:78 feet; thence along a tangent cu~ve to the left .... ith a radius of 3,869.71 feet through a central angle of 11°14'08". an arc distance of 758.84 feet to a point on the ",est line of land described in Exhibit "A" of Quit Claim Deed under King Count.; Recording Number.e20S27035S; thence leaving said south margj;~ 01 said Grady Way South 01 °04' 08" .... est along said west line, a distance of 840.76 feet ~o the north mArgin of said Renton Village Place as conveyed to the City of Renton under Kin9 County Recording Number 5475310; thence north 89°44'02" .... est. a distance of 372.42 feet along the north margin of said Renton Village Place to the east margin of vacated said 96th Avenue South; ther.ce south 01°04'08" west along said east margin. a distance of 60.01 feet to the scyth .... est corner of said Renton Villsge Place; thence north 89°44'02" west, a distance of 48.28 feet to the true point of beginning. EXHIBIT "B" Page 1 of 5 tbat )O'l'tlon of the DOrtllaalt quarur of Sectlcm 19. Tovnahlp 23 JIorUl. Jane. S Ia.t. W.H •• d.lcrlbed a. foilowi. ~cl1l& at tbe DOrtllaalt corner of tbe .out .... t quarter of U\e MIrth- aaat quartn of .Ild Sectlon 19, thence S 01°04'08-W dona tbe ••• t 11M or .. ld louthwelt quarter •• dbtanc. of 250.02 fut, thence • 19044'02-W •• dlltance of 18.28 feet to a polDt bereluafteT de.crlbed aa Polnt •• ~, tbeace • 69°17'27" E •• dl.tlnce of 167.61 feet to tbe nut lOIn OF JECIJllUJIC, Idd polnt lylnt on the DOrth. aar&1II of lent on Vll1ac. Place .. convey.d to the Clty of ~enton under Klne County ~eeord iDS 110. 5475310, tbence N 40°13'44" W. thence N 01°06'42" E, thence S 88°53'18" E. thence S 01°06'41" W ° • a d1stance of a dlatance of a dhtance of • dhtance of 41.20 feet, 12.38 feet, 13.20 feet, 4.67 fnt, thence to laid north a dlatance of S 40 13'44" E, a dl&tance of 51.07 feet .. rcln, thence N 89 44'02" W, alone .ald north aareln, 19.72 f.et to the TRUE POINT OF BEGINNING; Toeether vlth thlt portlon of the northeast quarter of •• 1d Section 19 descrlbed &s follov.: CoI=.enclnr. at the Afore_nUoned '~oint '.'A~I thence N 57°13'00" E, • di.tance of 424.6~ feet to the TRUE POINT OF BEGINNING; thence M 01°00'24" E, a dlatance of 13.23 feet; thence S 88°59'36" E, a diatance of 48.37 feet; thence N 41°28'02" E, a dhtance of 30.29 feet; to the velt line of land deacribed in Exhiblt "A" of QuAt Cl.tm Deed under Kine County Recordine No. 8208270355, thence S 01 04'08" W, along .aid vest I1ne, I %latance ~f 20.21 feet, thence S 450 00'00" W, • distance of 22.33 feet; thence N 88 59'36" W, & d1stance of 52.49 fnt to the TRUE POINT OF BEGINNING; Toeether vith that portion of the northeast quarter of .aid Section 19 described aa followal COIDIbencing at t:he Afo~ementioned Po1nt ",,"; thence N 42°27' 59" E, a distance of 552.81 feet to the TRUE POINT OF BEGINNING; thence N 01°00'24" E, a diatance of 20.54 feet; thence N 37°02'55" E, a diatance of 46.87 feet; thence N 44°09' 02" E, a distance of 38.25 feet; thence N 43012'~" W, a distance of 72.29 het; thence N 01°00'24" E, a diatance of 19.76 feet; thence S 88°59'36" £, a d16tance of 15.00 feet; thence S 01°00'24" W, a distance of 13.66 reet; thence S 43012'~" t, a distance of 52.89 feet, to the: veat line of land described 1n Exhibit "An of Quit Clai", Deed under Kine County Recording No. 8208270355; 86064 7-28-87 .. ~ / EXHIBIT "B" Page 2 of 5 thellet S 01°04'01"' II, alOQl IJald wen liDe, a clhtAA-... of 40.41 r .. t, theace I .. °0,'02" II, • dIstance of 2).40 r .. t. theace I )1°02'55" II, • cliataace of 41.06 r .. t. theace I 01°00'24-II, • cllat&Dee of 15.66 r .. t. theace • "oS"36" II, • dbtaJlct of 15.00 r .. t to tbe 'DUE POllfT OF .ECIIININC. To,ether vith that portlon of the DOrtheast quarter of .. ld Seetl00 l' de,crlbed aa rollowi. ~nelD& at the Aforementioned 101nt "A"' thenee II 82°09'55" E, a dhtanee of 425.78 feet to the TkUl POINT OF .ECIIINlNCJ add point 17ine at the louthweat corner of land described lJI Exhlbit "A" of ~it Cla1JD Deed under K1ne County Recordln& Mo. 8208270355. thence II 89 44'02" II. al~ the north aar&ln of aald Renton Vl11a,e Plaee, a dlatanee of 10.00 het. thenee II 01°04'08" E, parallel vith the _,t Une of Aand descrlbed in ,ald Exhibit "AM, a dlltance of 683.43 feet. thenee S 52 32'lS" E, a diltanee of 12.42 feet to a point on aaldovelt 11ne, aaid polnt herein- afUr ducribed as Polnt ".". thence S 01 04'08" W along .aid velt 11ne, a dlatance of 67S.91 feet to the TRUE POINT OF .EGINNING. lo,ether with that portion of the northeast quarter of aaid Section 19 described al fo110wII .£CINNUIC at the Afonr .. ntioned Point -." • thence II 52°32'18" W a distance of 29.93 fretl thence II 64°44'26" w: a d1&tance of 128.98 feetl thence S 70°20'14" W, a d11tance of 24.39 feet; thence S 69°55'24" W, • d1stance of 79.91 feet; thence S 69°31'08" W, • dhtance of 74.79 feetl thence S 58°45'08" W, a dhtance of 116.0~ feet; thence S 16°55'23" I, a d11tance of 2.86 feet; thence S 72°49'06" W, a dhtance of 62.13 feet; thence S 85°"9'1:''' W, a dhtance of 82.4/. feet; thence S 89°41'30" W, a distance of 83.51 feet; thence S 00°50'05" W, a distance of 13.51 feet; thence S 83°08'23" W, a dhtance of 42.22 feet; thence S 76°40'09" W a di~tance of 62.18 fret; ° ' thence S 59 04'40" W, • diltance of 75.00 feet; thence S 33032' 5.,,, W, • distance of 33.5l. feet; thence S 02°32'59" I, a distance of 25.00 feet; thence S 87°27'01" W, a distance of 44.51 feet; thence II 02°32'59" W, a distance of 49.57 feet; thence N 87°27'01" E, a distance of 19.03 feet; thence N 49°35'23" I, a diltance of 32.27 feet; thence N 02°32'59" W, a diltance of 21.89 feet; to a point 15 feet south of the south marsin of South Crady Way (100 feet wide) al me~6ured at right angles to ,a1d south II&rgin-, -thence S 77°28'26" W parallel to said 60uth marSin, a distance of 824.13 feet to the southeasterly margin of Primary State H1shway No.1, Jet. SSH No. 2-H to Jet. P,h No. 2 in Renton (alsooknown as State Road No. 405) al approved October 31, 1961; thence N 41 ~'50" I along said loutheast- erly marsin, a distancg of 25.59 feet to the south margin of said South Crady Way; thence N 77 28' 26" [ &lon& said south margin, a di&tance of '. r EXHIBIT "B" Page 3 of 5 'U.1I f .. t to. tu& .. l oune to tile len bay1a& a ndbaa of "".71 fl!t, tM"" .-ortM.'ter11 .1l1li& Mld C\IrW tIlroutb. -=-tnl &l'41e of :,0;.::='';,-:-=.,.::t:1: :!~d'!c!:\.!:st.':~:O~~D~~~ := .f 21.77 f .. t, c.hnCe I "'·05'45" E. a dla~ of 49.69 feet, c.hnCe I 2,°05'03" E •• dhUllce of 19.29 feet, ~ 1",°05'45" E •• d1atuce of 4.43 feetJ ~ .. ,,°16'35" E •• d1at~ of 16.62 'eet, lMft~ I ",°05'45" E. a dhtanee of 28.41 'Ht, ~ , 010~'08" E •• d1atanee of 2).14 'eet, tMn~ .. 66°16' 35" I •• diltance of 11.02 feet to the .. at line 8' land deatr111ed 1ft Exhibit "A" of ~id Quit C1at. hed, tMnce S 01 ~'08" W. a1011& add _n llne a dhtance of 1).77 feet to tM .EGIJlNINC, Tosether vith that portion of the northeast quarter of .aid Section 19 described .a folloVl1 .EGINNING at the Morementioned Point "C"5 thence luvill& the loutherly .. rlin of aaid South Crady Way, S 68ul5'25" I. a diltance of 21.77 feet, ° thence II 67017'30" I. a distance of 35.00 feet, thance II 22 102')0" W. a distance of 8.00 feet; thance II 67°17'30" I. a distance of 57.00 feetl thence S 22°42'30" I. a distance of 8,00 feet, thence II 67°17'30" I. a distance of 14.96 feet, thance S 010~'08" W. a diatance of 37.79 feet, thence S 23°43'25" I. a diatance of 23.8S feet to the veat 11ne gf land described 1n Exhibit "A" of la1d Quit Clatm Deed, thence 1/ 01 04'08" I. alone laid vest 11ne. a dista.nce of 80.55 f.et to the louth marlin of laid South Crady Way, thence aouthvelterly &1011& .aid aouth marlin to the BEGINNING, Totether vith a Itrip of land 15 feet vide lyin" 7.5 feet on each aide of the fol10vine described centerline, Co_nelne at the Aioruentioned Point "A", thence Ii 300S1'31" W. a diltance of 366.94 feet to the TRUE POINT or BEGINNING, aaid point beine hereinafter gucribed as Point "D", thence Ii 870 53'20" W. a dhtance of 17.20 feet. thence 1/ 57 09' 34" W, a dhunce of 109,37 feet; thence II 02°35' 34" W. a dhtance 129,12 feet l thence II 62°08'12" W. a d1stance of 83,37 feet, thence 1/ 73°23'09" W. a distance of 34.50 feet; ~~::~: ; ~~:~:~:: ~: : :!:~:~: :~ !~~;~3f!:~~; thence S 89045'19" W, a distance of 169.18 feet to a point herelnatter delcribed aa Point "E" •. thence S 88033'34" ~, a distance of 60,26 feet, thence II 750 23'58" W. a distance of 148.68 feet, thence Ii 76 102' ~3" w, a dhtance of 124,98 feet; to aopoint hereinafter described as point "r"; thence continuint II 76 42'53" W. a diltance of 17.65 feetl r:XHIBIT "B" Page 4 of 5 thnce , 7,,°40"09* W, • clbtance of 66.01 f .. t, thnce , 15°""15" W, • cllat&nce of 71.14 f .. t, thence , ,,°16'05" W, • dillance of '1." f .. t, theDce I 12:""2." W, • dlltance of 19.26 feet, thnce I 00 24"04" V, • dbtance of 30.60 feet, thence' 02°14"35" W, • dlltanct of 145.49 feet to • polnt herelnafwr 'ucrlbed ., Polnt -c" &Ad teralnua of a&ld Ilrip, ~ TOGether with that ~tlon of the northeast quart~ of I.ld Seetlon 19 ~ duerlbed u followsl C"!) o JEGIKNING at the $orUentloned Point "D"" o thence S 02 06'40" W, a distanee of 17.50 feet, ~ thence N '7°53'20" W, a distance of 34.41 feet, o thence II 02°06".0" I, a distance of 34.70 feet, ~ thence S 87°53'20" I, a dl,tance of 34.41 feet, CZ) thence S 02°06'40" W, a distance of 17.20 feet to the BEGINNlNC, rog.ther wlth that portion of the northeast quarter of ,aid Section 19 duerlbed &I followil BEGINNING at the A~orement10ned Polnt "£"1 thence S SIooll'49" W, a dhtan.:e of 88.66 feet! thence N 3S 48'11" W, a dlstance of 49.28 feH. thence N 54011'49" I, a distance of 26.29 feet. thence S 75°23' 58" I, a distance o! 19,82 feet; thence N 88°33'34" E, a distance o! 60.26 feet to the BECINNING; Together with that portion of the northeast quarter of Section 19 de~cribed as follows, BEGINNING at the Aforementioned Point "r"; thence S Oluoo'oo" W. a distance of 13.49 fut; thence N B90oo'oo" W, a dhtance of 34.50 feetl thence N 010 00'00" E, a dhtance of 34.50 feet, thence S 890 00'00" E, a dhtance of 34.50 feet; thence S 010 00'00" W, a diltance o! 21.01 feet to the BEGIKNING; Together w1th that port10n of the northeast quarter of said Section 19 descrlbed as follows, BEGINNINC at the A60rementioned point "C"; thence S 870 57'15" E, a distance of 63.09 feet; thence S 020 °2'45" W, a distance of 30.47 feet! thence N 87 57'15" W, a distance of 21,47 feet to aopoint hereinafter described a' Point "H"I thence continuing I' 87 57'15" W, a distance of 54.54 feet to the easterly III&rg1n of PTia&ry State Highway No. 1 SSH No. 2-H to Jet. P,h No. 2 in Renton (allo known as State Road No. 405) as approved October 31, 1961; thence N 01033'19" E aloll& lald .asterly ~r&ln6 a dlstance of 30,47 feet; thence l.avin& lald .a5terly margln S 87 57'lS" I, I di.tanee of 19.18 !eet to the lEG 1 lItllNC ; EXHIBIT "B" Page 5 of 5 blather vith • atdp of lud U fNt vida 11111& 7.5 feet 01\ eadI alde of the follovlD£ da5CTlbed centarl1De, JICllUlll«: at the .'OreMQUOMd polQt ..,..., thaDce S 02 02'45-V, • dlat&nce of 14.90 fNt, theDce S 40°09'19"' V, • dln&nce of 27.70 feet, theDce S 32°11'52-V •• dla~ of 21.12 f .. t, thence 5 16°"'46" W, • dlat&nce of 35.25 f .. t, tbezu:e S 00°.7'22" W, • dlatance of 53,45 fNt to ~he IlOrtheaaterly aat"&ln of aall1 J'rlaary State 1I1&IMMy 110. 1 SSJI 110. 2-t1 to Jet. lah No.2 So ~tOll and teralnua of aald atrlp: To&ether .,1th that portion of the northean quarter of aald Section 19 deacr1bed a5 followa. Commencing at the Aforementioned Point "A", thence S 44°53'18" W, a di.tance of 3G5,99 feet tn the TRUI POINT Of .EGINNING: thence S 00°09'20" W, a dlatanee of 18.73 feetl thence S 56°48'27" W. a diatanee of 47.98 feet; thence S 70°19'02" W, a dlatanee of 61.72 feetl thence )I 19°40'58" W, a dhunee of 15.00 feetl thence N 70°19'02" I. a diatanee of 59.95 feetl th.enee N 63°06' 39" I, a dhtanee of 37.90 heq thence N 00°57'38" W. a dialanee of 14.36 feeq thence S 89°52'06" I, a dlatanee of 13,36 fe~t to the TRUE POINT OF .EGINNING, Together with that portion of the northeast quarter of aaid Section 19 descr1bed ., follow51 Commenc:,ng at the Aforenentloned foint "A", thence 5 85°0)' QS" II, a dlatance of 728.580feet to the TRut POINT OF .EGINNING: thence S 70 19'53" W, a dhtance of 25.30 feet; thence N 19°40'07" W, a dhtance of 9.22 het; thence S 74°18'55" W, a dhtance of 29.03 feet: thence S 82°11'23" W, a dhtanee of 31.44 feet: thence S 85°28'48" W, a dinanee of 35.37 het: thence S 86°54'01" W, a dhunee of 27.68 feet; thence N 88°39'15" "', a dhtance of 52.67 feet: thence S 74°16'48" W, a dhtance of 19.98 feet; to a point on the northea5terly margin of aaid Primary State Highway No. 1 SSH No. 2-H to Jct. P5h No. 2 1n Renten; aaid po1nt lying on a curv~ having a radiu5 of 288.8 feet and having a radial bearing of S 31 31'26"0"'; thence northwesterly along aaid curv~ through a eentra1 angle of 04 11' 56"6 an arc di5tance of 21.16 feet; thence N 740 16'48" E, a dhtance of 37.15 feet: thence S 88 ~9'15" I, a dhtance of 54,34 fut; thenc'!! N 86°54'01" I, II dhtance of 26 •. 91 feet; thenc" N SS028'48" E, a dhtance of 34.76 het: thence N 82°11'23" I, a di5tanee of 30.01 ~~et; th~nce N 74°18'55" [, a diatanee of 26.92 reet; thence N 19°40'07" W, a dhtance of 11.25 feet: thenc~ N 70°19'53" I, a dlatance of 25.30 feet; thence S 19°40'07" I, a di5tance of 35.50 feet to the TRUE POI~~ or BEGINNING. ---. W = :..J -) -= :.:0 --' n-o ,... .. -c ,. - 1 I I I I I 1 I I 1 ! i , 'l'HlS INDEln'URE _de thie 77'1-( day of AV6.v./7 , 1987, bet_en RENTOII VII..lME COMPARY:-a-;Joint Venture, (-Grantor-herein) a~ PACIFIC NOR'l'HWES'l' BELL 'l'ELZPHOH!: COMPARY. • WuhiDqton c0rp- oration, (·Orant_-herein) r 87/08/10 REct> F' 'SO. 00 wrI'RESS'l'H I ~t in consideration of "en Doll.ar. (.$lO.Oo'jRW.other g~.OO and valuable consideration. in band paid. receipt of which i. hereby acknowledged. and perfo~nce by Grant_ of the cOYenanu herGina:fter set 1orth, Orantor hereby convey. IlD4 quit clai_ unto Grant_ a perpetual .... _nt oyer. Acree. and under tbe following described property. situated in lUng COUnty. WIuIhingtonl See Attached Exhibit -A- .said ease_nt being for the purpose of operating. inspecting • .aintaining. reaoying. repairing. replacing and uRing a co.aunication line with all connections and appurtenances thereto, is granted on the following teras and conditionsl 1. The facility shall consist of communications lines enclosed within one concrete conduit system, said lin. to be buried at least thre. feet below the natural surface of the ground at all points. Grantee agrees to install and lIaintain substantial permanent markers at both ends of said facility on the right of way hereby granted sufficient to give notice to all persons of the location of Grantee's buried facilities. 2. Grantee agrees to save and hold Grantor harmless from all loss or damage which aay be due to the exercise by Grantee of the rights herein granted, and from all claims for such damage by whoasoever made and to indemnify Grantor for all such loss, dallage and claills. 3. Grantor shall not be liable for any loss or damages to Grantee's facilities resulting from Grantor's use of the lands encumbered by this easement unless such loss or damage is due to negligent act or omission of Grantor. 4. Grantor reserves the right to develop and use the lands encumbered by tilis easement for any purpose not inconsistent with the rights granted herein. s. Grantor reserves the right to grant access rights to others along or across the lands encumbered by this easement and to grant any other right which is not inconsistent with the rights herein granted to Grantee. 6. Should the easement area be subsequently improved, Grantee agrees that it shall, at its sale cost and expense, Tepl~ce or restore to its improved condition any such improvements which are damaged or destroyed as the result of Grantee's exercise of its rights of maintenance, repair or replacement. 7. If Grantee, its succeSBors or assigns, make an excavation in the Grantor's property, it shall, without delay, restore the surface as nearly as practicalbe to the same con~ition as it was immediately prior to such work. 8. Grantee agrees to provide adequate drainage to prevent any backup of surface water over the eaBement area which aay result from Grantee's exercise of said easement. 9. The rightB and obligations of the parties shall inure to the benefit of and be binding upon their respective successors and IIssigns. r··.:··-· r-L.·;_. ; RCAL L ... .. ; . :.: I :-;::.:.:..::::ST OF: EXCISLTAX NOT REQUiRED :J 01. ~s!nisian ~ ~DeJUy 4-DC-327S 121786 D ,I !l'.El.iEPHOR!: DSEM!:RT REJITOJI VIL1.Al2 COfU'Aft PAcrl'1C :IIORTBWZST BELL TE:LEPBORE COI'IPAJlJ' 104 'rhe right. berein 9r1lDt..~ eball ceaee an4 teraiDate when •• er ,Grant.e ahall he"e perwanently ~ tbe ... of ita £aci1ities acco_odat.1!! by thia __ ..am £or a period of fi_ yeara4 ) Jt!3I1"OII VU·TAGE COMPAJrr .. • Joint ~eDt.ure By: Port Elalt~ly Tree r.r.. • • wa.bingtOD Li.itea PartDerahip ~lhrt~ Pu'~: .e.t7:~ By: ~~ditiltr : E. WatsOD ) .a. Its: PreBiOent COUKTY OF KIM G ) IOn this /0-;< day of AIlcr-tlJ/'. 19 ~7. before _. the undersigne~. a Notary Public in end for the State of Washington, duly commissioned and sworn, peraonally appeared ..:;-E VVA,f,.7olhf t 1m t be the __ ..... _ ........................................................ __ • 0 me own 0 pa;; s;.:>fN7 ~ 6rN~of Port Blakely Tree Farms. one of the jcint venturers of Renton Village Company and the limited partnerahip that executed the within and foregoing instrument, and acknowledged the said instru~nt to be the free and voluntary act ar.d dee~ of said limited partnership for .aid joint venture. for the uses and purposes therein mentioned. and on oath stated that he was authorized to ezecute the .aid instrument. WITNESS my hand and official .eal hereto affized the day and year in this certificate above written. MOTARY PUBLIC in and for the State of Washington. residing at AIf. t:>~"'D Ity Appel i ntmen t Exp ires: _-t.'_-.:.I.,,;.I>;-.-_-.:.'_{l_ 4-DC-3275 1217e6 • ) ) .s. COOlin '" J[ I • G ) Oa Uds 2Z2£ Gay of AII6-tlJI • H 8 7. before ae. the vD6ersl9D84. a .ot.~ Public ID aa4 for the St.te of -.. hlavtoa. daly coarlssioDe!4 aDd ...era. persoully appeare4 __ ~WL..:.. . ...:~=-.-.;.;v_A;...:...1 :::;.56;.."';..:... ___ • to -.e knowa to be the ...:t. ?/ClS/O.EwT of Puget _stem. lac •• ODe of tbe jOiDt venturers of RentOD Village Company and tbe corporatioD that executed t:be vithh and fore9oin9 instrument. and ackDowledged the sailS iDStrument to be the free aneS voluntary act aDd deeeS of .ailS corporation for .aid joiat venture. for the uses aneS purpose. tberein mentioned. aDd on oatb stated tbat be was autborized to execute the .ailS instrument. WITRESS my baneS and official seal bereto affixed the day and year in this certificate above written. BOTARY PUBLIC in and for the State of Wasbington. resieSing at R t:O.vlO '" 0 tty Appointment Expi res: Cf -IS -<t 0 ...-!..:. a-··- . C/' ,,/ .. :~- ... ;,.;.;i""~ .~i/> r y EXHIBIT "A" Pase 1 of 2 nat portlGa .r u. Ml'tMUt .-nu .r ~ It. ~. n -.u.. ~ S EMt ........ ~ ..... (.U ..... A atrtp .r lad 10 f.t 14_ 17111& S f", _ udI at_ .r tM foUwb& ~oaur1be, .......... ''11 at tM ~t cor'DItt of tM 80atJIMeat .-.zter of tM 8DrtMast ~.r aald Seetla 19, t..MDce S O1~·or .. alGIIC tM _at 11M ef aa14 .....,~t qauter •• dbu.ce of 250.02 feet to tJae D:U£ rolKT Of &I.ClJIIIIJCJ aaid polat. .nlaafter ... crllled as I'olld -&-. theIace • '''44'02"" v •• dlat.uce of 11.21 feet, ~ S .,013'30"' V •• dbtaJlc:e of 43.51 feet. tbeDct • .,°)0'106-V •• d1a~ of 116.41 feet, tlIeI:lce ... oU'SO" V •• di.~e of 119.94 feet.. t.IleDee •• ,059'31"' V •• 41a~ of 110.16 feet, u.e.ce .... °57'46-V. a dbtaxe of 60.03 feet.. t.IleDee • 10°42'54-V. a dlat&Dc:e of :n.30 feet, t.IleDee • 51°21'27-V, • diatae=e of 35.51 feet, to tbe t.enalJw5 of aald atrip; Tocethrr with a atTip of laDd 10 feet vlde l)'1J1c 5 feet. OIl .ach aide of t.bIt fo11ov1A& described caater1w, c-.-e1Jc at t.he 1IoOrtbeut eorDeT of the lOUthue&t quarter of tlIe ~t.beut quarteT of aald Sectl_ 19, t.heDc:t • 01 010'08-I a1011& the east 11M of the DIOt'thue5t. ouarteT of aald DOrtbnst quarter •• distance of 53.63 feet. tbeJIce • 88°55' 5Z-W. a dbt&Dc:e of 216.71 feet to the 11WE roIIT or ,t:Q)QQ)IC. ~ • 61°"'23-V •• dinaDee of 27.17 feet. t:heDce • 54°46'10-V. a dbtaDC:e of '5.72 feet. tbeDce • OZ03S''''-W •• diatuce of 129. U feet, thence • 62oW'U-W. a dlst..mce of 13.37 feet. t.beDee • 6IoU'OI-V, a dinaDC:e of 27 .... feeq tbeDce • 010 3Z''''-W a dist.aDee of 9.00 feet; ° ' t.beAc:e S .7 27'01-W, a dht.aDCe of 11.47 feet to • potDt !lerewft.eT ck,c:ribed as PolDt. -'-I t.beDce • 0103Z'3S-W, • dist.aDCe of 1.00 feet, ° tbeDce • 500 55'40-I, a dht.ance of 5-8.70 feeq tbeDce • 59 04'40" I, a dlst.aDCe of 69.Z6 feet; tbeDce • 78:21')4-I, a 4istaDC:e of 65.97 feet.; tbence • 75035'02-I, a distance of 25.14 feet.; thence • 83 33'03-I, a dist.ance of 183.99 feetl tben~ 5 18°54'11-I, a dht.aDCe of 16.64 feet.; t.heDce • 70019'Z6-I, a dist.ance of ZO.Z2 feet, tbence • 540 56'15-I, a distance of 25.13 feet; o ~::: : !:o~~:~: ~: : :~:~~ :~ ~!~;~3f!e~!1 thence • 69055'Z4-I, • distance of 80.06 feet; thence • 6Zo09'Ol-I, a dlstance of 30.60 feet; thence S 80o!9"SO-I, • distance of 19.89 feet; t.heDce S 50°48'55-I •• distance of 23.45 feetl thence S 6400~'4S-I, a distance of 10Z.40 feet; thence S )6°11'49" I, a distance of 2Z.89 feet, to the yest. line of land described in Exhibit -A-of Quit. Claia Peed I I I I I I i i I 1 ~ r- EXHIBIT "A" Pa,. 2 of 2 1'o&etMr vltll a atrip of 1 .... 10 feet vide IJbc 5 feet _ MQ atde of tile foUovb& deacrl'-l eeatftllM, ~-"I& at tile AfonMatlooed hlat ..... tIIace • 02-.'00" If, • ClUtuce 'J 11.St feet. tIaeDct • 300U'00" If, a ClUtuc:e of IU,U feet, tIaeDct S ,,029'01-If, • ,Uatuce of 60.'2 feet, tIaeDct S 1~41'3Z-If, • Clatuce of 4'.ot fftt, tIaeDct S ,,°46'1'" If, • Clhtuce 0{ W.70 feet, tbeDee S "°ot'OI-v, • dbteee of 31." fftt, tbeDee S 6.°31''''' If, • dbt.aaee of '.23 fftt, theDce • ,,°55')2"" If, • ClhUDc:e of U.75 feet, ~ • 75e23'sa-v, • dlltaDce of 141.56 feet, theDce • 76°.2'S3-v, • dlltaDee of U7.63 feet, ~ • 62°51'23-v, • dliUDee 0{ 16.39 feet, ~ S 62°36')7-v, • dbtaDce of 11.46 feet, theDc:e S 7.°40'09"' v, • dbtuet! of .9.01 feet. ~ S 75°3)'15' v, • dlataDce of 71.14 feet. ~ S 7,°16'05-V, • dllttDC« of 31.33 feet. tbenee S 6,°05 '22-V, • CllltaDe« of 17.'9 feet, theDce I:> 01°",09"' W, • dbt.aDce of 25.41 feet. theDc:e S 02°14'35-V, • d1at&DC« of 135.51 feet. tbeDce S 11°"'33-E, • diltaDCt of 19.79 feetl tbaDee • '9°)0'54-E, a d1ataaee of 3).17 reet to the teralnua of aaid atr1p. To,etber vith a Itrlp of land 10 feet vide ly1n& 5 feet on each aide of the follov1a& de,cr1bed eenterline; le,lImlDc at the Afon:mentlo_d Point -1.-. tbeDCP 5 19°44'02-E. a dlataDce of 3O.CO feet to the ,outhveat COrDer of ~tOD Vllla,e Place II COIIVeyed to the Clty of lenton UDder nne County lecord1q 110. 5475310 and terminus of ,aid atr1p, except any port1OD ly1na Within a parcel of hM !lS cOllveyed to I.entOD Talbot Delware. Inc •• a Delware corpontioo, by I.entOD V1lla,e eo.pany, a Vashin,tOD Ceneral PartneraMp. UDder Aud1tor', P11e Ro. 8612)11879. 7-20-87 o CO CO I..u. i- VI at -.. -.~, q (/0 I . 86./12/31 RECD F CRSHSL IIB80 E 19.00 r\ 0.--. DECLARATION OF EASEMENT (Roadway and Parking Easement) This Declaration dated as of this ~day of December. 1986 is made by Port Blakely Tree Farms (L. P.). a Washington limited partnership. and Puget Western. Inc .• a Washington corporation doing business as Renton Village Company. a Washington General Partners~ip ("Grantor") to Renton Talbot Delaware. Inc. ("Grantee") for the benefit of the real property descri~ed in Exhibit A attached hereto (the "Dominant Estate") and the owners. mortgagees. tenants and licensees from time to time of the Dominant Estate and their respective employees, agents. representatives. customers and invitees (collectively. the "Occupants") as described below. - I. Recitals A. Grantor is the owner of the real property described in Exhibit 8 attached hereto ("Parcel B"). the real property described in Exhibit C attached hereto ("Parking Area"). and the real property described in Exhibit 0 attached hereto (the "Roadway"). B. Grantee is the owner of the real property described in Exhibit A attached hereto and by this reference incorporated herein ("Dominant Estate"). C. In order to assure ac~ess and parking for the Grantee. Grantor desires to grant a parking easement over and across the Parking Area and a road easemefit over and across the Roadway. II. Declaration Grantor does hereby declare and convey to Grantee for the benefit of the Dominant Estate and the Occupants the-following easements (the "Easements"). subject to the restrictions. reservations and covenants set forth below: (a) A perpetual. nonexclusive easement over and across the Parking Area for pedestrian and vehicular ingress to. egress from, for parking upon and for repair and maintenance of the Parking Area pursuant to paragraph 3 below; and (b) A perpetual. nonexclusive easement over and across the Roadway for pedestrian and vehicular access between, ingress to and egress from the Dominant Estate, Parcel B, the Parking Area, Grady Way (a dedicated public [XClSETAX NOT h':'C.lJ·,, __ .--_ ~ Ca.. Recods Divi~i:~ /") ,~ ~::s-(_ en ,-"'~"" ""''''19.00 }7 ______ ~,-1 o cO cO r""l N ..0 CO street) and Renton Village Place (a dedicated public street) and for repair and maintenance of the Roadway pursuant to paragraph 3.1. III. Restrictions, Reservations and Covenants The Easements are granted subject to the following restrictions, reservations and covenants: 1. Obstruction of Roadway. No fence, wall, hedge, or other similar obstruction shall be placed on the Roadway to obstruct the free flow of traffic thereon; provided, however. th_t Grantor reserves the right to erect. at least once in each calendar year (and more often if legally desirable) barriers or chains across the Roadway for the purpose of prchibiting access. ingress and egress by the public in order to avoid the possibility of dedicating the Roadway for public use. 2. Relocation. Grantor reserves the right to relocate at any time and from time to time either the Roadway or the Parking Area (or both); provided. however. that Grantor shall not relocate the Roadway or the Parking Easement without the prior written consent of the then owner of the Dominant Estate. 3. Repair and Maintenance. 3.1 The owner of the Dominant Estate (-Owner A") shall from time to time reasonably repair. maintain and care for the Roadway and the Parking Area; provided, however. that the owner of Parcel B (-Owner BO) shall reimburse Owner A for a fraction of Owner A's reasonable out-of-pocket costs thereof; the numerator of said fractio'n shall be equal to the square footage of the net rentable space within buildings now or hereafter located on Parcel B and the denominator of said fraction shall be equal to the sum of the square footages of: (a) the net rentable space within buildings now or hereafter located on the Dominant Estate; plus (b) the net rentable space within buildings now or hereafter located on Parcel B. As of the date of this grant, the net rentable space within buildings located on the Dominant Estate is approximately 131.927 square feet and the net rentable -2- o r.O ~ space within buildings located on Parcel B is approximately 313,381 square feet. 3.2 If Owner A shall fail to repair, maintajn and care for the Roadway and the Parking Area and if such failure shall continue for a period of thirty (30) days after notice of such failure is given by Owner B to Owner A, then Owner B may accomplish such repair, maintenance and care, in which event Owner A shall reimburse Owner B for a fraction of Owner B's reasonable out-of-pocket costs thereof; the numerator of said fraction shall be equal to the square footage of the net rentable space within buildings now or hereafter located on the Dominant Estate and the denominator of said fraction shall be equal to the sum of the square footages of: (a) the net rentable space within buildings now or hereafter located on the Dominant Estate; and (b) the net rentable space within buildings now or hereafter located on Parcel B. 3.3 Any amounts to be reimbursed pursuant to paragraph 3.1 or paragraph 3.2 above shall be paid within thirty (30) days after the reimbursing party's receipt of the other party's correct invoice therefor, supported by appropriate receipts and other pertinent information substantiating the costs for which reimbursement is sought. Any amounts not paid when due shall bear interest at the rate of twelve percent (12\) per annum or the maximum rate permitted by applicable law, whichever is less, from the date due u~til the date paid. 3.4 A default by the reimbursing party in its obligation to reimburse the other party (with interest) as described in paragraph 3.1 or paragraph 3.2 .shall give rise to a lien concerning such obligations upon the reimbursing party's interests in the Dominant Estate or Parcel B, whichever is owned by the reimbursing party. 3.5 The lien provided for in paragraph 3.4 above shall attach and take effect only upon recordation of a Claim of Lien by the claimant in the office of the King County Records and Elections Division. The Claim of Lien shall set forth the following: -3- I I 1.- o cO :0 (a) the name and mailing address of the lien claimant; (b) the basis of the lien claimed (including, but not necessarily limited to, a brief description of the work performed, a statement of the amount of the claim a~d a description of the default giving rise to the lien); (c) the last known name anj mailing address uf the owner or reputed owner of the property against which the lien is claimed; (d) a legal description of th~ property against which the lien is claimed; and (e) a statement that the lien is claimed pursuant to the provisions of this Declaration. The Claim of Lien shall be verified and acknowledged and shall contain a certificate that a copy thereof has been served upon the owner or reputed owner of the property against which the lien is claimed, either by personal servicp ~r ~. mailing (first class, certified, return receipt requested) to such owner at the address provided in the office uf the King County Department of Assessments for mailing of tax statements with respect to the property against which the lien is claimed. The lien so cl~imed shall attach from the date of recordation solely in the amount claimed thereby and may be enforced in any manner allowed by law for the foreclosure of liens. 4. Successors and Assigns. The Easements shall be easements running with the Dominant Estate and burdening Parcel B. the Parking Area and Roadway for the benefit of the Grantee and the Occupants. The restrictions, reservations and covenants set forth in this grant shall be binding upon, inure to t~e benefit of and be enforceable by Grantor, Grantee, the Occupants and their respective successors and assigns. 5. ~. In the event of breach of or default under this grant, Grantor or Grantee or any of the Occupants shall be entitled to commence an action for full aod adequate relief from the consequences of such breach. The unsuccessful party in any such action shall pay to the prevailing party a reasonable sum for attorneys' fees incurred by the prevailing party in connection with such action. whether or not such action is prosecuted to judgment. 6. Not a Public Dedication. Nothing contained in this Declaration shall be deemed to be a gift or dedication of any -4- o cO <;0 poction of the Dominant Estate. Paccel B. tbe Packing Acea oc tbe ~oadway to or for the benefit of the general public oc foc any public purposes whatsoever. This gcant shall be strictly limited to and for the purposes expressly stated herein. 7. Sale and Lease Back. For the purposes of this Declaration. should Owner A or Owner B sell and lease back its respective properties (i.e .• the Dominant Estate and Parcel D. respectively). the lessee shall be deemed to be the owner of the property subject to the lease. unless and until the l~ase expires or is cancelled or terminated; provided. however. that thi5 provision shall not affect the rights of any party to claim a lien a~ainst the fee as provided in paragraph 3.4 above. B. Estoppel Certificate. Owner A or Owner B. upon written request of the other. shall issue to the requesting party. or to any person specified by the requesting party. an estoppel certificate stating whether the party to whom the request has been directed knows: (a) of any breach of or default under this grant and. if there are known breaches or defaults. specifying the nature thereof; (b) of any modification or amendment of this grant and. if there are any known modifications or amendments. specifying the nature thereof; and (c) that this Declaration is then in full force and effect. ~uch statement shall act as a waiver of any claim by the party furnishing it to the extent such claim is based upon facts contrary to those set forth in the statement and is asserted against a mortgagee or purchaser for value who has acted in reliance upon the statement without knowledge of facts to the contrary of those contained in the statement. 9. Rules and Regulations. Grantor reserves the right to establish. modify. amend. revoke and enforce reasonable rules governing the use of the Parking Area and the Roadway subject to prior written consent from Grantee. which such consent shall not be unreasonably withheld. 10. Amendment. This Declaration shall not be modified. amended or cancelled except oy written instrument signe~ by the record owners of the Dominant Estate and Parcel B. -5- - o CO I:() c-') N ....0 CO 11. No Merger. The Easements shall not be extinguished in the event that title to the Dominant Estate. Parcel B. the Parking Area. the Roadway or any combination thereof is vested in the same party or parties. IN WITNESS WHEREOF, Grantor has executed this Declaration the day and year first above written. Renton Village Company. a Washington General Partnership By Port Blakely Tree Farms (L. P.). a Washington Limited Partnership Its General Partner ~>1~~~==~ __ __ J::~ ~rtner By Puget Western. Inc .• a Washington Corporation Its General Partner BYW¥~ Its~ resident -6- o CO CO r<") N ...0 CO STATE OF WASHINGTON ss. COUNTY OF KIN G On this ~ day of J1 cm!:x.t. ' 19~, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared J. E. WARJONE, to me known to be the General Partner of Port Blakely Tree Farms (L. P.), the limited partnership that executed the foregoing instrument in its capacity as general partner of Renton Village Company, a Washington gen~ral partnership, and he acknowledged the said instrument to be the free and voluntary act and deed of Port Blakely Tree Farms (L. P.) for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument. WITNESS my hand and official seal hereto affixed the day' .'. ·'1 and year in this certificate above written. ~TATE OF WASHINGTON COUNTY OF KIN G ~~ ~ Ih ,,,p .. . ~ . 0..K1lvtf.4 .. , ~UBLIC in a~d.for thet\~ ... of Washington, residing at ?';H-~ . My appointment expi res iP#(j ... "" .. ss. On this JiL day of J)OOi bu1. 19&.. before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and swof»~n~ersonally appeared m.\(.~Gr. E. 'fIIot'fGeN, to me known to be the Pfe!::tCient of Puget Western, Inc., the corporation that executed the foregoing instrument in its capacity as general partner of Renton Village Company, a Washington general partnership, and he acknowledged the said illstrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument. -7- I ------------~~--------------------------------------~------.... -~ o CO CO WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. -8- . ;,. " 1'1 i oj' """ ..... 1" ) ~"""--.. --~----~~~~~------------------------------~------~----~~~-,~ __ ~~~~~~.~~.~~_~~~,~~.'----""~""'i'.-4 l a to :0 EXHIBIT A (The Dominant Estate) Legal Description: That portion of the Northeast Quarter of Section 19, Township 23 North, Range 5 East, W.K., in King County, Washington, and Slocks 11 and 12 of C. D. Hillman's Earlington Gardens Addition to the City of Seattle, Division No.1, ar.cording to the plat recorded in Volume 17 of Plats, Page 74 in King County, Washington, and of vacated streets and alleys attached thereto, and Lots 1 through II, Block 5 of Renton View, according to the plat recorded in Volume 33 of Plats, Page 25, in King County, Washington, and of vacated streets and alleys attached thereto, described as follows: Beginning at the Southeast corner of the Northwest Quarter of said Northeast Quarter of Section 19; thence South 01°04'08" West along the East line of the South~est Quarter of the Northeast Quarter, a distance of 224.15 feet; thence South 55°03'12" East a distance of 45.44 feet to the TRUE POINT OF BEGINNING; thence South 89°44'03" East along the South margin of Renton Village Place (North line of the Plat of Renton View Addition) a distance of 867.26 feet; thence South 01°24'03" West, a distance of 123.27 feet to a point on the northerly margin of primary State Highway No.1, (Jct. S.S.H. 5-M to Jct. P.S.H. No. 2-SR 405); thence South 20°46'00" East along said North margin, 30.00 feet; thence along a curve to the right in a southwesterly dir.~tion having a radius of 1,810.00 feet theough a central ~ngle of 07°05'07" an arc distance of 223.83 feet to a point of curve to a spiral curve; thence along a spiral curve to the right on the northerly margin of PSH No.1 the long chord of which bears South 79°20'21-West a distance of 292.06 feet to the point of tangency of the spiral curve; thence continuing along said Noeth margin South 80°49'08" West a distance of 213.80 feet; thence South 09"10'52" East along said North margin, 20.00 feet; thence South 80·49'06-West, along said Noeth margin, 27.60 fe~t to a point of curvature; thence along said North margin on a curve to the eight h~ving a radius of 11,380.00 feet through a central angle of 00°15'40- an arc distance of 51.86 feet; thence Noeth 08°55'12" West along said North margin 20.00 feet to a point of curvature; thence along said North margin in a southwesterly direction on a cueve to the right having a radius of 11,360.00 feet through a central angle oE 01°52'35" an arc distance of 372.03 Eeet; thence North 00"02'16" West a distance of 251.51 feet; thence North 61°42'59" East a distance of 258.92 feet; thence South 89°44'03" East a distance of 56.01 feet to the TRUE POINT OF BEGINNING. -9- --------~----~~--~----~--.~.~----........ \-1 c"') N ...0 cO Legal Description: Parcels 1, 2, 3 and 5 PARCEL 1: EXHIBIT B (Parcel B) That portion of the Northeast Quarter of Section 19, Township 23 North, Range 5 East, W.M., in King County, Washington, and of Block 14, C. D. Hillman's Earlington Gardens Addition to the City of Seattle Division No.1, according to the plat recorded 1n Volume 17 of Plats, Page 74, in King County, Washington. and of vacated streets and alleys, described as follows: Beginning at the Southeast corner of the Northwest Quarter of said Northeast Quarter; thence North 89°44'31" West, a distance of 1260.41 feet more or less to a point on the easterly margin of primary State Highway No.5, as recorded in Highway Plats Volume 2, Pages 186, 187 3nd 188; thance South 01°33'19" West, along said easterly marg'n. a distance of 90.00 feet to the true point of beginning; thence South 89°44'31" East, a distance of 333.74 feet: ~~~nce North 38°46'35" East, d distance of 21B.88 feet; thelce North 01°33'19" East. a distance of 40.00 feet; :hen~e North 89°28'13" East, a distance of 24.00 feet; thence SOlll"!. 00·31'47" East. a distance of 138.38 feet; thence South 26°53'16" West. a distance of 383.18 feet to a point of curvature on the northerly margin of primary State Highway No. 2-SR No. 405; thence going in a northwe~terly direction along the northerly margin of said highway on a curve to the left whose center bears South 38°56'57" West and a radius of 238.80 feet, an arc distance of 145.97 feet; thence North 80°00'41" West, a distance of 100.00 feet to a point of curvature; thence going in a northwesterly direction on a curve to the right. whose center bears North 09°59'19" East, and a radius of 109.20 feet, an arc distance of 155.46 feet; thence North 88°26'41" West, a distance of 6.00 feet to a. point on said easterly margin of primary State Highway No.5; thence North 01°33'19" East along said easterly margin a distance of 82.97 feet to the TRUE POINT OF BEGINNING. PARCEL 2: That portion of the Northeast Quarter of Section 19. Township 23 North. Range 5 East. W.M .. in King County, Washington. and of Blocks 11. 12. 14 and 15. C. D. Hillman's Earlington Gardens Addition to the City of Seattle Division No.1. according to the plat recorded in Volume 17 of Plats. Page 74. in King -10- ---------_. ----------------~ o cO :0 County, Washington, and of vacated streets and alleys, described as follows: Beginning at the Southeast corner of the Northwest Quarter of said Northeast Quarter; thence South 01°04'08-West, along the easterly limits of the Southwest Quarter of the Northeast Quarter a distance of 224.15 feet; thence South 55°03'12-East, a distance of 45.44 feet; thence North 89°44'03" West, a distance of 56.01 feet to the TRUE POINT OF BEGINNING; thence continuing North 89°44'03" West, a distance of 658.99 feet; thence South 35°25'31" West, a distance of 269.74 feet to the northerly margin of primary State Highway No. 2-SR 405; thence ~long said northerly margin South 40°02'41" East, a distance of 55.00 feet to a point of curvature; thence going in a southeasterly direction along a curve to the left whose center bears North 43°57'19" East and a radius of 390.80 feet. an arc distance of 340.81 feet; thence South 00·00'41" East a distance of 4.27 feet to a point of curvature; thence going in a northeasterly direction along a curve to the left whose center bears North 05°45'30" West and a radius of 11,360.00 feet, an arc distance of 254.83 feet; thence North 00·02'16" West, a distance of 251.51 feet; thence North 61°42'59" East, 258.92 feet to the TRUE POINT OF BEGINNING. DARCEL 3: That portion of the Northeast Quarter of Section 19, Township 23 North, Range 5 East, W.M., in King County, Washington, and of Blocks 12, 14 and 15, C. D. Hillman's Earlington Gardens Addition to the C:ty of Seattle Division No. I, according to the plat recorded :n Volume 17 of Plats, Page 74, in King County, Washingto., and of vacated streets and alleys, 0escribed as follows: Beginning at the Southeast corner of the Northwest Quarter of said Northeast Quarter; thence South 01°04'08" West along the easte~ly limits of the Southwest Quarter of the Northeast Quarter, a distance of 224.15 feet; thence South 55°03'12" East, a distance of 45.44 feet; thence North 89°44'03" West, a distance of 575.00 feet to the true point of beginning; thence North 00°31'47" West, a distance of 249.90 feet; thence South 89°44'31" East, a distance of 25.00 feet; thence North 00°31'47" West, a distance of 125.00 feet; thence South 89°28'13" West, a distance of 246.56 feet to the Northeast corner of the above described parcel no. 1; thence South 00"31'47" East, a distance of 138.38 feet; thence South 26"53'16" West, a distance o( 383.18 feet to a point of curvature on the northerly margin of P.S.H. No. 2-SR 405; thence along a curve to the right whose center bears South -11- .-_ .... _._---:---------~----..... --__ ----_l 38-56'57-west and a radius of 288.80 feet. an arc distance of 55.48 feet; thence South 40°02'41-East. a distance of 95.00 feet to the most westerly corner of the above described parcel no. 2; thence North 35°25'31-East. a distance of 269.74 feet; thence South 89°44'03" East. a distance of 140.00 feet. more or less to the TRUE POINT OF BEGINNING. PARCEL 5: That portion of the Northeast Quarter of Section 19, Township 23 North, Range 5 East, W.M., in King County, Washington, and Blocks 12, 13 and 14, C. D. Hillman's Earlington Gardens Addition to the City of Seattle Division No.1, according to the plat recorded in Volume 17 of Plats. Page 74, in King () County, Washington, and of vacated streets and alleys, cO described as follows: ~ Beginning at the Southeast corner of the Northwest Quarter of ~ said Northeast Quarter; thence South 01°04'08" West along the ~ easterly limits of the Southwest Quarter of the Northeast ~ Quarter a distance of 224.15 feet; thence South 55°03'12" East cO a distance of 45.44 feet to the TRUE POINT OF BEGINNING; thence North 69°44'03" West a distance of 575.00 feet; thence North 00°31'47" West a distance of 249,90 feet; thence South 89°44'31" East a distance of 25.00 feet; thence North 00°31'47" West a distance of 125.00 feet to the Northeast corner of the above described parcel 3; thence along the north line of parcels 1 and 3 South 89°28'13" West a distance of 270.56 feet to the Northwest corner of the above described parcell; thenCE along the westerly and northerly line 0f parcel 1, South 01°33'19" West a distance of 40.00 feet; thence South 38°46'35" We~t a distance of 216.68 feet; thence North 89°44'31" West a distance of 333,74 feet to a point on the easterly margin of primary State Highway No.5, as recorded in Highway Plats Volume 2, Pages 186, 187 and 188; thence North 01°33'19" East. along said easterly margin, a distance of 230.99 feet more or less to a point on the southerly margin of road krown as Black River Junction -Renton Road, as described in Auditor's File No, 2910406; thence along said road a distance of 90.76 feet to a point on the southerly margin of secondary State Highway No. l-L (Grady Way). (Black River Junction -Renton Road) as described in Auditor's File No. 2910406; thence North 77°29'03" East. along said southerly margin, a distance of 913.17 feet to a point of curve; thence continuing along said southerly margin, on a curve to the left having a radius of 3870.00 feet, an arc distance of 758.18 feet; thence South 01°04'08" W~st a distance of 839.92 feet to the North line of the South 60 feet of the North 250 feet of the Southeast Quarter of the Northeast Quarter of Section 19, as conveyed to the City of Renton by -12- ------______ ~~-l ! o CO ~ deed recorded under Auditor's File No. 5475310; thence North 89°44'03. West a distance of 372.42 feet: thence South 01"04'08· West a distance of 54.71 feet: thence South 55°03'12- East a distance of 9.31 feet to the TRUE POINT OF BEGINNING: EXCEPT portion deeded to the City of Renton by deed recorded under Auditor's File No. 5475310. -13- -_ ... -.. __ .... -.. -...... _ ... _----- Legal Description: EXHIBIT C (The parking Area) That portion of the Southwest Quarter of the Northeast Quarter of Section 19. Township 23 North. Range 5 East. W.M .• in the City of Renton. King County. Washington described as follows: Beginning at the Northeast corner of the Southwest Quarter of the No::theast Quarter of said Section 19; thence South 01°04'08" West along the East line of said Southwest Quarter of the Northeast Quarter. a distance of 250.02 feet; thence North 89°44'03" West, a distance of 18.28 feet; thence South 61°42'59" West a distance of 40.00 feet to the TRUE POINT OF BEGINNING; thence continuing South 61°42'59" West a distance of 259.69 feet; thence along a curve to the right having a radius of 42.00 feet through a central angle of 28°14'45" an arc distance of 20.71 feet; thence South 89"57'44" West a distance of 30,01 feet; thence North 28°17'01" West a distance of 230.80 feet; thence North 61"42'59" East a distance of 280.00 feet; thence South 02°59'03" West a distance of 108.99 feet; thence South 28"17'01" East a distance of 56.00 feet; thence South 89"44'03" East a distance of 94.00 feet; thence South 28"17'01" East a distance of 55.92 feet to the TRUE POINT OF BEGINNING. EXCEPT the southerly 15.00 feet thereof. -14 - --------------~--~------~~~------.. ~\-1 o CO ~ '1 N ....0 CO Legal Description: EXHIBIT D (The Roadway) That portion of the Northeast Quarter of Section 19, Township 23 North, Range 5 East, W.M., in th~ City of Renton, King County, Washington lying withln d strip of l~nd 30 feet in width having 15 feet of such width on each side of the following described centerline: Beginning at the Southeast corner of the Northwest Quarter of the Northeast Quarter of said Section 19; thence South 01004'OB" West along the East line of the Southwest Quarter of the Northeast Quarter, a distance ot 224.15 feet; thence South 55°03'12" East a distance of 36.13 feet to a point on the West margin of Renton Village Place (a City of Renton street); thence North 01°04'08" East along said West margin a distance of 21.18 feet to the TRUE POINT OF BEGINNING of the aforementioned centerline, the North and South limits of the 30 foot strip shall extend to the margin of Renton Village Place; thence South 61°42'59" West a distance of 355.07 feet; thence along a curve to the right having a radius of 42.00 feet through a central angle of 28"14'45" an arc distance of 20.71 feet; th~nce South 89"57'44" West a distance of 234.70 feet; thence alon9 a curve to the right having a radius of 42.00 feet through a central angle of 67°44'36" an arc distance of 49.66 feet; thence North 22°17'40" West a distance of 187.94 feet; thence along a curve to the right having a radius of 65.00 feet through a central angle of 70"33'21" an arc distance of 80.04 feet; thence North 48°15'41" East a distance of 156.58 feet; thence along a curve to the left having a radius of 110.00 feet through a central angle of 48°47'23" an arc distance of 93.67 feet; thence North 00°31'42" West a distance of 309.09 feet to a point on the South margin of South Grady Way (a City street) and the terminus of the centerline. the right and left margins of the 30 foot strip shall extend to the South_~argin of South Grady Way. DO. 1 1 -15- .... '":W o • J\i.ICND~I8N'1' BY DCCLI\Rl\'l'ION or F.i\sr,r·IEN'l' TillS i\t.ICND~ICr!>JT or DCCL,\RI\TION or El\Sm1ENT ("l\m~ndm~nt") is ef fectivc the I dll~' of VlC4j , 1900 by and between IIENTOI-I VILLI\G8 IISS0CIIITES ("RVl\"), il \~ashington gdnerill partnership, Dnd RENTON TIILDOT DELI\WI\RE, INC. ("Tillbot"), il Delilwilre corpor~tion (collectively "Declilrilnts"), ilnd is ilpproved by BOEING CONPUn::R SERVICES, il division of TilE BOEING CO:·IPflNY, to modiOO,l-(J.!1)'lG9'isting parkin=! eilsement. RECFEE 2.00 REct' F 25.00 RECITI\LS CR5HSL /\. Talbot ilnU the prior O\mer of the parcel now owned by RV/\ previously executed Dnd recorded a Declaration of Easement ~104e under King County Recording No. 3612311880 (attached hereto) to establish certain easements, including n Pilrking /\rea ilnd rOil~s located on the RV/\ parcel (defined in the Declaration as "Parcel n"l allowinq the nonexclusive use thereof by the adjoining parcel owned by T.:tlbot (tlef:ined in the Oecl.Jrution a::; "Pilrcel /\"). ,\11 terms defined in the original Dec1.Jr.Jtion shall hilve the same meaning when usetl herein. B. Boeing as tenant in the office building located on Parcel A has certain leilsc rights to utilize the Parking I\rea. c. The pD~ties, at the request of RV/\, wish to modify the locntion of tile PiHking /\rea and the m<lintenilnce ob1iglltions there- fore, NOH, THEREFORE, for good lInd valuilble consideriltion, the receipt ~nd ildequacy of which ilre hereby acknowledged, Declilrants hereby amend the original Declariltion as follows: 1. Substitute "Pilrkinq I\rea" Leg<ll Description. The revised legill deseriptlon of the PilrKinq Areil attached to this ~mendment ilS Revised Exhibit C "Parking I\rea" is hereby substituted for and supersedes the originill Exhibit C legill description for the Parking I\rcil I.hich I.as ilttilclled to tile originill Declilration, No portion of the property covered by the oriqir.ill Exhibit C shilll-pc subject to any ~ilsement for the Parking Are~ cKcept to the extent such property is now included in Revised Exhibit c. 2. Substitute "Roadway" Legal Description. The revised le0al description of tho lio(ldl~ilY attilched to tillS lIr.1enclmcnt ilS Revised' Exhibit D "Roildway" is hereby substituted for and supersedes the original Exhibit D legill description for the RO<ldway which WilS att<lched to the original De::lariltion. no portion of the property covered by the originill Exhib: t D shilll be subject to ilny easement for the RO.1dwilY except to the extcilt such property is now included in Rcviseu Exhibit D. ). n~p<lir ilncl :Iaintenilnce of the Pilrking I\reil and 1l0ildlo/DY, (a) The rCI)<llr und rnalntenilnce prOV1Slons of flrtlcie III, Sections 3,1 tilrou(Jil J.) of the oriCJinill De::lilriltion <lre ilr.lencled with respect to the 8 '7 : I··· lOOT .-. o .. Parking Area and the ~oadway as provided herein. Effective upon the date of this Amendment, ~Vl\ as the parcel 13 owner (uP:ln which the parking Area and RO<ldway is situated) shall at its sole cost und expense undertake t.he reasonable repair, maintenance and cure obligations for the Parking Area and Roadway, specified in Section 3.1 of the original Declaration, and such repuir, maintenance und cure shall no longer be the obligation of Talbot as Parcel A owner. Subject to the provisions of paragraph (b) below, the originul Declaration is amended to eliminute reimbursement for such repair, maintenance and care of the parking Area and Foadway, and nei ther par ty shall reimburse the other for any cos ts rela ting to the Parking Area and Roadway. (b) Section 3.2 of the original Declaration is amended to hereafter provide that if the Parcel B owner shall fail to repair, maintain and care for the Parking Area and Roadway and if such failure shall continue for a period of thirty (30) days after notice of such failure is given by the Parcel A owner to the Parcel B owner, then the parcel A owner may undertake such repair, maintenance and care, in which event the Parcel 13 owner shall reimburse the Parcel A owner for all reasonable out-of-pocket costs thereof. Such amounts shall be due within thirty (30) days after delivery of appropriat~ receipts and other pertinent information substantiating the out-of- pocket costs. Any amounts not paid when due shall bear interest at the rate of twelve percent (12t) per annum or the maximum rate permitted by applicable law, whichever is less, from the date due until paid. 4. No Other Changes. Except as expressly provided in this Amendment, the original Declaration shall continue in full force and effect in accordance with its terms. IN \'iITNESS WHEREOF, this l\mendment is executed on the date first above written. RENTON VILL~GE ASSOCIATES, A Washington general partnership B ~s Managlng ::; :;1 ::t: ,. -"" , , ,--. .. ' ,', \,." , , -; ., , .. , ' -.. : . ; .' . '. . .. ."1 ...,. "', = ..... , 2 :0 ,., ,-, r'1 "< 1':1 <:> .... lfI <:> ;,.. -< , ,'I, L~~ r'1 .,' ',. o .. IlENTON TlILflDT DELlI\'IAIlE, INC., a Delawa=c Corporation ny .,4.Ji.~.1f ), ru Its c;u:t: .±~~ l\ttachments: Revised Exhibit C Legal Description for Parking lIrea Original Declaration of Easement (K.C. Recording No. 8612311880) Revised Exhibit D Legal Description of Roadway Amendment to Declaration is hereby approved by: [)OEING C011PUTEIl SEIlVICES, a division of The Boeing Company, a Delaware corporation By aJ Its "D1~6LTb;:: e>F n$ ILITJ£S '<;j o S'l'I\TE OF HASHINGTON ~ 5S. tn o o CT' COUNTY OF KING On this ~ day of .' i2J C--_, . 1989, before me, ? Notary Public 1n and for tte State of Wash1ngton, p~rsonally appeared MICHAEL SI\NDORFFY, personally known to me (or proved to me on the basis of satisfactory evidence) to be the perSOll who signed this instrument; on oath stated that he was authorized to execute the instrument as general partner of RENTON VILLAGE ASSOCIATES; and acknowledged the-said instrument to be his free and voluntary act and deed, as partner, for the uses and purposes therein mentioned. IN WITNESS WHEIlEDF, I have hereunto set my hand and official seal the day and year first above written. 3 o .'" r-. , r STATE or QjLQJO\~a ) COUNTY OF Sa'f\ '-\o,J.p.ol ~S, o .. C\.{) . On this $~ day of I1WA -,. 19&9, before me, a Notary Public ~~or the ~ of (la Ii to, rr ' personally appeared t>k% d lY g:s;a:g ~. personal y ~no\"n to me (~lle ~ ~ ~ .... h1Ctory eYl cle.n.ca~ to be the person who executed this instrument, on oath stated that ~ Was auth\ltiz.ed to ,.e,xcilite the instrument, and acknowledged .'1. t as the t'\v1 O{l z..e & ~(f(\tl '~of RENTON TIILBOT DELlIW\RE, INC. to be the free and voluntary act dnd deed of said corporation for the uses and purposes mentioned in the instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first abovc written. STIITE or WASHINGTON ss. NO'''.:t~UB"'P.~ ~ for the st'te, .L. of Q IMO , res~d~ng at({e t \J '-'1·"0 f.\y appolntment expires JlA.~ G)'JtiriJ ) ~) COUNTY or KING "<j' o . .!J Lf") o a oJ" n ...,c On this tl~ clay of l)t:;CLllilPt::'1C.. , 1989, before me, a Notary Public-rnand for the State of I~ashington, personally appeared vJ.~\· ?()pp~ , person(llly known to me (or proved to me on the basls of satisfactory evidence) to be the person who executed this instrument, on oath stated that I~C was authorized to execute the instrument, and acknowleclqed it as theO,ftLTC.e LF Ftl.(I~iilt.o(,. of BOEING COl1PUTER SERVICES, a division of The ooeing company, to be the free and voluntary act and deed of said corporation for the uses and purpos~s mentioned in this instrument. . IN WITNESS WHEREOF, I have hereunto set my hand ancl official seal the day and year first above written • . (,),' ~ )':4/ -?A'k<: l~~.c . . . \{t \. rf/ ~.,-" NOTARY ~~ICJl andr· tate of Washington, residing a . 0 \(~.(Uo-. . My appoin tment expires ,(-I' Q.-Va . '\\ :0 U :i o • Revised EXHIBIT C Legal Description Page 1 of 2 L1;Ct.L DESCI\IrTlOtl Renton Cinema ParltinG Eusemcnt ~ith One Renton Place That portion of the' northeaGt quarter of Section 19, TOWll5hip 23 North, RanGe 5 EaGt, II.H. in KinG County, WashinGton lying within that portion of Illoclt 12 of C.D. Billman's Earlington Gardens Addition to the City of Seattle, Division No.1, accordinc to the Plat thereof recorded in Volume 17 of Plate, Page 74 and vacated streets and'alley attached thereto described as follo~s: CommencinG at the northeast C05ner of the 60uth~est quarter of said northeast quarter; thence S 01 04'06" W along the east line of said southwest quarter, a distance of 250.02 feet; thence N 690 44'02" W, a distance of 76.64 feet to the TRUE porNT or BEGINNING; thence S 2Bo1~'44" E, a distance of 10.66 feet; thence S 61°49'58" W, a distance of 79.94 feet to a tangent curve to the riGht havinG a radius of 90.00 feet; thence southwesterly alonG said curve through a central angle of 28°07' 46", an arc distance of 1,4.19 feet; thence S 89°57'44" W, II dictance of 300.67 feet; thence N 00°02'16" W, a di5tance of 156.00 feet; thence N 89°57'44" E, a distance of 13.00 feet; thence N 00°02'16" W, a di5tance of 60.00 feet; thence N 69°57' 1,4" E, a diGtance of 93.59 feet; thpnce S 41°43'00" E, a distance of 32.76 feet; thence N 61°47'19" E, a di5tancc of 169.01 feet; thence S 05°22'27" E, a distance of 59.15 feeti thence S 00°57'31" W, a distancp of 21.95 feet; thence S 01°34' 15" E, il distance of 50.15 feet; thence S 01°52'33" E, a distance of 21.32 feet; thence S 23°35'57" E, a distance of 23.40 feet; thence S 53°19'31," E, a distance of 23.40 feet; thence 5 79°19'28" E, a distance of 31.43 feet; thence S 88°19'22" E, a distance of 30.41 feet; thence 5 73°12'19" E, a dhtance of 30.41 feet; thence S 28°14' 45" E, a distance of 11.71 feet to the TRUE POINT OF BEGINNING. 1-15-89 87021 '----------------------------------------~~\ ) : ~ ... ~, '..D L.{) o o CJ" o .. U:J:U UU~ REVISf,O EXII1IlIT 0 no~dvnr Eae~ent Th.t porUon DC tlot northc.~t qUArtor oC S .. ellon 19, Tovruhlp 23 North, na,,~. :; I:~.t, II.H, in lhu CHi DC nonton, K1nlS County, W .. h1n~to" lylll~ .. ltllln •• trlp DC land 30 !net 1n uldth havlnt; l~ feat DC lueh wldth all "neh ,1d. oC tho (0110w11\6 d .. crlbed c.nt~",11n~1 Comtn"ncinll Ilt lhD nonl,e,:..t corner o( thl louthv .. t qUlIrcer oC the northe.ot qUArt~r or .aid sectlon 191 th.nce S 01°04'09" E 110n& tho ~""t l1n~ or th ... oulhwu.t qunrtor oC the north ... t qUlrtlr, • dlttance at 2,,0,00 (,ttj th~nco ~ 61 0,,2"9" 1:, • dlatlll,eD DC J4.41 het to. point 011 tll~ wllnt .Mrglll of Soutll nonton rhc .. (. City ot nonton nrut) •• d •• crLbod 1n 1nstrumunt undor Audltor'o Fll. No. 5475310 ••• ld point br,lnS tho il\U~ rOltrr 01' ~E:CINNINC ot til •• !u'''lnent:lon.d e.ntDrl~nel th~ northvutorly M<.1 IIuuthul1r;lor1y l1mlt. or t:lia :10 foot vill' .trlp IhalL o«."d tD tha \lUt I1IArgln o( South nonton fl.ce, thenel ~ 61042'59" W, & di~tanc~ oC 1','6.01 (wot to & tangont aurYO ta the right h&y1n& & r.dlu. or 115.00 (oatl thrnee wa.tarly &1001S I.ia cueva through a centrll nnclc of 20011'27", an aro tlLGtAncO of '6,~O ,.,t, thanc" S 1!90~~'26" W, a dlAtaneo or J7:l.48 Coot to & t&nlSont curvo to tho rLght h&vinS A r.oluD ot 6',00 C'''lI tl<ellc" northvoDtarly olon& &&111 curv. thrOullh ;0 contral :l.n611 DC 67°4" 54", an arc IIhtUlca ot 76.91 te.tl thlnce Il 22017' 40" II, & IlL.~"II\;" aC 90,71 r •• t to • t .... \6.llt curv. to tl:o ri&ht lI.vl,,& 11 rndluD or 6~, 00 Ccetl thoneD northerly &lid north ... tarly &lon& ""Ill eurvo throUllil , centr"l ant10 or 700"'Zl", all ara Iliat ..... c. ot 80.04 r.oq theneD H 4Col"U" E, a aLBtlnoo of 1'6.58 t .. t to .'tAJ\S,nt curve to tha lelt hllvlng to ntllu, or 110.00 r .. t, thonee llorthuater1,. .Ild nortn~,rl)' 1110n& said c"'('vo thl;'OUlIh a cantral ansI. oC 4S047'2J", &ll arc dt.tnnco or ~J.~7 t .. tI tile nco H OOoJl'IjZ" W, a d1..tAneo aC 309.7I! reet to a point 0" lh. ouuLlo "I4L"t;ln DC :lauth CrGlly W.y (a Cit,. of Ronton 5t1;'OQt), tho ~ •• t and .a.t mar~1n8 oC the 30 toot vide at~lp shall Oxten<1 to thn r.outh marGln or .. til Suuth Cr;<lIr W;<lI .. 1d poLnt bcln£ the tcrmlnuo of DA1d gtrip. 90005 5-9-90 ) .. , .. ,··-1 .., I, \ 1 ! 'I il ~ .~~) ~J" C -.D UJ 0 0 0" 'oJ r- Lt, " ,I: o • ",,0 I l' DEClJ.RJ..iIOH or ruE1miT (Road.ay and parkinq Easei*nt) 0119/) E :." 'X' ,,'1'.00 ltd. Drrcluuion 4.ted .. ot thll ~chr or o.crnb4r. It" II •• ." by fort Dliuly Tu. ru •• (1 ... P.l •• Walhl"vtol'l 1& .. lle' putft.r.hlp, "nd ,ulVat .... u.'n. Inc •••••• hin9un corpordlon doln; bulln, .... h"ton vllllV' COllP'"J' •• w .. nln'9lon C4neul "utn.uhlp ,"'Crant.o,·) to a.nton t.lbol Dehwil'. Jnc. (-Cunt.,·) lor the bln.t1t at the , •• 1 proPt'rty ".Ierlbed In t.hlblt A att.chld hluto (the ·Oo,linlnt t.t.,.,,) Ina the ovnUl, Il101'019"'1. 'tnenU .nd llc:.n •••• frD_ Il ... to tl" of UI, Dorllrunt tlttt. and thllr f •• peet"". "'r1oytf •• 19.nll. '.PI ... nlItIV .... ('Uno,,-,. nil '''vlt .... (call.ct.h,.1.,. U" ·OCcup.nU·) II d'lctl~d belOIt. I. !.!tlW.! A. Cuntor h th. Owner af thl-r.,l prop.rty d .. ctlb.., In (.hlblt. , attachld h ••• to (-Plre.1 Be,. thl 11.1 prop.tt,. C.ltrlbld In lahibH C .tlu:h,d h .. uo (-,arkin, 1. ••• -), end Iho , •• 1 P'.PIl17 o"crlboO In uhlbll D nuchod hOI ... (tho ·.o"..I"'Y-) • I. C.,nt •• 1. the o"'nl' ot ttl. r •• 1 prop.rty cs .. ellbed 1n e..hlblt A Anlehrd h~,.to .",d by th'. 1.(.unCI inCOlparll.O h.ltSn C-OoIIln.nt [,L.te-). C. In ord" to I"un .cc .... nd pIt1d"; far th. Clint ••• CrutcH ,h,l". to vrant • pH.inO ...... n\ 0"" and .era .. th. r",k1nO A-" InO I fa_d lu.....:nt OyU end .C,O,I th. 1010"'.r· /1. Cr'''''o, dOC'2 "'''''''''r ",.",.,. '."'" C'n .... "'r t~ c.:t.ntol for the tMnlllt 01 the Oo,.'"lnr "ltllt, .nO tht Occuplnl... th. follo"',,,? ~'''~entl {L~.· -: .... _nL'·). a\lDJlr:l La thl ••• tllCtlonl. Itluulioru .nC co."n,ntl let tacth btl.,.",: til A ~,p4Ittull. ",,,,,," .. "'Iu,I ...... ...,..Dt 0""" u:~ ,rrnl. tM ",~Lnv AI •• ror p.1)uttl.r •• nod '''hl~hr ~..,ql.n to, '011.11 UoeI. 101 paru~o ",pon .no lor "1'.1, ... d •• Inunanc', of thl' 'ULan; .Ar •• p,U'.ulnt to P ..... 9 .. ph 1 billow; .nd Cb) A ,..rplt..,al. lton,.clulIl •••• a, ... "'t O"'.r .nd aero. I thoe IOllhl'" (or p"d •• tllln .nd v.hiC'\l!tr _tell. b.t __ Q, ino .... to .nd ,gl." (la--th. Oolll"'"1t. [It .... ,"c.1 I. thl , ... lIln9 "'I., tirlCly "'Y ( •• hdica'id public WIst TI.'( lior ft~L!.'''., , J4c..~o.a-:.l ,.. .. " ' ... --~ ... ----------------------------------~,\ ,1.~ -:t . ;:) I -.[) I llJ ,I ii 0 (] .1 0" ~l Ij I ,I :1 ') :1 IJ I. I I f& r'l 0J on co o .. e ) -' -:...: .. ~-:....:-. _ .. -::1. ____ " _' .. -_ .. __ ":''':. __ 'tflct) Ind .'nton V~lh'f 'lacI (. d,d~cat.4 pYDIle H,e«t) and tor repI" and ... lot.nan.c:. af the IOI6w.,. puuu.nt. to PIUljJUph l.&. Th. tUtlll:nll ar. qUM,., lubjtct to thl 1011D\lL"9 f •• trlction ... IIJ.r9ulon. Ind CO'enlnta: 1. nbUrut'tlol'l of 'o''''''.r .• 0 t.hC;1' , ".11. hI'dQI • or athu lieU., OD.trucuon ,"IU H ,,',ewd on the 10.ldw,)" to ab.truet thl t ... , flo" or traUle thuton: pro.Ld,d. hOW'C".I. l.hU C •• nL~1 I."'.'. th. rlqhL to .ue' • .I~ 1f'I:l ance In ... rh C'.l.udu , ... C .. nd .or. o'hn it leq.llt des'flblt, barn.r, or chi In_ 'CU~.I the :~~d;;r.~=r b;h~h:\I~~~~ic a~aP~~~!~' ~!n:.:~~'~~; '"9'.'. ~~) .,."ulbJlitr ot dcCUculnq 1M IC" .. J.-.r (II' yubllc u:c. ~ -- 1. 'rloe.tlon. Crlnlar r ••• r ...... the riqM to ,.JOCI\' It InT U.-c Ind hOD ti_ to tIl'll! with" th. 10'd"'l., ot thr ,,,,1"9 A, .. (or both): pro'fiOrd. hOtol .... r. lhl! ClllltOI .hlt I not (fIDene th. Aald"'l, or the t'tJ .. inq t ....... nl wltho"t ttll priDr ,,(itt .. " cDn .. n~ '?' th~ lhRn owner of the Dollllnint tal,le. 2.1 T". ~nlf of the Do_,nlnt Eatat. (-O~",.r A,-, ahlll froa tl ..... to U .. fr •• on""I, upur. 1'I.1nt.ln Ind CUI '0' thr load"" .nd lhl r.rlll"q A, •• ; p,o"id .. d. hg",,,er. thlt Lhe 0'11"" o' 'ucel • ,-Own" e·) Ih.ll relnbUllIOw"" A (or. 'ucllon of ~.r A·, r.uon.tll. aut-or.po~ket COa\'. thrtl'o(; the ,,,,, .. Utor of 'I.d friCtion ''''11 be .q\l.1 to thl' .' .... r. 100UOI of thl nwt Ir"tebh 'PIC, "1thln b,,' .111"9" ,.... "r h'!'rclr~CI loc.t.d 0" ""C~J J "Hi \.h .. dtno_.nUOf 01 , .. d C,u:uon Ihall be .Quil to lot,. III. 0' th~ "'1UHt" !.:..:.ll.V .... ;.C: ( .. I th4 net ,.nt.b). apI'. with." buDdlntU "()'Iof Of hl'ClUter IOClted on lbr Do.~n.nt [I", •• · p\UI (b) th. n.t unt.bl. IIp_, ... lthl" bulldlnq. nO"t or hrrt.£u: IOCH.d on rue. I ft. A.; o( 'h, due of lhla ",unL lhy nu: l.nl.DI. Ipler VIU\ln bVlldln;1 IOC'I't'd on tht Dolllan.nt [Ulte II 'PPIOllfl"'IT \:11.'11 aq""8 h'., .nd U\t' nit '.,..t.DII' -I· ----------------------------------~~\ ) ..., '1 \ .. . l '.J. e ;.I. I • • j r: I :; J i i. • ,PICt" ...,lthin but Jdln'iJ IOCH.d on tueel D 11 .ppro_llutely l1].)11 aquI" f.et. l.~ If Ovnor A .hl" foil to l.pII" ellntlln ,nd care fDr the aD.Ov" And the 'ukSnljl AUI .nd U ."c:1\ ,,1lure shill cont'nu, 10f. period DC thlnr (lO) d., • • ftu notice or auch "nur. I. 9"'.n b7 Ow'a.r I to Ow'nu A. thl" ~n.r •• '7 H'CGI'\9Jhh luch up.Ir. a&1ntenulCl .nd cer •• In ",hleh e.ear. avn., A 1.111 uhlbullIOwn., ., tor. luC'tla" ot owner ". ' .. Ion.bh out"of-pock" COlta th ... of: the n ...... r.lOf 01 Slid ruction th.tl t;". .qu.J to the IqUI" toot'OI of (h, nu ."nubl" .rtc· ..... I_ ~Ip\ ,,"d'"ln9''' n"," ... , h.,.,h.r loc.t.d on ttl. Oorlll\.nt t: .. t.u and the dcnol'lln.tot of add lliction 'hill t-_qw.l to the IUD ot thl ',UIU (oat.,e. ot: e.) th, n't rent.blt .plce vltbln bualdlnQI nu. or hc:reJtltl Joc.ted on the 00-lnant tltatai .nd (bJ th~ ntt nnt.bl_ .plce wi thin bulJdlnQI now or h., •• lter loc.ted Dn 'IIC" B. l.l An, &.IDCI\.Int. to be r.l_b:..Uad puuu.nt to ,.UQuPh l.l "r p.rlQraph l.l abo.e ,hill be plld wlthln thin,. flO) dar. ,Uta, 1;hot r.h\t~",.ln9 put,·. lacilpt of tral othrr PHt,', tonlct 'nY'llc. th .. etar. IUpporte-d by .pp,opnlta receJpt. and oChu pcrtlnlnt ialor_nlon ."blt.nthtl"; th, COlt. 101 which f.labu,.a.qnt II aouQh\.. AnT .-ount _ nat ptlO "'h.n dUI 1t'1.1I ball InU,u, .t ttll fI'. or tvtl'u pI'Clnt OJ\) PIf '""l.1li 01 lh ...... 1...,'" ,.\t. p.rllltlltd ttJ" applicable law, IiIhh:h,.,,, 1& leu, Z,OIl the ,htl due ur.lll thl chtl' peltl. ).4 ""'.(.ull br the r,lcbuf_lnq pertT In III o"IIQttlon 10 r"~burlt tht Otl\,l "lIIlty t"'lth Int"aU) •• c,..(,lbooed In p".qflpl'l 1.J 01 pu.;UPl'l J.1 "\IU " .. na tD I ..JJ..t:n..ronClfrnlnq ~uch obJ 'Qltlona upo" the ra,.bur,lnQ party', 'nUI ... I. In tbe Oo.ala,nt [.aUlC or 'arc,1 II. "hlch, .. ,. 1. OwntC by the Ulllbuul., puty. 1.' Tla 11«n proyloid IOf 1n p'''oupb ) •• • bo •• 'h'll attach .nd l .... ,U.Cl uLlJr uFon flCC':Jldttl"" 01 • elil. Or Lien by the (1.11:",,"1 '" thl ofUei DC thl Unq County a.COICu .nd [)_nloh_ D1,,11Ion. Th, CleLa or Li«n .1'1,11 ut IDItI'\ thl follawlnQ: -I· n .. -: ... ." / :1 I' :1 ., .! , ~ ,! ii I o . . ~I .J. .. . ' •. : .,=,;.).e: ' .... 'I ,_0 .. --~-----.-. • 7'0+, ". , I':.,.) ..q ::) . ..1) Lf"l 0 0 J" Ibl th. bIOla 01 tha II .. ehlMd "ncl"dII"lO. but aot n.c .... ri1' 1I_1,ad to, • br •• f c.1 .. Ic:r lpt 'Dn of ttll vor'" ,,,tor .. d. __ tat ... nt of the lraunt ot th. chi" and. dcacrlptlon 01 the ".hull 0'"ln9 rh. to lb,_ Uen); (el tho Ion ""'OV" """ one! .. 111"9 .d"ua. of the own.r Df uput..-t1 O"ItTIlr Dr lh. plopertr IQ.lnu. whlen thl Uen h chi_a: Cd) • 1CI;.11 ~c:c:1F:'1=:: o~ t.tc Ft:rcnr IQAlnlt which thl 11.n 11 cll'-.ed: and Ie' •• tn .... "1 thlt tho lion 10 clol_d pursu.nt te the pro,"liloftl Df thU Dtlc:Jautlol\. Ih.11 ~:~t ::~ I: ~~ r~: ~~c:~: J ~h~ :. ~!~~·:h:~:O:C:~::":=:~·:.!~~d \ upon the CIII'"I' I or repuUO ownlt' of the propeUr Iv-.lnn ",hlch t.h~ Hc" I. chl .. d •• lth" by P4IIDn.' •• ,vlci Cll br ... llinO (tlnl Cl.ll. c.tllt1~. Ittun rU:l'lpL uquCIU·d) t.o lucb O"Intr H lh •• ddc~1I PEoyld,d 1110 tr'l. offlc. or t.hI Iln'il Cflunt.T OcPlltlD('nt of Au~ .... nU '01 •• 111"0 of t. •• 't.\ .... nll ",Ub - '''P'C'C't to ttu PIDP'Crt7 .,.1nll "h'cb tt1t llen L, chi_a, The i len '0 chi .. o sh.ll .tt.ch Ito. ChI dHe of lecDr4UloG 'DJely In th •• t'IOunt cl.l .... d t.tI.rrb, Ind air be enforc.d ia Iny ... nner .Ilo",.d by I .... tDr 1.1'1. IOlwcloaur. of Ilena. ... SvCCC'IIorl .n" ",.1,"1. th, t ••• ".ntl ahlll tJ. ' ...... nt. runnlno ",un the OoDin.nt [IUt. •• nC burdthinv 'lfn' II. tht p.,ldn9 Are. I",d aOld.,.y lor the bQn.Ul of th, C,.nt •• Ind lhl Oc'l:up.ntl. Th. rllttietlanl. JeUIYI:lc:,. .nd co"cn.n1.s •• t lonh 1n thl. vUn( Ih.ll be blncUnv "pon. lnur. to the bent f I ( of and be _n(orc •• ltl. br Cit.ntol. Curu.e. lht Ot'CUP(:'HJ .nC ~I\t" rt'.3p<t'c:"U'" allrclfllar. InC! ... 19n •• ~. !.!..!...!!..h. In th •• .,.nt Dr bl •• ch or 'i:ll d".wB ucu:3.r thl' arant. Cuntor or crlnt •• or Iny of th. OcC\.lp.nu .hlil be .ntitled to C'Olfl'Nnc •• n action Co. (ull Ind Idaq".te •• U" t foa ttl. conl.qulnc: •• or '\lC'" br •• ch. trw ..,naucC"lfyl put)' In .nr lueh .ctjon .hall p., to thr pr ..... lllnq PUtT' , ... ",""l.Il •• u.a. (",r HlocnrYJ' ICCl lr.t:urr.d by th" p", ... II'nq parlor Ln conn,clion ",HI'! 'uc'" Ictlon. ",h.lh.' or not ,\leh actiDn l. prollcutlrO to Judqrrcnt. ,. 11101. PubliC' ~dlcltlon. 'ot"I", contained In thl' ~cllrat'cn-"ull I)t' "~.eor<, to bot • ottt or ·J.dLc;uion of .nr -.- --------------------------------~--~,\ ~yt .' ~ . ... .... -.W I I I l' I j ; " " i r [~ • ~ . .• ----. ---"'''~''''''''----'-'-----~-_, ..... i_--_·· __ ..:.· ..... __ ~ _____ ....... ,==,,- ,'0 -q- '::J -.[) If) 0 0 cr-- port ion at tnr Dol'l~n.nt tat,t.., 'uccl I. th •• ukinq Au. or the .oldv.y to or lor th~ btnt'lt 01 thl .;_null pubUc or '0. In, public pur"" ..... "It.o..... TIlLs IIrlot shill ~ Itrlct I, I1.He"" tD Ind lor the purpCllu elpre.alr atat..d tler.ln. '7. Sa" .nd lA'.,,, lJIe~. for the purpD ... of thll Deeler.Uon, tho,UG Owner'" or Owner D •• U and S •• II back It.. , •• peelh. propeinh .. (l •••• tht I>ollln.nt lltth and .arc.1 D. ' •• pect.i .... lt'. th. ' .... H :.l'IllJ be diU""," to M thl own .. ur the proprrty .ub)I'Ct tn U,. h .... unl.,& ,nO uratll the I •••• •• pllci or h cinelll.d or t'faln.tltd~ proyldtd. how .. .,.', that. thi. pravlllo" Ihlll not .tl.cl the ,lqht.1 of 1ft,. puty to el.l ••• 'e'" _o_inlt th" tat .. p,cyldcd 1n P.)UQI.ph ],4 lboyto. •• ~CrttltJC"h. Ownt'f" Of ()oIft" n. upon' wlltt_" ft'quut ?I thr othrl. 111.11 i.~"e t.o tM requestloq p.rtr. or tD '"Y p'frJon ,p,eiUed by th' UQ"."tinq Pllt,. an c-'toppc-l I:l'ftltlcuf' Itllln9 ""rther the p.fty 10 who'" the Cc-'IuCll hu ~en Dlfc-I:lttd It."o-a: '" at .ny Dr •• th Dr 01 cu.ull und.r thl-'I1."l lind. If three .,t' "nown brC'.t;hes ar dC'f,,,,lt •• ap.cl£ylno lhe nHurl' ther 1'01: (b) of .In, modHIC:lllon Dr 'II'IC'nd~nt or thll 9r."t' .Ind. If thut' 'ff' en., kno"," IIIIOdlflCl\lonl 01 'InCndlf'lf'nts, 'p,cllrLnq the "Hun If'lUC'or; .nd Ie) th'l this OKlu,lt~o" ia then In hdl lore •• nd errU:l. S",eh at.UIMnt It-all .let .1 I v.iver Dr 'ny 1:'1,," by thl p.rty rur"~ahln9 It to thr CItI'I\l luch cL •• ~ AI al •• d "pon hCI' contrary to thou Irt £onh tn thl' &tat ..... "t .nd La uurted 'Q.inJt I oor\<q'QU or pUfch.u-, lor ".lut' "'ho haa aclwd In I.li,,"~ •...... m til. II..teccn' wlthD!.:l knDwlrdv. Df r.cu tD the- cantrary of '''on cant_infO In thr u .. ' • ...,.nt. t. lui .. , .n" '''9''!.!.!.l!?_PlI. Cr.ntor r ... rvrl t!\1' (I~ht to c&t.bU.h. 1tG1Htr •• rnornd. ' •• 0" •• nd .nror~. fl' •• on.bl. ruJel <qD'funin'i1 Cho. u." ar tI'I~ Puldn'i1 AUII ,Ples the aDIOve,. 'UD),,"ct tn rrlor "rltu'n conllrni Irn" Cl.n" ..... _"ich Iw~1t con.ent Ihlll nat M unr"'lolI'~!y \.'t!Mu''LII1. 10. ".-.. ~....... Tl\1~ r"I,oo,.I., .... lnn ,h.ll nn\ be IICIHried • • ~n"l:d or ~i"'i'id cl~epl Dl' -r.lt:en ,n.trulN'nl "qn,.d by the r,..,-",rd D",nt'l~ ef In,.. ~~'n.n~ tl,:.tP Jlnc,1 ,.,,..lil ~. .... ~""" ,." .... o • -" 11. "0 t1rrgrr. ,Pl. I:Ue-MnU ,hili n~l ~ •• tln9u~lhtd 'n the •· ... nt thU utI' to thl Do"n.nt [.t.tI, pucrl II, thl PHk~n", ""'" the IO.Cv'Y or In, r:omtllnltlon \luuor 11 •• u.d In tht' •• ,.. p,ny or parth •• 1M wtT"CSS WlttR[or, Crlntor hi' ••• cut.1S thh D-tC'laratlon the dar .nd ,.." Uul .bOVI "rltten, •• ntan '" 11.'11. Co.pln.,. " WllhlnotOn C4n." I Plttneuhlp a, Port 110".1,1, .. rUN ,L.. r.J, • "lIhlnqton LI.lt.d .utn~I'hlp III WI, ... l P.,l ... u By h9' tWitS \ 1'1 n. Inc:.. • .... hlnqtDn Corpoftt1on It I IAnl'l'! PI.tnc, ) " I. ; 1 J....' -c:t D I: I \.. f -D " I - t. , lI') 0 t Cl \J" C> IV oX) ,-, ~ ..:> IV o • .. ....... STAT[ or WASH/NC"rofI ) ) II. COO/rlY or l I .. C; I On thl. JA-d., a/ ~~L. nJl:. bolon -. tho undcr.lqnrd_ I ,'ollrr P"~:-:~: ::: .lr.:2 lor thl Stltl 01 ".,Mn'ilton. Oul., Cg~'.lIonfd Ind Jlwarn. penon. liT .ppa.r.d J. r.. MARJO"C. to .. ~nD"n to be the General put".r Of Port II hll.l 1, Tu" "flU CL. P.). tIll' 11."It_d partn'ISMp thlt .... cuud thl (ouqoln9 lnltru .... nt il\ It I clplcBy II 11;11".,.1 ptrtncc of alnton \'lllaQf Comp.n.,. " ...... hlnqton ve"".l p.rtnIJlhlp, and ht Icknovhd9.d th ••• Id '''UIU,.,"t t.o be the tIn "I'd yoluntu, 6el .nd dud at Port Blth.)' T'II1 r.Unl CL. P.I tnr t'h ......... ,n,'! :,,'.:r;",,:,:C'": thl:rclr, ~nl~ ... h.d •• ,.J un alttl etHrd that ,U is otulhorL •• \1 tD ."ccuU thf •• I.d 11,_,. uAI(nt. Wn"tss Py hand Ind aefle-ill ,p~1 h.utn .,'Iu-" the d'r 'l'Id rrIF In this ,;rrtlr Ic.tr .bove" wrilten. STAT[ or "ASHIHc:TOH ) J IS, CUU/rlY or ~ ) H C I On thh.?D. 0'7 or~. 19J.t. D.lo'" .... tho "ndrl.I~"~. , "OL"Y P"bllC' In .nd rDI "hi St_h of ,.. r,~';~ I~~ n:li~~N~u:~ ~~~:!~ O~~d ~n~h:v~ffftK:~:o:~J ~~q:~P:::~:r". Inc,. thf corpOI.llon thl\ C&ccutca tl"ll' to'.qlnl"q )nJtnlf'cnL in I'; C',pH'il,. _It lunrr.1 p,u'n"" "t ,.",,,,"'1 v·., .. .,t ':C=F"Ir. .... .:. -::r.lr.:;:.:.r. 9 .... 1.: "'II""I"IoIP, .nd nr .C'lI;nnvl.09"" th. , ... ,11 I"S'I"""""' to b-e thC' frcc .'"d \u)"ml.'7 ,tCl .na Ot'cd or :;)ld corpDlI\ lon. 101 ln, .... ,. .. 11.0 purpOJeJ r.nrr •• n Potnuon"a. ,n" on OHI"! 'ut'O'~ thlt he 13 luthcrl.lrd to .ucul. thl ... " I nil, u.lDCnt. .1. .... .,:...: . ....... 7; .. :~-J· .. : -.~ .. , .. ··.-."7,. cD "<:l" ~ -::J '!:I '..0 .., In ~ 0 :-B a 0-.. o .. WITHtSS .Y h.nd .n" orrltlal ••• 1 hlluto Ifflled the dlY .nd r ... AD thll urtU\CI'La "bO". wrLtun. ·t· , . • ;1 .' 'J /':". ,~ n ri ,,I l 1" ,J 11 " L 1 ·lJ ~ ,~ -.0 Ln 0 0 0" o <D t) o • UKIUT ~ (TM~ oarunlnt [,tn.' ThU portion of thl "or\hr:"t OUUtu cr "ctlon U_ 'to",n,hlp 11 hUh ••• nQ' ~ talt. N.ft •• In llnQ Caunty. W.lhLnVton. InO Uoc~. 11 and Il 01 C. D. Hill, ... ', !"lInvton CIIOln. ~Odilio. ta the Cll), or s...tUe. ely"l!"n teo. 1. accardlnq to th. pht rKDrdl'd in volulne 17 IJC f't.ll, 'u.,_ 1. In IlnQ County, WuhlnQlon, .nd o( 'Y.cat..d 1'",.\1 .na .Ilrr. Attached thrr.to. P"" t.'!."~~ 1 '!hrr."'-'':'' 11. ,1('1(" , ro' ._",ru, YI-, '~C'Drdl"' to t". plat ,.corded In YDlu~ 11 of Phu, "QI' 1). In aln9 CDunty. wutdnfllon •• n4 oC YJc.ud street: an" .11 ley: ~lllCt'ieCS thereto, d.lcd be" II follow.: 8 • ..,inn""~ at th .. 6ol.llhC' .. t corn.r or tht Morttl""t OUlrter 0' sud Mortnulr. C)uHler 01 br<'tlon U: ,,1._lIc. wu\. ... Ql"D~'O'" "'In .101\9 tn. tilt lin. of the &outhw.,t QUirt., ot tr'll ~JI"h ••• L Ouular •• Ol:l.::llnce or lH.l~ r.lt: ,,,,.nC'. ~utt\ !J~·O]·l1" tnt. dl.UnCI 01 4').44 hrt tD the TJIIVr POltrT or IItCIJfHlttt.i: lhencl' Soul,.. "'44'0''" [ut. .lon, thl £,outh .lrq'" DI •• ntan VIIIII~' PileI OfOlth Un. of the Pht or ',nlon val''' ~ddlllDn) • dL .... nC'. o( U'7.H he,: U'I .. nC' Soult'l 01-1,'0)'" West ... dial_nee or I1l.n flU to. pOlnt on thl northuly ••• qln 01 pn ... ry 5t.He HiQh"",. No. L lJC't. S.'.H. ~ .. " to Jet. ",S.H. "0. , .. S' CO)): thrnct' 'out" ZOeu'OO-t.1t .1on9 I.ld liI"rth • .,qln. 30.00 II.t; thrnC'a alono a curve' '0 the '19M 1n .. ao",thwcol\cflr d':rC' lon h.~ln9 • IICsaUI Dr l~'lD.DO hcl UHCluqh • crftU&1 .".,1 .. of 0"'0)'07-." .rC dlll.nct' 01 21l.!l hrl to • polnl 01 curve' to • 'Plr.1 cu.y~: thencr .101\9 • • p.~.1 CUfYI' to tn, 119M on "'I,, northu1r ~lfqan of PSH filo. & I:hr 101\9 chord ot "'hach ~.'. So"th 79·10'11'"' w.,t • datlenct' of 1'1.0' rrel to lhe pOln\ or UnQl'ncy of lhr .pir.1 cufYe.: thrnt'f' CDntlnvln, .Ianq .. Ia Marth ""'91n :tourh 10-4'·0"· W-"llt • dlU.nCe Dr H),IO (ttL: Ihu'CI South 0'-10':'2-['1\ Ilont; ... a Holtl, ."9In. 10,00 rr.u: lhrncc SOUl" '0"4'·01" ""'It, alonq .. II" "orth WI"9'n. 21.10 ht\ to • pOint of cur.atul': UI~nc. alonQ IIld Morth ~"Q1n on e cur,.. '0 thl f'Vttot hlv,nQ a fl(Hu. or Il.:no,oo rwet thla",h I C'l'nt.al ."vle of OO·U'40· .n .rt' dl.unct or SI." ret't: th,n" ... orth 01·~)-12· ..... t .lon9 aUtS teorth ",,,.Un 20.00 , •• , to • point or C'\Jrwatu,.: ,hwncl' .JeDq .IId .curth •• rvln .n .. oul"",.ltl,), dlrectlon on • C"\I' •• L", ~he (JQh~ h3','tr.; l ruh,,: Dr Il."" no ' .. ~t th'"UQh • ernUII .nQlr of OJ-~l·l~· an uc dut.uC'. DC l'lLQJ f •• I.: thrnC'c tco.th DO·OJ'U" Wut • "'nanCt at Hi.)& lett: the",c. MOlth 61·C1')'· t.ut • dllllnCr-al l!lB.'l 'f'"t: U •• nC'1' South ,'-44'Ol-Cut. d,Uanc. DC ~6.01 J,tt tD 'h .. T.UC POIKT or ItCIHHIMC. ,', n '\\ 1 .~, ~l ~, ~ 't', '~i ;: , .;::) r 'tee.h I. l. 1 InlS ~ PAACt~ I: I:XJ<IDlT a i'"col D) .. . ~\. • "l.; t :". bi>c& That pollJon or th, lorth.llt ouart.r 01 E4ct ton U. lown.hap ~J IILorth. ,I.n9' , [uti W.,.,. 1n aanv Covntr. H.lhlnvton, anO DC Dloc" U. C. D. H,ll .. an'. lUUIl9ton Guden. MOll Ion to th. elly or '.HUe PI'f'I~.IDn "0 ... acC"ordlnv lo thl plU lI'cordrd .n 't'oll,lair .i UI ?~.ljo.. I'JlQ'r ". In'.trq t.:ovntT, ..... nln;lDn. ami or ".elhld urwUa and I' hr', dUCf ItJwd •• CollOools: Brqlf\nln~ It tM So'Hh~ .. t cornll Dr th" tcorthwf'U ChlifUI of Itld Holth"l" Q".,t~r: thcnCf _anti ,,-""11-Well, a dlUlncC' of llr..o.U ( .. , .ar. 0' hu \.0' polnt on th ••• Ilul, .lfvln U( "'. i.,I, 'l.I.'f' Hi9h ... ,.. 1iIO. ~. II •• co.o.a an Ht;h.,., ,IIU Volv .... ). Paou lU, JI1 and lBl: tt'll:nC' &out.h 0'-))'.,-WtH • • Jonq u,d •• Uerll IOlr'lln •• O"Llnee or '0.00 r.u to ltlr UWIIl' polne or be9Innln~: thnr:. s.ovth 1,'''''')1-t.U, I dlu.nee of l".14 ItC't; thrnc. Horth ll'."))-Cut, • dllhnel" oC ..,. .... 't'u: thtnel" North Oa'l,'l'-t'It, Ii dlltu'oC. 01 "O~OD hrt: th,nc, Meuth ."uoU" E.It •• diil.inc. DC H.OP fett; 1M-ncr South OO·ll"'· t.l1. •• Ohl.nc. 01 )1'.11 IMt: t .... l\C. Sowt", u'n'u-toI-ciL •• CI.t.nC'. of 1I1.lI , •• t CD' point or curntYI. on the no.lhulr .uQin Dr prhu'r St.te HiQ"w'r flo. :.'I-SI "0, 4n; thence ,01n, 1n • northW"t"l1.lIl'"r!,.. dll.C',.on ,lon9 ChI northt'Jlr .uqin of u&d hlqhway on I CUIYI \0 \hl" left .ho .. e.nt.., bur. kvth l'·U·~'" Welt .nd I I.d"u o( :.'Ilt.SO rut, an 1ft cUU.nee Dr ItL" teu: thwnc.- Morlh '0'00'41-Mell, • dl,une. of 100.00 I ... t to. pOint 01 curvet",,: th,ntt Qolnq in, nolth"f'Ulrlr dlr.ction on • curYf tl: lhr-rlQht • .,host' renhr tr.1f' Morln O,·!"'!,· [aH •• nO • ,.,.Hu. ::If 10l.JD trrt, .n .11.: Lli.l.nct at ,~~~"" ,-': thr"cr 'Ihltlh aa':,'''-wrs1.. • dl,lt."C'e' o( \.00 [ •• l to. pol:tt on •• id • .,t-,., ."qln 01 ~ll ..... l, Stat, H1Qh'lll" .0, !)i tn.loCt' tlon" 01'1)'1" [,.t .lanQ .. Id "U.rly .... '91n a 41.Unc .. of 11." utt ta "hi TRut POIH'T or DtC::IHHI"C. ,,,RC[L J: Th.l PQrttr-n ot 'h~ Iiir"tht" .. H Ovlflf:r ", 5P('fi"," I", To",n~hlp 1) ",onh. fI,nqr ~ [.S(. w." .. In Ilno Coun" ..... lhtDqton •• nd ve DllJo("it.s IL 11. 14 "nlJ I~. C. O. Hi.Il_I'·~ [.lli"~'o ... Cuden. AQcltlon to \he I.lt)'.11 ~'I'"U,It' U'IYlllon liD. L .eCOlalnQ \.101 lhr pill lIconit'd In Yolu"'C" 17 of 'IHI, '.qr ''', Itl IIn9 -10· --------------------------------~--~\\ ' . .. .;~ 11 ~ -q ;:) ....0 Ln 8 0 IJ' ~ .~ ~ aI5 c' .. " "0 .. County, wnhlnQton. ,nd 01 .... cH.d tt ••• ts end ,11"11. "ne,lbwd •• (01 'OVI: a.qlnnlr\Q tt the £.outh'lIt c:ornlf 01 thl lI<J,t..,..u ouartu Dr .,Ld '-ontl •• u Quarte,: thtnCe 'oulh Ot-OC·O.· ... t •• Iolq the .nu117 J 1.1 t. of tf'l_ Gouth", •• t Qo.an •• ot 1M liIOrth, .. t Ov&rtU a cHatancl at :Z:14.1~ f"t.: thcrH:C So"th "·01'12· Ellt • • 111at.I"e, or 4).44 I •• l: th,l\ct MOUh 1'-44"0)· Melt, • dl,uncl or ',"01 (lit to the Taut palHT or aU:lllflHO: U •• nc. cOnlJnulnq Korth It·U·O)· ",.,t. I dlltlnce of ,~ •• " r .. t: tnence 50uth l)·:Z~·)I" w •• t. A ~htlnc:. of 2".14 hit to Lb. "orthcrlr •• (!~l" or primary litlt. H~qh"IT RD. ~.S:. CO'1 thIne • • 1onQ "Id no(thulr .. arc;l" £Out" 40·0':'4'-EIU •• "'Itane' Qf '!I..DO C,et to • poant or c:ur'ulu'.;: thenca QO'"9 t", • louth,"t.rly dlr..cllon .IDnq • cur.." to Uw hit VhDIt ~nl.r belU North U-)'7'U"' [.It .nd _ tadi .... Dr 3:'0,10 c.et., In Ire: dhtoluc. oC He.'1 rr_t; then". 'oul" DO·00'4'· cln • d,.l~nc. DC 4 ,~'7 r.ct to .. P<l'nt o( curvatur.: thanc .. 90'"9 ,,. • r.~rthcu~u1y dLrcction ~lDn9 , c:ur'fr to thlt lrlt whon C'9nur bot.,. I60rth 01'4"]0" tltc:lt .nd I "aa". of &1,3'D.00 ' ... t. 4In IrC dllt'nce Dr lU.I] tact: thence Worth 00-0:'1'· "'It .• ,Ulllnct" or 2~L~1 ru:t: lhl'nr:e North '1·4~"~'· [..Jt. ,HI.t2 leu to the TRUe rourr or 8[C1HHIHC. ,ARCr.;L l: That p~lllon 01 th. Monh • .,t ouutu ot SrC'l'on 11, """""l'\ip II Plcrtn. A.nqC' ~ [lit. W."-•• In Iln" Count,. Nllnln9tQn. Ind af alack. ll, '4 .nC 1'. C. D. IH11llln" [orl~n9tOn CHOln. Addition to 'hI' C·t,. or !'ruth 01 .... "101'11110. 1 •• ccordlnv to tilt pl_l rccorat"D .n YO'U!hI' 11 01 'htao ,.q. '4. in U", Counly, W"hlno~o., tnd ot 't.c.lcd Itlrwtl UU,' 111"1" Otlcrlbed ., follo,",,: 14QlnnlnQ .t lhl South.'1l cornu Dt th. HorthVtlt Q\llrtlfr or .. \0 KQrth .. U 0 .. 011 rl .. , : th~nc. South 01·0,,'01-""st .~on, th. ".'"U Iy 1, .. 1" of tht' SO~lh ...... " Q\urt.r of l",.lIIan.hl .. t Q\,Illter, • Ol,Unc;r of 11~.1~ tret: lhtnct" South !I!t'Ol'U' tJ::' . .: d.!:tlnc.c ", '!:.H [el:t: It.cncc ttC'rth '·'4"0" ..... If •• cH:t.nc· .. uC ~".QO I .. t to u\., trw. potfllt ot CM"IIln"in,; \t\4,u:,. korth 00'J1'IiI7· ..... t •• Clu.anCI DI 1...,.,0 , .... to: 4.beM:. So",l.h ...... ·11 .. E.,at. I dllt,,.c. 01 J~.OD l~.": th"nn aotorth CO'lI·"-tIfoeJl •• dl.t., .. c:. of 12LOO , .... t: lh."~p &.out" It'H·ll· We'l, II dlH,r,c. 01 lU,). t.e" to ,,,. Na"ft •• n CUIMI oC lh ..• \10 .... dC::II;,tlbt-d pllcel no. 1: tt"'n~ &.auth aO·ll·t1· ~ut. I r1IHane. o( ll1.1. 1f"t't; thence $out'" JP\l'U· .... "' •.• ~I.t.nc. or 11"" he\ to a pol", of t'urVa1.un on lhl' northelly f\uQln " P.S.H. aD. 1-11 40~: t.hU'C ... lon9 • CUtv. to tra riQ"'t vholc Cent., beo ... Sow1.h -II- --------------------------------------~~\ ) \ J .n. } I~ I:: \11 l! ;i .j ;rl II j ,:c. '<:t ::J . ..[) lfJ ::J ::J '.]"' o .. bd .fa,. n ., l,-,,')7· .... H ,nd ... ,Uu, of 21'.10 het •• n IrC' dlu,nC'. of )).CI r.lt; th,nel s.outh CO'Ol'ct'" llu.·" dl.t,ne. af '''.00 , ... t to tM -olt ".Il.,!., cornu of U.I abo.e d •• C'rlbtd pucil DO. J: th.nC'1 IkJrth ,,·,)'Jl· t •• t. • cUlt.ne. or lU,74 Celt: tn.nc. £oulh .,'44'DJ" tilt. , di.l.nc. of 140.00 , ... t, IDO" Of h .. to thl nUt pOINT or ItGIMMI":. Puce!. " nut porttol'! of the Morth_.at Quutu of S.ctlon 1'. T04In.hlp U .'Hth ••• nVI ~ , ... t. W.M., In UnV countr. N.lhAnOlan. and .loc .... lJ, 1) .nd )4, C: D. tUJI"",', [.rHn9ton C;.rd.nl A4dltlon tD the Clty ,,( Mlttl. 019h10" "0. 1. .ccorC.n9 to \hl plat r,corl!l'a In Yolu-c 11 or "'U, PlOI 1 •• In .. lno g ;:~~~rbc~':~I~:i~:':'I~n&J or 'f'.ra,f'11 un .. t •• nd .U.7I, J:) a..q1nnlhQ It thr lioutt\.lIl cornU of the ""'rthV~3t Qt .. ner 01 f""'l J.ld "orthtut Oult •• ,: lhwm ... $ullth OI-Ot"D'-" •• t .hr\O the ('\J ... terar llalta o( Lht &.oulhwut Qu"lU or th .. "orl." ... t ...:J Q\!lflWC • Clltt_nc. 01 224.1) 'ut: thrnc .. S""'l.tI !a:PDJ'U-rl"t co • cHIt_f'lcC' or ,'L4I4 Iwet to th' Tlue POINT ur .tCUfM1HC: thenC'w ""(ttl .,. .. t'O)-Welt , Oill,ne, 01 ~,~.OO Cn't: ttlwnel' Morth 009JI'4'"' Mut I dlU,nel' 01 Ht.1D hrt: thlnee So"th 11,,"')1'" tll\ • cHu,ncl' of 2),00 fnt; th.ner Horlh 00·ll·.7 .... ~H • ~i.laner of U~.OO fElt to thr "Dllhl.1\ cornw' o( the ,bo." dc-scrlbeo pltC'I' 1: thrne'f llano tht nDrth lint' or puc .. l_ 1 and l SOuth "':21'1)" "II: I cHlunc, ot :10,)' rU'l to I". tJiocthvnl co,ner ot the ,bou ducnbed pucel 1: th,nee .Jana th. "'Clte'll, .nO north., IT Unt of puctt L So"'lh Ol'l)'U-~Jl • diU_new of 40.00 leu: t.hene," s.ouU\ )I-."l)- """sl • ~"u"C., ot H .... '."\.: lhtnel )roltn .,· ... ,,'11-"'It I dl,r_nc. o( lll.'t riel tD • pol"l on lh. Eutrr)y l'arq1n of prhury 5tau HI;""", Mo. ~. at rlC'Ollhd III Hi;hw.,. 'hta Yol",n-c 2, '.qlS UII, III Ind 111: \h.ncI Marth gPll'U-Cllt, .lono ."hJ ... rerl, .uqi.n. , dllt'nc'" of 210." teet IIiCIre or h •• \0 a point an thr IDul.h~llr ",,,.,an ar rOld knnwn II llie" 'Iv,,' JunCLaan .. '_nlon Ro.d, " ()uCllbofd in AudILa,', ralt Il00. ltlO'Dt; \h.ntl' 'lon~ Ilid (wid. C);It..nc1' ot '0.7' ' •• L to , ?,lnt an 1'''" '~\ltn'C'rtT fit.,.,," U :O::C:::'::'1 ~U:.c Hl;l.' .. )' w..-, l-L (Crldy "'.y). (1I1.r. ... l .. ~' .. 111"C"101"o .. '.MlDn flOld) IS d,SCrlIMC 1D Audltor'. rl J. "0. lt1040t: ,hlne' Nan,h '1·"'0)· Cut.. ,Ionv "Id lout",.rLy ."Oln •• dlllln,," 01 '11.11 rClt to • point or cl,lr ... ·: \hlnCI canclnl.lln9 .'onQ au,", ,ow\",rh' .... ,'-',,,. un • ,-1,1'''. :0 thl lltl hIY1n1 • r,alU' 01 1110.00 f.et. .n Ht' dlll.'nC'r 01 HI.11 I«'t't: \runt'. SOWUI OPO.·OS-W.u I (11(.nI;C' 01 'h.'" '~f to lnC' JocolCn lin. or thl South .0 tctt ot th' "ort~ ::.C 1.".1 of tht sOLIn, .. " Ou"t., 01 t.h. Horth ... l Qv.".1 of 61-cIIO" It. u eonylt,,,:! tg, tM ell, of •• nlOft Dr -11- ----------------, .. ? _ ... a • : ..... . V. V : • t ,'; j i' :"i.l '.1 I I j \ ,:0 f6 ~ :::J .1) . .[.J ''1 ,'\I lfI -:l 0 ;0 0 cr- o • dttd ,.card,d und .. , AulJitor'l rIle ,..0. )'C7~)lD: thlnc. Jlorth "-.4 ·0)· Will. cUaUhCIl ot H1.41 f.lt: thence kUlh 01-0"-01-Wilt. ISllt,nce of H.71 rill: thIne. South "'01'1:- tut • ""tinct of t,ll t •• t to tht TaUt POJH'1 or ItCl)4HJt'C; uet" porth" CSndl'd to thl CIty DC •• nlon br and "colded unc)e-r Audllo,', rll. tto. !t41~110. ·IJ· "'\ .... : '.-;-, . ", t!; , " {'\. ; . : ',' :'I: ;~ .' , "\\ ~ J 1 II .·i \ '$ \ H l----t ..:0 "<:f o . ..[) lfl o o ~ o • [XHUIT C (The '.rIlLIIIoV AUI' "eo.) P1'trlpt!on: Thu poftlon 0' the 'outhv.at Q\lutl' ot th' Jlorlh ••• t Q\lutu or kC'lion 11. Tovnlh\p Jl Morth. hr,. , E .. t. W.M_. 'n the Clt, Dr •• nton, Un9 Count, • .,u"lngtan duc:rlbfid •• roliovl: 1.~.nnin9 It the IIorthtUI COrM' of lh' £.o"th ...... o",rt.r of th, t'lt'rthun Quart., or .. id M<:t1o~ it' thine. Eouth 01'04'0" W4.t alon9 the hit UAti ot lIid Southwell Q\Jut.r ot the Morth •• ut QulltU •• Out.nc. af .,W.UI '.It; thwnct Moun "-44'Ol' ... t •• d'sl'nc:, of , •. U f.,t: tMnc. 'o\lCh 'l'Cl'·, .. W,n • dlUlnCt of 40.00 h.t tD th' TIlUl POINT or I[Cl .. KlJitC: thine. cont anllln, South II-U'n' W'" • dlll.nc. at 2)'." r •• t: lhnc: ... Iano • ell'., to th. I'vht h • .,ln9 I IIdiua ef 41.00 rtet thfo"Qh • Clntu •• nQI. at , .. ,.cPt,-In lie d,.t.ncl' af 10.71 l.tt: thlnc:. Soyth 'P~lf4.-Weat • dl:at.nc. or 1D.Ol feU: tl\.nce MOrth lI-U'O.-... st • dlat.nc. of .nO.'O r •• t: th.nce ICorth 'PH',,-tilt. dlu.nc. or :210.00 '.at: thence s,o"th 01,),'01-.... n • cUnenet at 101.'' flit: thwnci South n-U'Dl-lilt. dhuncI of )'.GO hu: thlnce SOuth "'44'01-tilt. 'IH.Uncl ot 14.00 cut: U,,,nCt 'Q\lth lI-l7'Q.l- [alt. dlltlne. or "' .• 1 teet to th .. nut: polin or IICCUfHINc. UCt" the loutl\U!1 H.OD I.tt th".Or. -I", . r" \ . :.-~ .. :-.• r ,of -;w o • -,' '~~--~----------------------~~~~----------~~ ! j I . i .1 .~ r,; '\ !, ,:1 ,!j ~I\ ,It Irl I' I j I ~.----.. - mil DoI'lcrtrt 'on: tJHI.,T D (Th. lIo.d",,'" Tl\u portion "f th. I60tthun Quart,r or "_etlon U. 'ovnlhlp U .orth ••• nq. ~ 'lit • ., ..... hi the Cl tt or a.nton. lIn9 Count,.. Wllblnqton Irlnv wltbl" • atrlp al linG )0 ,.,t lD wlath bninv IS f.,tt 01 IIIC" wldtll on •• .:b .id. of tb. followhV dUC'libt:d c:tnurl1Dc: "-91Dnlno .t lb. &.outhuu cornu of ", • ..-orth"." Out1Ut at lh. Kartll ... t 0\1.11..1 ot .. Id "ctlon 11: thlirnCI Soulh OJ-CC'D" ~It '10"'; thl tnt lin, of the Souttl",tU Quarte. o( U,. Norlh ... t OUtrUf •• eil.unc. DC 114.1S '.ct: thin'" 'outh '~·Ol·12· tilt. cHulnc. o( l&.11 I ... t to • point an th. "'wat .uvln Dr •• nton Vill.V. PIIC'e f. CltT af _.nton at,.,t): lhoencr t!orth 01-0.'0," lilt .Ion, "id ...... t .. rvln I dl.Uccl of :11. II het. to thl TIUt' f'OIKT Dr IlUiltfNUtC ot th • • (o, ... ntlo ... wd c."tuUnt. the "Drth .nd South Ualh 0' the 10 foot urip .hl'I _llenO tD th. ".rv'n of a.nton YI"I;I Pl.cl; thnce 'olJlh "-t2'U· .... 1\ • dalt.nce 0' J)).Ol f'lI't: lh.nt'e .Ion~ I cu ... to th. 119M h''''n, • udiua o( .1.00 I.U thlou9h. etnIC.l .noll of ll'14'C~' .n uc dllt.nc. of ~O.!t 'Ht: lh,nc • .south U')l'U' .... at • dl.t.ncil oC ,2) •• 70 h,it't: lblne', .lon9 I cur'u to Ute ,IQtu h'.'r"" I rlCU". or tl.OO rut thlouGh. centr.1 .n91. of '7'44')" an ,,~ d.lr.nel or ct,., ' ... 1: lhlnet Morth ,11"7'CO' ~J1. • dul.nee or 111,H h~t: thine', ,'oa9 I Cui"'" to th, r10M h •• ,,,, • u«Uu. of 's.oa '.et throu9h I clntr •• In91, 0' 70']]'lJ' '" .re dlSt.lncl of '0.04 lillt.: thine, North 41""41' tuc • dlu.ncw of lH,,. fttt: tMncr IIDn9 • cur •• to thl I,fe hn1n9 411 ,..CSi". Dr lIe.oc 'ut thloU~h' c.ntlll .nllh 01 •• ·.'·1,· In Ire dut.nc. 01 n." c."u: ltl,nc_ Marth OO-,.'U· Will j [J11l.nee a' )0'.01 tift to • pennt on tn. 'u",~tI •• ,vin or South Ct."', "'_Y r. City ~tr'H) .Nl lht LeuIlD1.f' or U,,: ccnurlSnr. th' rl.,ht .... " hrt &UQ\n. 01 lh, lO 'oot "np 'hi" waunO L" ~I.I. South ""'lll'l of South C r '<'1 w'r" ".: 'j ·-,",T:"'._ ,. lLi:.U lUI' l1eLOrU ill Heyuts, " Harne ~4-.. Lc,skow AdlfJ1lS$ I r ~o~ ~ t... (,.q,J!.-./ W~ Y i !?4rt-hIh, ,tl1 1f'v)-r o • i ! i J I ) (j r--, c.::> = "I en = ~----ll----ll ~ ~~UI~- 20010 01009 After recordmg return to Paul V McCarthy, Esq LANE POWELL SPEARS LUBERSKY LLP 1420 5th Avenue, Suite 4100 Seattle, WA 98101-2338 CHICAGO TITLE ERS PRGi 001 OF 011 09/2712001 10 :~1 KING COUNTY, UR Washtn ton Stllte Recorder's Cover Sheet Document Title(s): Second Amendment of Declaration of Easement Reference Number(s) of Related Documents: 8612311880&9005161048 Grantor(s): 1 RV A CENTER LLC REF.# 5hJ1/f -0 6) Additional names 011 a e of document Grantee(s): 1 RENTON PROPERTIES LLC Additional names on a e of document Abbreviated Legal Description(s): 18.00 Ptn Lt C, City of Renton LLA No LLA-001-88, #9004099029, Ptns Lts 1 & 2, City of Renton SIP No SP 009-87, #8707069001 192305-9101-06, 192305-9001-07, & 192305-9023-01 100551/003518124837 .1· )7 .... SECOND AMENDMENT OF DECLARATION OF EASEMENT This Second Amendment of Declaration of Easement C'Amendment") IS made and entered mto as of the :2<7 t1t day of ,\'f".",f-eM.ker, 2001 by and between RVA CENTER, LLC, a WashIngton lImited habilTt'y Company ("RVA Center") and RENTON PROPERTIES LLC, a Waslungton hmited habllity company ("Renton"), successor-m- interest to UNIVERSITY STREET PROPERTIES ll, LLC., a Delaware limited liability company ("USP") RECITALS A Renton Talbot Delaware, Inc, a Delaware corporation ("Talbot") and Renton Vlllage Company, a Washington general partnership. entered mto a Declaration of Easement, recorded on the Kmg County Recordmg No 8612311880, as amended by Amendment of Declaration of Easement dated May 11, 1990 by and between Renton Village Associates, a Washmgton general partnership and Talbot, recorded under Kmg County No 9005161048 (as amended, the "Declaration") Renton Village Company and Renton VIllage Assoclates were pnor owners of certam property now owned by RVA Center and descnbed m the DeclaratIOn as "Parcel Bit The Declaration provldes for, among other things, the grant of certam nonexclusive parkmg rights on Parcel Band certrun nghts of mgress and egress over certam property descnbed 10 the Declaration as the "Roadway", all munng to the benefit of an adJoimng parcel of property owned by Talbot and defined m the DeclaratlOn as "Parcel A" All capitalized terms not expressly defined herem shall have the same meanmg ascnbed to them III the onginal DeclaratIOn B RVA Center and Renton, at the request of RVA Center, have agreed to further modify the location of the Parkmg Area and the Roadway NOW, THEREFORE, for good and valuable consideratlOn, the receipt and sufficiency of which are hereby acknowledged, R V A Center and Renton hereby agree to amend the Declaration as follows Release of Easement The property descnbed on Exhibit 1 attached hereto and mcorporated herein by this reference IS hereby released and removed from the defirution of "Parking Area" under the Declaration 2 Addition of Access and Parkmg Area The definitIOn of "Parking Area" 1S hereby amended to add the property described on Exhibit 2 attached hereto and incorporated herem by this reference 3 Substitute Roadway Legal Descnption IntentIOnally Deleted~ 100551/0035/8124837 -2- 4 No Other Changes Except as expressly provided m thiS amendment, the origmal DeclaratIOn shall contmue in full force and effect m accordance with Its ongmal terms 5 Counterparts This Amendment may be signed In counterparts, each of which shall be deemed an onginal, and all such counterparts shall constitute one and the same Instrument The signature of a party to any counterpart may be removed and attached to any other counterpart Any counterpart to which is attached the signatures of all parties shall constitute an original oftffis Agreement IN WITNESS WHEREOF, thIs Amendment has been executed as of the date 10 here first above wntten RVA Center: RVA CENTER LLC, a Washington llIl1lted liabIlity company By: By Name TItle SMG CENTER LLC, a Wash1Ogton hmited !lablhty company, its managing member ~ -L MIChae11dOffIY Manager AGREED ?'9 AS ~ il4.L .J-/ ,2001: TO FORM AND CONTENT ONLY ON LASALLE BANK NATIONAL ASSOCIATION (FORMERLY KNOWN AS LASALLE NAHONAL BANK), AS TRUSTEE, UNDER THAT CERTAIN POOLING & SERVICING AGREEMENT DATED January 10, 1999 FOR THE COMMERCIAL MORTGAGE PASS-THROUGH CERTIFICATES SERIES 1999-C1 By: GMAC COMMERCIAL MORTGAGE CORPORATION, a Callfornra corporatron, rts Master Servrcer WItness I005SlfOC35f8124836 ·3· c:;. = r- RENTON: Renton Properties LLC, a Washington linuted liability company HAL Realty III, Inc ST ATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or have sattsfactory evidence that Paul M Manheim, the President of HAL Realty III, Inc, Manager of Renton PropertIes LLC, IS the person who appeared before me, and SaId person acknowledged that he sIgned this Instrument on behalf of saId corporation in rus capacIty as President of the corporatlOn, Manager of the limIted lIabIlIty company, acknowledged it to be the free and voluntary act for the uses and purposes mentioned in this Instrument, and on oath stated that he IS authonzed to execute this instrument DATED &~ 4L; C:?£nl 100551/0035/8124837 Pnnt Name _-,"~--=~~=-=-_S_.~--.:.:..tVlS.!..=·:....-- NOTARY PUBLIC for the State of Washmgton, resldmg at ~fk, we My appointment expires I ti,'/03 =t I ·3·A· STATE OF WASHINGTON) ) S5 COUNTY OF 1:1 NQ ) Sdnd~r!5 I certify that I know or have satIsfactory evidence that MIchael Sfrfl60fl1IS the person who appeared before me, and said person acknowledged that he signed thiS Instrument, on oath stated that he 15 authonzed to execute the instrument and acknowledged It as the Manager of SMG CENTER LLC, a Washington hmlted hablhty company, managmg member of RVA CENTER, LLC, a WashIngton limIted habIhty company, to be rus free and voluntary act of such partIes D r the use and purposes mentlOned In thiS instrument ) ss 100551/0035/8124836 ·4· STATE OF fGtJ"s Y LIJ iJIYI /J ) ss COUNTY OF (P )tJI &/) rt'G~j I certIfy that I know or have satIsfactory eVIdence that tit 1,,-'/ if t71..A-YIfI IS the person who appeared before me, and said person acknowledged (hat he/she sIgned thIs Instrument, on oath stated that he/she IS authonzed to execute the instrument and acknowledged it as the V. P. of GMAC COMMERCIAL MORTGAGE CORPORATION, a Cahforma corporatIOn, master servlcer of LASALLE BANK NATIONAL ASSOCIATION (formerly known as LASALLE NATIONAL BANK), as Trustee under that certain Poolmg & Servlcmg Agreement Dated January 10, 1999 for The Commercial Mortgage Pass-Through CertIficates Senes 1999-Cl, to be hislher free and voluntary act of such parties for the uses and purposes mentIOned In thIS Instrument 1005511003518124836 ·5· EXHIBIT 1 DESCRIPTION OF PARKING AREA TO BE RELEASED DELETING PORTION OF PARKING EASEMENT IN LOT "C" PREVIOUSLY DESCRIBED BY DECLARATION OF EASEMENT REVISED EXHIBIT C -REC. NO. 9005161048 THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSffiP 23 NORTH, RANGE 5 EAST, W M IN KING COUNTY, WASHINGTON LYING WITHIN THAT PORTION OF LOT "C", CITY OF RENTON LOT LINE ADJUSTMENT NO LLA-001-88, RECORDED UNDER KING COUNTY RECORDING NO 8911139006 AND RECORDING NO 9004099029 DESCRIBED AS FOLLOWS COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID NORTHEAST QUARTER, THENCE SOl°04'08"W ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER, A DISTANCE OF 250 02 FEET, THENCE N89°44'02"W, A DISTANCE OF 7664 FEET TO THE TRUE POINT OF BEGINNING, SAID POINT L YlNG ON THE SOUTH LINE OF SAID LOT "C", THENCE CONTINUING N89°44'02"W ALONG SAID SOUTH LINE, A DISTANCE OF 5268 FEET TO A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 24500 FEET, THENCE NORTHWESTERLY ALONG SAID CURVE AND ALONG THE SOUTHWEST LINE OF SAID LOT "C" THROUGH A CENTRAL ANGLE OF 48°01 '02", AN ARC DISTANCE OF 20532 FEET, THENCE N41°43'00"W ALONG SAID SOUTHWEST LINE, A DISTANCE OF 68 89 FEET TO A POINT ON AN ANGLE POINT OF AN EXISTING P ARKlNG EASEMENT DESCRlBED IN REVISED EXHIBIT "C" IN AMENDMENT BY DECLARATION OF EASEMENT UNDER RECORDING NO 9005161048, THENCE LEAVING SAID SOUTHWEST LINE AND ALONG THE BOUNDARY OF SAID PARKING EASEMENT, THE FOLLOWING COURSES THENCE N61°47'19"E, A DISTANCE OF 16901 FEET, THENCE S05°22'27"E, A DISTANCE OF 5915 FEET, .' THENCE SOo057'31"W, A DISTANCE OF 21 95 FEET, THENCE S01°34'15"E, A DISTANCE OF 5015 FEET, THENCE 501°52'33"E, A DISTANCE OF 2132 FEET, THENCE S23°36'57"E, A DISTANCE OF 2340 FEET, THENCE S53°19'34"E, A DISTANCE OF 2340 FEET, THENCE S79°19'28"E, A DISTANCE OF 31 43 FEET, 10055110035/8124836 ·6· THENCE S88°19'22"E, A DISTANCE OF 3041 FEET, THENCE S73°12'19"E, A DISTANCE OF 3041 FEET, ------------- THENCE S28°14'45"E, A DISTANCE OF 11 71 FEET TO THE TRUE POINT OF BEGINNING IQ0551/0035/R124836 -7- ---------------- EXHIBIT 2 DESCRIPTION OF ACCESS AND PARKING AREA TO BE ADDED PARKING AND ACCESS EASEMENT THAT PORTION OF LOTS 1 AND 2, CITY OF RENTON SHORT PLAT NO SP 009-87, RECORDED UNDER RECORDING NO 8707069001, RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 1, SAID CORNER ALSO BEING THE SOUTHEAST CORNER OF LOT "C", CITY OF RENTON LOT LINE ADJUSTMENT NO LLA-001-88 RECORDED UNDER RECORDING NO 8911139006, THENCE N01°04'08"E ALONG THE WEST LINE OF SAID LOT 1, A DIST ANCE OF 242 84 FEET TO THE TRUE POINT OF BEGINNING, THENCE CONTINUING NO} °04'08"E ALONG THE WEST LINE OF SAID LOT 1 AND LOT 2, A DISTANCE OF 451 69 FEET TO THE MOST SOUTHERLY CORNER OF AN EASEMENT FOR INGRESS, EGRESS, LANDSCAPE AND EMERGENCY ACCESS LANE AS DESCRIBED IN PARAGRAPH NO 3 IN EXHIBIT "N' IN INSTRUMENT DESCRIBED UNDER KING COUNTY RECORDING NO 8612221311, SAID POINT LYING ON A CURVE HAVING A RADIUS OF 60 FEET TO WHICH A RADIAL LINE BEARS N75°44'14"W, THENCE NORTHEASTERLY ALONG SAID CUR VB AND ALONG THE SOUTHEASTERLY LINE OF SAID EASENJENT THROUGH A CENTRAL ANGLE OF 31°18'58", AN ARC DISTANCE OF 3279 FEET TO A REVERSE CURVE HAVING A RADIUS OF 80 FEET, THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 15°55'32", AN ARC DISTANCE OF 2224 FEET, THENCE LEAVING SAID SOUTHEASTERLY LINE SOo023'46"E, A DISTANCE OF 12521 FEET, THENCE SOo019' 15"W, A DIST ANCE OF 77 88 FEET, THENCE S86°06'40"E, A DISTANCE OF 7 83 FEET, THENCE SOo027'44"W, A DISTANCE OF 84 18 FEET, THENCE SOlo04'49"W, A DISTANCE OF 6370 FEET, THENCE S02°18'29"W, A DISTANCE OF 71 S6 FEET, THENCE S37°30'39"W, A DISTANCE OF 48 17 FEET, THENCE S18°47'21"W, A DISTANCE OF 38 07 FEET, -- TO THE TRUE POINT OF BEGINNING, 10055110035/8124836 -8- TOGETHER WITH THAT PORTION OF LOT "C", CITY OF RENTON LOT LINE ADJUSTMENT NO LLA-OO 1-88, RECORDED UNDER RECORDING NO 8911139006 DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT "C", THENCE N89°44'02"W ALONG THE SOUTH LINE OF SAID LOT "C", A DISTANCE OF 17000 FEET, THENCE LEAVING SAID SOUTH LINE NOlo04'08"E, A DISTANCE OF 90 00 FEET, THENCE S89°44'02"E, A DISTANCE OF 15000 FEET, THENCE NO 1 °04' 08"E, A DISTANCE OF 85 00 FEET, THENCE NOsoS6'56"E, A DISTANCE OF 1030 FEET, THENCE NO! °03 '53"E, A DISTANCE OF 115 00 FEET, THENCE S88°56 '07"E, A DISTANCE OF 19 13 FEET TO A POINT ON THE EAST LINE OF SAID LOT "C", SAID POINT HEREINAFTER DESCRIBED AS POINT "A", THENCE SOl°04'08"W ALONG SAID EAST LINE, A DISTANCE OF 29999 FEET TO THE BEGINNING, TOGETHER WITH THAT PORTION OF SAID LOT "C" DESCRIBED AS FOLLOWS COMMENCING AT THE AFOREMENTIONED POINT "A", THENCE NOlo04'08"E ALONG THE EAST LINE OF SAID LOT "C", A DISTANCE OF 26791 FEET TO THE TRUE POINT OF BEGINNING, THENCE LEAVING SAID EAST LINE N88°55'52"W, A DISTANCE OF 2000 FEET, THENCE NOlo04'08"E, A DISTANCE OF 12878 FEET TO A POINT ON A CURVE HAVING A RADIUS OF 80 FEET TO WHICH A RADIAL LINE BEARS N77°30'38"W, THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 31°40'35", AN ARC DISTANCE OF 4423 FEET TO THE EAST LINE OF SAID LOT "C", THENCE SOl°04'08"W ALONG SAID EAST LINE, A DIST ANCE OF 167 60 FEET TO THE TRUE POINT OF BEGINNING l005S1/003S/8n4%36 ·9· ATTACHMENT TO SECOND AMENDMENT OF DECLARATION OF EASEMENT LASALLE BANK NATIONAL ASSOCIATION (FORMERLY KNOWN AS LASALLE NATIONAL BANK), AS TRUSTEE, UNDER THAT CERTAIN POOLING & SERVICING AGREEMENT DATED January 10, 1999 FOR THE COMMERCIAL MORTGAGE PASS- THROUGH CERTIFICATES SERIES 1999-Cl, by GMAC COMMERCIAL MORTGAGE CORPORATION, A CALIFORNIA CORPORATION, ITS MASTER SERVICER, hereby agrees to the granting of the aforesaid Second Amendment of Declaration of Easement and agrees that any foreclosure or sale under foreclosure of that certam Deed of Trust beanng King County AudItor's FIle Number 9809031355 dated September 3, 1998, as assigned by Asslgnment beanng Kmg County Auditor's File Number 9809031358 dated September 3, 1998 and shall be subject to such Second Amendment of Declaration of Easement LASALLE BANK NATIONAL ASSOCIATION (FORMERLY KNOWN AS LASALLE NATIONAL BANK), AS TRUSTEE, UNDER THAT CERTAIN POOLING & SERVICING AGREEMENT DATED January 10, 1999 FOR THE COMMERCIAL MORTGAGE PASS-THROUGH CERTIFICATES SERIES 1999-C1 By: GMAC COMMERCIAL MORTGAGE CORPORATION, a California corporation, Its Master SelVlcer By ~A.~ Its Vide President STATE OF PENNSYLVANIA) )ss. COUNTY OF MONTGOMERY) I certIfy that I know or have satisfactory evidence that GARY ROUTZAHN IS the person who appeared before me, and said person acknowledged that he sIgned this Instrument, on oath stated that he is authonzed to execute the mstrurnent and acknowledged It as the V Ice PresIdent of GMAC COMMERCIAL MORTGAGE CORPORATION, a CalIfornIa corporatlon, Master SerVlcer of LASALLE BANK NATIONAL ASSOCIATION (formerly known as LASALLE NATIONAL BANK), as Trustee under that certam Poolmg & Servicmg Agreement Dated January 10, 1999 for The Commercial Mortgage Pass-Through CertIficates Series 1999-Cl, to be his free and voluntary act of such parties for the uses and purposes mentioned m this instrument. 100551/0035/852926 1 Pnnt Name lllf!2.68M f/:,5 t. 0 NOTARY PUBLIC for the State _ of Pennsylvania, residing at f q J ...... _N9tARw. J..I~~~~""'~.nt exwes: ____ _ r;w-:.TiNO! TI.lIn ~tMYl$UDlJc My ~ m~~t':"'" I~rr.ary Countv .... IV m ~ ~NoV.15,2lb - -~ · '. j l·a __ I~~.''!'''_'''~:Y' :."·:'~,",.c f ~, .... '\-.' , EXHIBIT ·C· " EASEMENT AND RECIPROCAL PARKING AGREeMENT This agreement ia entered into this 20~ day of August, 1987 between Renton Village A.sociate., a Washington general partnership ("Sandorffy") and Renton Joint venture ("Renton"), a Washington joint venture. SECTION 1; RECITALS 1.1 Sandorffy County, Washington incorporated herein Property"). 1. 2 Renton is County, Washington and incorporated Property"). is the owner of the property situated in Xing described on Exhibit A attached hereto and by this reference (the "Shopping Center the owner of the property situated in Xing and described in Exhibit B attached hereto herein by this reference (the "Hotel 1.3 The Shopping Center Property and the Hotel Property (collectively the "Properties") a~e subject to a site plan approved by the City of Renton (the "City"), County of King, State of Washington. 1.4 A map showing the parcels and the building layout aFproved by the city is attached as Exhibit C. 1.5 Sandorffy and Renton wish to provide for reciprocal parking over the Properties and an easement for ingress and egress for the benefit of Renton. SECTION 2: GRANT OF EASEMENTS FOR INGRESS AND EGRESS Sandorffy does hereby grant to Renton the following easements for ingress and egress: 2.1 Pedestrian Ingress and Egress. A non-exclusive easement for the purpose of pedestrian ingress and egress to, from and through the Shopping center Property. The padestrian easement shall encompass each and every portion of the Shopping center Property now existing or hereafter improved and/or available for pedestrian traffic. 2.2 vehicular Ingrese and Egress. A non-exclusive easement for vehicular ingress and egress to, from and across the Shopping Center Property. This ~asament shall encompass all portions of the Shopping Center Property now existing or improved and/or set aside for vehicular traffic 1pcluding driveways, streets, entrances and exits. ?~ ~ -"" oJ -_. -.... :-= l029.042.B.20.B7.CLP .... --J -=-.: -, c:D -' .., - -- :00 ... .., .... ;: r Co / --"., OQ .. -c , 1~1t"~r.:;~J~~:!!;:'.· EXHIBIT ·C· , , I Each ot the for.going .a •••• nt. i. for the benetit ot Renton, it. tenant., quest., customers and other business invitee., lic.n •••• , permit e.. and employ.e. to be used in common with Sandortty and Sandortfy's tenant., qua.t., cu.to.er. and oth.r business invitee., license., permitee. and •• ploy.es. The .a •••• nt. may not be modifi.d without the consent ot Renton, which consent shall not be unreasonably withheld provided, how.ver, that any new roads to be developed on the Shopping center Property may be developed without the prior written consent ot Renton so long as such new roadways do not diminish or intert.re in any manner with the easements granted to Renton in this Agreement. SECTION 3; GRANT or EASFJItNTS FOR PARKING. Sandorffy and Renton each grants to the other the following reciprocal easements: 3.1 Parking. A non-exclusive easement for parking vehicles on each and every portion of the Properties now existing or hereafter improved for the parking of vehicles, provided, however, that Renton and Sandorffy shall each use its best eftorts to encourage their respective guests, tsnants, customers, other invitees, licensees, permitees and employees use their respective Properties only for parking purposes. 3.2 Access to Parking. Properties for the purpose portions of the Properties for the parking of vehicles. A non-exclusive easoment across the of ingress to and egress from the no. existing or here~fter improved SECTION 4: MAINTENANCE OF EbSEMENT AREAS. Sandorffy shall maintain and keep in good repair the parking areas, pedestrian and vehicular rights-of-way And appurtenant areas situated on the Shopping Center Property,. including landscaping and lighting, and shall keep the driveways, sidewalks and parking areas on the Shopping center Property free and clear of snow, ice, rubbish and obstructions of every nature. Renton shall maintain and keep in good repair its parking areas and accees to its parking areas, free and clear of snow, ice, rubbish and obstructions of every nature. SECTION 5; MAINTENhNCE EXPENSES. 5.1 Sandorffy agrees to pay all of the costs and expenses of maintaining nnd operating those portions of the Shopping Center Property set aside tor parking and pedestrian and vehicular -2- -- , i 1 , (:Jl~;»:':'::,:,; ',;: ,'" .' ,j" EXHIBIT ·C· trattic, including put not limited to the cost ot protecting, operating, repairing, repaving, lighting, cleaning, painting, striping, insuring (including but not limited to tire and extended coverage insurance, insurance against liability, personal injury, death and property damage and worker's compensation insurance), removing ot snow and ice, security, regulating trattic, inspecting, repairing and maintenance ot machinery and equipment used in the operation ot these areas, together with all administrative and overhead costs and such costs shall be the sole Obligation ot Sandortty and Renton shall have no obligation to pay any portion ot said costs. 5.2 Renton shall pay all costs ot operating those portions ot the Hotel Property set aside tor parking and tor access to parking, including but not limited to costs ot protecting, operating, repairing, repaving, lighting, cleaning, painting, striping, insuring (including but not limited to tire and extended coverage insurance, insurance against liability, personal injury, death and proeprty damage and worker's compensation insurance), removing ot snow and ice, security, regulating traffic, inspecting, repairing and maintenance of machinery and equipment used in the operation of tne parking and parking access areas, together with all administrative and overhead costs. Sandorffy shall have no obligation to share in any ::;uch costs. SECTION 6: INSURANCE. The parties agree to maintain in full forCe and effect at all times policies of public liability and property damage insurance with respect to the properties affected by the easements provided for herein, naming the othar party an additional insured. Each party shall deliver a duplicate original certiticate representing such insurance coverage to the other party. The minimum limits ot liability of t~~ insurance shall be $1,000,000 combined single limit for injury or death to anyone or more persons and $100,000 with respect to damage to property. The policies shall be non-cancellable without forty-five (45) days prior written notice to the other party. SECTION 7 i RELOCATION Of PARKING AREAS. Each party shall have the right to relocate or rearrange the parking areas on its own property. such relocation or rearrangement shall conform in all respects to the laws and ordinances regulating the construction of parking facilities in torce at the time. Further, such relocation or rearrangement shall not unduly restrict the number ot parking spaces on that -)- -- ..... ~""'-'!" .• ....-...-.--...... EXHIBIT ·C· property or restrict the other party's rights under this Agreement without the prior written consent ot the other party, which consent shall not be unreasonably ~lthh.ld. SECTION B: BIGHT TO TOW. Each party shall have the right to tow troD its property any vehicle parked in the same location tor three consecutive days: provided that the party intending to exercise this right shall, 24 hours prior to said exercis., place on the vehicle a notice ot its intent to take such action end shall forward a copy of the notIce to the other party. \l)SECTION 9: DURATION. N ~ The easements to the Properties conveyed herein are ~continuous easements appurtenant to the Properties and covenants Nrunning with the land, forever binding the respective parties, oatheir tenants, heirs, successors and assigns, specifically ~including mortgagees and beneficiaries ot deeds of trust, and ['shall inure to the benetit of and be binding upon the parties, UJtheir tenants, heirs, successors and assigns. SECTION 10: ATTORNEYS' fEES. In the event that any legal action or proceedings is brought by either of the parties to enforce any part of this Agreement, the prevailing party shall be entitled to reimbursement for all costs and reasonable attorneys' fees incurred, including any costs incurred on appeal. SECTION 11: DEVELOPMENT RIGHTS. Each party shall have the right to develop any portion of the Property without prior written consent ot tha'other so long as such development does not restrict vehicular and pedestrian access to the ther party's property. RENTON By: By: Amin By: 405 By: President -4- -- j I.--... ·~----. EXHIBIT ·C· l 1 STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this d -;;ex day of August, 1987, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn personally appeared Amin ~lji, known to me to be the President of Renton Hospitality, Inc., general partner of Renton Joint Venture, the joint venture that executed the foregoing instrument, and acknowledged the said instrument to be the free and \'oluntar'l act and deed or said joint venture, for the purposes therein mentioned, and on oath stated that he/she ~as authorized to execute said instrument. I certify that I know or have satisfactory evidence that the person appearing before me and making this acknowledgment is the person whose true signature appears on this document. my hand and official seal hereto affixed the day and WITNESS year in the certificate above writte~~ / '--/-/(/~ ;.;:~:~'~~'~ --C->o.._"",. TARY PUBLIC in and fo~e ~~e of· Washington, residing a~ ...... -(~ My commission expires _/<..:~,=-+1-,-7!.:,-;. ___ _ / STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) ~,~ On this u day of August, 1987, before me, the undersigned, a Notary Public in and for the state of Washington, duly commissioned and sworn personally appeared Mehdi Lalji, known to me to be the Vice President of Renton Hospitality, Inc., general partner of Renton Joint Venture, the joint venture that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said joint venture, for the purposes therein mentioned, and on oath stated that he/she was authorized to execute said instruJllent. I certify that I know or have satisfa~tory evidence that the person appearing before me and making this acknovledqaent is the person whose true signature appears on this dccumant. -5- _. -j - \ \ I I ( l.~~.~ .. ",,-~-...... -~ EXHIBIT -C WITNESS year in the my hand and official spa 1 hereto affixed the day and certificate above written. _.--2Jt~~~! ifuiARY PUBLIC in and fbr the ~1j.e of Washington, residing at ~.( <~ My commission expires I). 11 \) .-I STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this dF day of August, 1987, before me, the undersigned, a Notary Public in and for the state of Washington, duly commissioned and sworn personally appeared Michael Sandorffy, known to me to be the Managing General Partner of Renton Village Associates, the general partnership that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said general partnership, for the purposes therein mentioned, and on oath stated that he was authorized to execute said inst=ument. I certify that I know or have satisfactory evidence that the person appearing before me and making this acknowledgment is the person whose true signature appears on this document. WITNESS year in the my hand and official seal hereto affix.;!ti \:.he day and certificate above writ~ .1 \~ /(jJ)J ~ c/ ! ,,-~ NOTARY PUBLIC in and fO,r ~e Sute of Washington, residing at~J:;~ My commission expires u/_ 0 i -."~' . --~. ". :-. -6- I . ~'. )-:..~ ~.)~ --,. :..,\ ;.,. "'" ~ . ~ / -- EXHIBIT ·C· EXHIBIT A The land referred to in this commitment is situated in the county of Kinq, state of Washinqton, and described as follows: That portion of Blocks 11, Earlington Garden Addition thereof recorded in Volume Washinqton; 12, 13, 14 and 15, C.D. Hill~ans Division No.1, accordinq to the plat 17 of Plats, paqe 74, in King County, TOGETHER WITH vacated 94th Avenue South, vacated 96th Avenue South, vacated 9th Avenue South, vacated 9th Place South, vacated 10th Avenue South and the vacated alleys between 9th Avenue South and 9th Place South and also between 9th Place South and 10th Avenue South, all vacated under Ordinance 2051 of the City of Renton and that portion of the northeast quarter of Section 19, Township 23 North, Range 5 East, W.M., in King County, Washington, more particularly described as follows: Commencing at the northeast corner of the southwest quarter of said northeast quarter; thence south 01°04'08" west along the east line of said southwest. quarter, a distance of 250.02 feet; thence north 89°44'02" west, a distance of 18.28 feet to the true point of beginning; thence south 61°42'59" west, a distance of 258.92 feet; thence south 00°02' 16" east, a distance of 248.94 feet to the northerly margin of Primary State Highway No. I, Jct. SSH No. 2-M to Jct. PSH No.2 in Renton (also known as State Road No. 405) as approved October 31, 1961-the latest revision being November 7, 1986; thence westerly, northwesterly and northerly along said margin the following courses: north 89°49'09" west, a distance of 4~.72 feet; thence south 83°23'09" west, a distance of 82.06 feet; thence north 89°54' 45" west, a di stance of 241. 66 feet to a point on a curve having a radius of 390.8 feet and having a radial bearing of north 17°05'13" east; thence northwesterly along said curve throuGh a central angle of 32°52'06", an arc distance of 224.19 feet; thence north 40°02'41" west, a distance of 150.00 feet; thence along a tangent curve to the left with a radius of 288.8 feet through a central angle of 39°58'00", an arc distance of 201.45 feet; thence north 80°00'41" west, a distance of 100.00 feet; thence along a tangent curve to the right w~th a radius of 109.2 feet through a central angle of 81°34'00", an arc distance of 155.46 feet; (continued) -- 1 1 \ i "~-"'"~"""" ..... ,.-. EXHIBIT -C LEGAL DESCRIP'rION, continued: thenclt north 88°26'31" west, a distance of 5.00 feet; thence north 01°33'19" east, a distance of 313.96 feet; thence north 41°34'50" east, a distance of 90.78 feet to the southerly margin of Grady Way (also known as Secondary State Highway No. l-L), being 100 feet in width as presently established; thence leaving Primary State Highway No.1, Jct. No. 2-M to Jct. PSH No. 2 in Renton and along the south margin of said Grady Way North 77°28'25" east, a distance of 912.78 feet; thence along a tangent curve to the left with a radius of 3,859.71 feet through a central angle of 11°14'08", an arc distance of 758.84 feet to a point on the west line of land described in Exhibit "A" of Quit Claim Deed under King County Recording Number 8208270355; thence leaving said south margin of said Grady Way South 01°04'08" west along said west line, a distance of 840.75 feet to the north margin of said Renton Village Place as conveyed to the City of Renton under King County Recording Number 5475310; thence north 89°44'02" west, a distance of 372.42 feet along the north margin of said Renton Village Place to the east margin of vacated said 96th Avenue South; thence south 01°04'08" west along said east margin, a distance of 60.01 feet to the southwest corner of said Renton Village Place; thence north 89°44'02" west, a distance of 48.2S feet to the true point of beginning. EXCEP~ That portion of the northeast quart~r of Section 19, Township 23 North, Range 5 East, h.M., in King County, Washington, and that portion of Blocks 13 and 14, C.D. Hillman's Earlington Gardens Addition to the City of Seattle, Division Number 1, according to the plat thereof recorded in Volume 17 of Plats, page 74, in King County, Washington, and vacated streets and alleys at'tached thereto, described as follows: Commencing at the southeast corner of the northwest quarter of said northeast quarter; thence south 01°04'08" west along the east line of the southwest quarte. of the northeast quarter, a distance of 250.02 feet; thence north 89°44'03" west, a distance of IB.28 feet; thence south 61°42'59" west, a distance of 253.92 feet; thence south 00°02'16" east, a distance of 248.94 feet to the northerly margin of Primary State Highway Number 1. Jct. 5SH No. 2-M to Jct. PSH No.2 in Renton (also known as State Road Number 405) as approved October 31, 1961 -the latest revision being November 7, 1985; thence westerly, northwesterly and northerly along said margin the following courses: ( conti.nued) -- -- EXHIBIT 'C' north 89°49'09" west, a distanr~ of 44.72 feet; thence south 83°23'09" west, a distance of 82.06 feet; thence north 89°54'45" west, a distance of 241.65 feet to a point on a curve having a radiu8 of ~90.8 feet and having a radial bearing of north 17°05'13~ east; thence northwesterly along said curve through a central angle cf 320 52'06", an arc distance of 224.19 fp.et; thence north 400 02'41" west, a distance o! 150.00 feet; thence along a tangent curve to the left with a radius of 288.8 feet through a central angle of 8°0~'02", an arc distance of 40.33 feet to the true point of beginning; thence continuing along said northerly margin and along said curve through a c.mtral of 310 57' 56", an arc distance of 161.12 feet; thence north 800 00'41" west,a distance of 100.00 feet; thence along a tangent curve to the right with a radius of 109.2 feet through a central angle of el°34'OO", an arc distance of 155.46 feet; thence north 88°25'31" west, a distance of 6.00 feet; thence north 010 33'19" east, a distance of 313.96 feet; thence :J.orth 41°34'50" east, a distance of 90.78 feet to the southerly margin of Grady Way (also known as Secondary State Highway Number l-L) being 100 feet in width as prese:J.tly established; thence leaving Primary State Highway Number I, Jct. No. 2-M to Jct. PSH No. 2 in Renton and along the south margin of said Crady Way north 77°28'26" east, a distance of 415.16 feet to the northwest corner of land described in Indenture of ~ease Modification and Extension Agreement between Renton Village Company and Chevron U.S.A., Inc., recorded under King County Recording Number 8412210417; thence south 00°31'47" east along the west line of said land, a distance of 150.00 feet to the southwest corner thereof; thence south 03°18'52" west, a distance of 151.44 feet to a point on the north line of vacated 9th Avenue South ·(Memphis Avenue) as shown on said plat of C.D. Hillman's Earlington Carden's Addition to the City of Seattle, Division Number I, said pOlnt also being the northerly prolongation of the east line of Lot 4, Block 14 of said plat; thence south 01°23'49" west along said northerly prolongation and east line, a distance of 156.01 feet to the north l~oe of the vacated alley attached thereto; thence north 89°44'03" west along said norti. line, a distance of 120.00 feet to a point on the northerly prolongation of the east line of Lot 33, Block 14 of said plat; thence south 01°23'49" we!t along said norLherly prolongation and east line and the southerly prolongation of said east line a distance of 202.93 feet to the true point of beginning. mt/9506q EXHIB!'!' wC EXHIBIT B !~e la~d r~:~~=~d to i~ ~~is co~~:~~~~t is s::~a:ed i~ the co~~:y o! King. s:ate of Wa3~!ng:on. a~d de==ribed as follows: -- Tha~ portion of ~he nor~~ea5t ~a=ter of Section 19. Tow~s~1? 23 North. Range 5 East.. W.~!.. in K:'ng Count:!. Wash:'::gt.on. a::.d "::"lat portion of 3locks 13 and 14. C.D. Hi11~an's Ea=lington Ga=dens Ad~ition to t~~ Cit:! 0: Sea:tl~. Di.:sion Nur.~er 1. accor=:nq to ~~e plat t~ereof r~corde~ in Volu~e 17 of Plats, page 74, in Kinq County. Washington. and .ac~:e= 5tre~t5 a~d alleys attached ~~e=eto, cescribed as follows: Commencing at. ~he sout.heast cor:>.e= 0: t:-.e :1ort~· .. est c;uart.e:: of said northeast qua~ter; th~~ce sou~~ C:Q04'OS" wes~ alcn~ t~e e~s~ ~:~e 0: t~e sou~~~es~ ~arter of t:ce nort:"least ~arter. a c:'sta::ce 0: 250.02 feet; the~ce nor~~ aSo4~'OJ" wes:, a ci~~a~ce 0: ~a.28 ~ee~; thence south 6"°42'59" west. a d:sta:>.ce of 258.92 feet; the:>.c~ south CC002'16" east. a distance of 248.94 feet to ~~e nort!1e::-ly ma=<;:":l of P:-i:nQ,=Y State ::i;-:-:· .... a:/ N1..:ir.be= 1, Jc~. 55:-: No. 2-M to Jct. PSR No.2 in "e:ltor, (also know:>. as State Rcad Nu!t'2::e= 4C5) as approved October 31. 1961 -~~e latest rev:s:o:>. being Nove~e= 7, 1986; ~hence westerly. northwesterly and nort~~~ly along said ~argin ~~e following CQ~rses: nor~h S9°~9'Cgt' west, a d!sta~ce o! ~4.72 ~e~t; ~h~~ce scu~~ 6JoZ3'OS" wes~, a ~is~a~ce of 62.06 !eet; :he~ce nc~~~ e;o5~'~5" wes~, a dis:a~ce of 2~1.56 feet :0 a ?oin~ on a curve havi~~ a racius 0: 390.9 fee: a:lc hav:ng a rad:al beari:lq of north 17°05'13" east; ~he~ce north~es~er!y alo~g said c~=ve t~~ough a ce~~=a! a~gle of 32°52' 06". a:-. arc c:"s~a:-.ce of 22"'.19 feet: t~e~ce no=~~ ~~0021~1" ~est, a d~s:a~ce of 150.00 ~ee~; t~e~ce alo~g a :a~~e~t c~=ve :0 t~e ~~~~ ~!~~ a =ad!us o~ 23a.8 !e~~ th=ough a c~~~=al a~gle o! 8°00'02", a~ arc d!s~a~ce of 40.33 !~e~ ~o t~e t=~~ ~c:~t of be~:~~:~g; thence cont:':-.. '..:.:':--.q alcn;-said :-:.o=~:,'!:!=:.y rna=;;:~ a~c:: a::'o;'lc;' sa~c Ci..::-.Je ::'1rouc;h a ce::-::-al 0: 3!.°57'5c 't , a:1. a:-c ::':.sta::.ce 0: :5:.12 ':e-!!":; t~e~ce no=~~ 6CoCC'4:" ~es~, a ~is~a~ce cf 100.00 !ee:; :~e~ce alon~ a ta~~e~: c~~ve :0 the ~!S~~ ~l:~ a =:~i~s of 1C9.2 feet thr~u~h a ce~:=al a~gl~ c! S:oJ~'CC", a~ a=c d~s~a~ce of 155.~6 feet; the~ce ~o=~~ 63Q 25'31" west, th~~ce ~o=~~ C:033'19" eas:. a dis:a~c~ o! 5.CO f~e~; a cis~a~ce c: 313.55 !e~t: ~~~~ce ~c~~~ ~:o)~'SO" eas~, a d!s:a~c~ c~ ~J.7a !~e: :0 ~~e sou:~~~ly =a~;~~ o! C~ady Way (a"so ~~cv~ as Sec=~dary S:at~ ~:g~va:! Nu=be~ l-L) be:~g 100 fe~: i~ wid:~ as ?~es~~tly esta~lis~e=; -- EXHIB!T ·C· LEG~L DESCRr?TICN, cor.~:':1ueci: the~ce leavi:1g ?ri~~r¥ S~ate Highway N~~ber 1, Jc~. No. 2-M to Jc~. PSH No. 2 in R~~ton a~c a~ong t~e so~~~ mar;in of saic Cracy Way nort~ 77°28'25" east, & riistance of 4::'5.16 feet to t~e nort~ .... est cor~er of lane cescribed in Inde:1ture of Lease Modification and Extension Agre~rne:1t bet~ee:1 Renton Village Company and Chevron U.S.A., I~c., recorded under Ki:1g County Recorci:1g N~mber 8412210417; t~e:1ce south C003:'47" east along the west line of said land, a cistance of lSC.OO feet to the southwest c~r:1er t~ereof; thence south C3°18'52" west, a distance of 151.44 feet to a ~oi:1t en t~e north 1 ine 0 f vaca tee! 9t..~ Avenue Sou:':"'1 (Memphi s Avenue) as sh.:>wn on said plat 0: C.D. Hill~an's Earl:ng~on Careen's Ae!di~ion to t..~e City of Sea~tle, Division Number 1, said ~oint also being t~e nort~erly prolongatien 0: t..~e ea~t l~ne of Lot 4, Slock 14 of said plat; thence sout~ 01°23'49" west along said northerly prolongation and east line, a c.ista:1ce of 166.01 feet to the nor~~ line of the vacated alley attached thereto; thence north 89°44'03" west along sa~c north line, a distance of 120.00 feet to a point on the northerly prol~ngation of ~~e east line of Lot 33, clock 14 of said plat; the:1ce south 01 °23' 49" ' .. est along said nort:lerly ;::>rolongation .... "1d east line and the southerly prolongation of said east line a distance of 202.93 feet to the t"~e ~oint of begin."1ing. • :: .... " . .... ';'. ' .... :~ ':::'., ... , ....• . >t, : .. :.,., ..... .. , ....... \. , ~. " ..... \,': .. ,': .......... : .. . ../ ... ~.: .. .... . ... "~'.'. '. '. '.' ........ :,' .. :.;:, .. : ...•.. , ............ : ...• , ...... . ............ .. ... . ",::~ .... : .... '. ~ '~:. ~' .. ,'.' '. "'., ..... ::, .... .. ..... :: ...................... :: •... :: .•..• : ........ :~: .... '," .. ....... ' .' ~""" ';'., ...... .. : ........ :.:: . .... , . "~' .. ..... .. ,'.,', ..... .. ·t . , .. '.: ....... , ..... . . ...... . ""-.. -.e ........... , ... . ' .. ".' .' ...... ~': . "" .. ';. .. ".' '.' . :'., . ... ....... : ... '.' " . ....... If ......•.. : .. : .,. .,. .,~ .. ' $IJ III:' qUb t(;}.&'7fP ,:.j ...... ::.~ ....... : .. .. ~. ;::.:., ... ;v~:...... Lo:' ~.'- i: L .4F-G'..4.G P~..rC~/-P"'/OA/..r :.'~ '., ~.' ".:. /V..".....,.. 'Lor L3-/Y€.J-V'L07"" 2::'- '~': P\vld.II Mo~.l.~ ... ueoi"isa'" 111. Vo.li.. 11 o'(Jlbes, hal ,rio, "'-c;c;ordt of I.l.RIo r~TII.Q 4dd.1I.hu~ Phhloa No.1 .. · ... cor4.4 lA Vol~ 11 of 'bu. Dlvla1.oA Ho. 1 '" 1:ICO'l"4111 Ln Volyal 17 of 'hu, rail 7to, head ... .. 1 Ib.r. por"'-o. O(:.,::ilOC:k' l;f .nd 110 • .F-oD •.••• \ll_ns £,aTlb&~'_ Carda" A4dlcLon TNt ponlon of llaclo,l 11. ll, h and 15, C.D. )1111 __ t..dlnatoD Thu. ponton of 110elo. l2, C.D. Hll.lau!.'. £arl,lqto. CUllt:Q "4lthlon . '"::,.. Coun". W .... d:hllon •• to,atbar w-.eh pGrtio ... :.of Y'1caud. 'th '\..,0.1.10 ~lt.. •••••• ha. 74, Il.cord, of Dill C4uuty, WUllb~ltoQ. '.Iethl" vLtb portloNi oC IC.lo, CoWlty, WUMqtOD, to'.'1\"'( .,lUl pantoM of vac;.aucl 96th " :1-, v1caf .. ,)'Ul 'lice l-oiwtR, 1M ~I! vacilled ille,. "'t ... ~ri 11th Av.-nllf:'South and'':.':.:. ot: vaclt.d. 'Coth .t.v,,,,,. So .. tb. v.c.tad "th "''''.Ut' SouCD, ~c:.t.d "'vcnul South, vocltld 9th Avenue South and the vacAt.d alley between ·~h, '·9ifl~t1ac. SO\ltJ\ •. :6lL '",cU'.d;··~'" Ol"dl~c. lon "fl' th •.. Ct'(·y of "enton ~nd '::'"b AVIRU. South. vaC~d""U,.~j: .• S.,th. v&catad 10tb Avanua South 9th AVlnul South an4 'th tlaclI: SouCh. aU vacaced under Ocdla.allcc. lO$l U\J\t poTt'on O~:thl .. onb~~t quutc.t ~ Secelon}-9. T'!¥ftlhlp 23 MoTtb. ~&. a~ n •• v,f,caUd a~}eYI be:tult:. 'tti:~.au. S4ucb uu1 ttb nae. Sout.h o! tbe Clty of Renton oUld that 'POntol\ ot Cb. AOrtll .... t. ,,\,Iartlr of S [ut. " .... J:n K1alO CourcY. \,I"hlAI~' Don ~t'Cl~\.T\y duerl~!1.M'.::. aAd, aha 'be.;,!,~!~:."dlllhc. South~d 10th J,v.Q.\I. SouUl, all v&C&lId Seed,on 19, To>mahi.p 21 tloTth. ).&" •• S E&n:, V.H. lit. 11~ COWltJ'. (ollowa, .... :. .:' .~. .' ::.' ..... ;: ~r OrcS.1,j.·aiic.:'10n oC u" C1.t),,:·"Of ••• toa 104 that. portioa. of ttl. Wuhlnt;ton, """rio particularly de'criMd III follo..,;: C_fldn, at t~"~~~'i~~ut coc~~/~( th •. ~b~·;hW •. ~rqlllrt.-r .~{·~d4 no~'~uc ;~~h;~~~:~"~::l;~ ~:*~:L;:: !:;:~~:t~~II~ii~~4~:~t.!dI::t, C-eadD.6 at tbl uot:1;hcut ~~ec o{ the 'outh_H quu'ur of taU qu.artlU'i U,enc. S 01 o.'oa" W ,,1'011.& the t.Ut lln .. ,pf .dd ~«! ... th_U q,,~t.'C, :JoUO\I5..'.. '.'/ .~'.' .. ;--.' nort1'lu,t !tua'rur; thence S 01 Oto'O'" W dOlla the .ut 11S1 'Of , .. U • 4i .. t.&IIC1 gf 2$0.02 lut; thencc'If~~9o~'02" W,:~ dhn,ncc.:.sf lIt.lll.iuti ::' :::., .. i~ .::.: .... :':~: ~:§"" .::"::":" .outblnlt q~Tttt', .. dlnllnce of ZSO.OZ fut; th.nce" ,9 "to'OZR W. ttlence S 61 IoZ'),-w • .I 4huI\CI of Z5 •• "92 hu;· •. '.hlOel S 00 .9l.'M,~"t. a ...... C~n' ar thol D;Orth~'1t c;i:!.~U' of the '0'lp.v~" quat'~~ of "'':-~ .I di,tIRe. 0' 18.21 fut to Lb. TR1IE POUT OF tECINlIJNG, thenu eon- dht;ancl of 241.'" [Ut to thl nOTtblrly IUtetn Of:.:rl~ry Suu tctab"ay .... ~. .ort~ .. t qu.:t:rte9··O~q:CI .~:·b1 01/1'01" W a1~ tJI"I&'t .. ~'s. of 1!::t4 tLnu1o, tI' 19 4to'02" w, .I dht..nce of 111.05 hit to a t~.l\t cu~e 110. 1. JCt. S5H No.2-It to Jct. PSII Mo. 2 In aentoa.Jllho ~o,:", lIS SUl& .• ,.' lo~at quar~ •• 411~c. of lSC.C2 hetf.:~t"I&QcI )l·":~~'O~~·W, to the r1&.ht N-viUI I rAdius of ltoS [lIt& thence nonh",utn1J 1101101 ::::.!:~ ;~S~9::; ~~::::d ~:~:!~~,l!~t'!:~!':~; !;:e::ii=;;o:l::~~~i~' r:~&:~;;.~~:l:·!~'!::1 t:~I~:~Ef:!~ t~~~~~~~: ~~ i~;~)~U~:t~h~:~:~1 a N c:~~!;~oo~!7 :f d~:t:~::Z:f ~1:~~ :!:~II~:e. of ... r,l. thl (ollololhl <:0111''''' It 1'·""0'" W ... dhtoUloCt of ",,:Ii·t •• tl ',:" 41ft_c • ..if 2"'1.'''' '1It.·tO thl Aort", .. rlr·JiiU.I1#·or rt'~ St..t.e ,ao •• at C~I to the rLabt havLal: .. radL ... o{ Z0I05 , •• t, t. .... AC .. AOnhl.:l), thence S 13.023'09" W. a. dhulici of 82.0' h." tb"',tt 11 U°,$4'U" W. • ..: KtlhW.7 to': 1 • .1ee. SSH.;~. 2-" to }t:t.. ';5); 1IQ.:"~ Ln llnl4ia (aho dODI add ICUrvl throulh ~ cUltnl &11£\& of "1°11'18", iU1 ne d1.Uncl dht&l'lct of ZU.66 het to. point on a Sur-v4 havial" ndLu.s of 390.1 .... kAOUft M'Scat. lollca Ho.··,OS) U ~~ovcd Oct~bft n. l~f{-th. hu,t of 176.12 flUi thencI J! 010)S'52-w. a dhu",~. oC 13.a tUt to .. het an4 huh,. UdLd bu'CLn, or s 11 O)'U; "; thanc. oonh"enu·lJ ·:· .•••.• :rOVL~~..;;. bcLR£ ltov~., ... .: '.1916 •. J;ii.ncI .,tl~tly.,notlb\l~,tU1y .. nct ..... ~-\· •• ·.~. point on the touth 1L~~-o("~~ clllcribcd La hu .. co Sundard 011 &\on& sald CUTV. thrOujl,ho• etDtr.al .nlll of II SZ'O''', ... .arc dhta.nc. of .~.\bU'l, a1-., ... teI a.r,ln tll-,;fono~Lna:·tolll''''; J!·.h 4iI'0~'.;·lf, ·: .. !=oaploJ' ttf CdUorn1.~·d .. ted J!4'ua.1:7 21. 196<0; th ... el M .,oU'll" E. llto.U heti thence M 40 02',,1-W • d,itt""ce of 150.00 'Olli thence .a\onl • clliu • .a.ce of .".12 h.ti th~(lCa S IJ 2.110'" w, a ~l.t&o.c.,·6[ 12.0& .1~~1 uld lOt.Jtb U."" • 4i~.nnc, of 10.09 fut Co ttl, .ouelleut & tlll\,lnl: t~TY. to U. 1.efc "Lth. ndl"1 of 111.1 fnt I:hl'ou,h" cIRu.1 f •• ti elll.c::e K."~5"·IoS· W.:':l· dlluoe ... 'of ZU.U.le.t t!»-"'a point. On .I cO"~r of nld L.n·4.:.~.~I' .. cc.:9 0011'101" W .101\& tbe. .... t Un. of Ulah 0' 16 U'l,,,, a.n ue: 4htUlC. of 111.'6 f .. t to Ole nut 'OIIlY Of curv. b&rt", ~.:~~dlu, of »0.1 (eet .. and havln&.~·ucSi.,,'I: burinll: of .. =-'-":::. n~d·.Ian4; .. di .. '':Uice ·oL~1..11.U hat to tb. 10ut.Mdy &&TI1n of IEG11lIflNC; thenee c:onCbn,b, Alon, ",id northerly .u,Lo6 _au,,"17 .lODI S 1)°05'1]" WI I:.bWlc.e IW!'tih"utor1,t. alllll, ,a1~·e"rv.:.l:.hroulh • i.-tral :: et-.a4.r Way (d,ab ~ ... Seeo.d.ry SUli HiplI .. Y ltd. 1-L) wb,; :~:;!:::1!f d~~;~!:e;e:~~:b!:::u:h 1~0~~~!~~\,~n:1:i:!~~ ... ~; 2::0.~ :!:tl :":::t:!c!2::2;~:~o~ a:~~!~ :;:~?:\:!& 2!";l!I!::t~~~:D~; :~~~~;~ ~1" w • ~:: : •••• :~¥!~;:1;.~.~~!:~h':;J~~I:n;~'2:~~:~li~h:d!i:~';::: :;r;;;;~~~';!!t thlnca .alon& a UllicAt C\,l':VI Sf tb. rl~t ~v1D, a ndluJ of 1.09.20 feu "lth I udiu' of n •.• Cut tbro~ .. II. c:s.~ti'.al .aQr.~.e of U 1~:.U;, to • t"""IDC curve.~ thl lift !\,td.~,!,~ :Udlu& of 1I6~.1l feetl thro~,h .a c.ntr.l UI,h o( n ]4'00", .l1.li IIrc d.L •• U.a~. of 1SS."'6 f .. tl thlDee a.n .ar~ 41.~c. of n.96 fll" thQ~"·~v1.n, ui.~ __ reln, 1f.1to U'2?" t, tlll'nc:c ...• 1oaa 1&1cS.,&:..rve tM'~,b • e:ao.t"C·ll·· aG6l~ of 11 140'0&-. 1.11 .~:. :fB~1i~~:1;e~~i II t.:!!~:a:e lo~l3~:~~_f:~t! ::;:ad:~:'~l"~:~:" f!;t· t:L:~:"C:' :.:~;t.~::c:f 112~6;~.i:~tt t:e:~:~!~ ~~'~~;.!~ ~:~.~~::~ b!~~!;~~ .... ;... :~::t.!:"~: ~r::~ .~/~~~~ ~1: 6~~ ::.:h:~~~~~:1 c:~o;;n:.corrl~, •• :: ..... 10utherly ... r,lQ of South Gnd, Wily (.ho .. .mollR .. SiconGia:y .. SULe vuurly t:J:',lIOLlDo. and ebl iOuth U~. of had dllc:Tl~d 1n 1u!. to .:::' ~~. 120I2701,)'. LhlDca le~v·irra:.I.~.l .• ·~.tt\;.~r'll\ oi" .. :~adJ \:IIY, .. :F .' K1,bW3Y Jio. l-L) wine 100 hct 10 "ldtll.·.s preJtAt1y utabihbc4i cMac. St&Adard 011 Co-puy of C:tlUornh datld J&lOUary n.l9h,. If Ii ZI'1l" E~.·· .,. 01 010'01-:;'." alone; uld vut 11nlr •• dhtanee of 1100'.7& fut t4·.· luvlnt. hl.Juty Sc..c.. Hl,hv~y Ifo. 1. J,,~: Ito. Z-H co Jct. PSit ta::,Z 1n a 4ht&.Dc. of Ut.Sl hltl tb, •• c. 1u.vi~ n1d lDuth Hll"·;:'08~3.1,.·.4'1'··": .. :.·Cb. liIo~ • .iiu:,lll .(.,Rmtoh'YU.hlt . .rJ~c~."'·cOllve7Id;:~0 tbl cl.Sf .' '.ntoR and .10Re th. ,ouLh _T,la of . .i~ld Sout.h CT"ji)' W.Y 11 )7 21"l'" E, a dLn.au of 111.11 faet Lo tbl .0"thul7 ... rc11l of Cr.dy Way Clho :,' of "D~P \Onder I;1h& COWlty Recor4Ln; ilo'. 54)$110; thence It ~ .. .to·02" 1f;" • dlltanc. o( toU.16 fut. t~ca~. \!ivin, u14 6~~b·.r.l.1 -ar,Ln ..ad::. 'kIIo1ln U S.cond"':r)' Slat. Hl,b".y Mo. 1-L) bllq 100 f .. t willi" pn •• iltl,. :i:' • diJ~.lJI.c. of .~11."2 feet ~loo, .. !.~ •. ~oc'h -ar,Ln .~'''1d a~.Qto.. .,:.~' alone the vue lUa of lac4 d •• c't'lwd 1n 1 ..... t .• · StllIUf,oiy!S OLl CG.IM}I.)' u""blhb.dl ColIaDc. IIOrt.h.uu'rly &100., .dd loutharl,. "1',1 .... n028' 26-E. ··.·.~~Lll'l '1.15e:.l:o ehe el~~ .•• r'1p. of .::y.c .. Ud ... l~·,Uth AV~I South,:.- 0' CdHornh dat.d J&nuuy 1l..,t;6.to. 5 000ll·.47" E. II dl'st."e:1 o( ':. a 41at&l:l.c. ot lto11;.O' h.t to tbe urtb.uc. con.r of l~ 4uerLbl4 C.~CI 5 01 ,,"'01":' V.1,qn& 1114 .... t •• t,l", .:llIUIIC •.•. of 60.0t ::.' ~:~~ o~~~::r; 5 t:j~' ~~:L::-:t. di~~:~e o!f '~~~8t·~!t~b;:::~·!·;~~S~~~~ W. ~~0::1!h;·::t 1:~1::·~a!!1~L~,~::7:1~:~!1!~~~~~ 1~";::: :., ~:!l ::~;: :':;0::, ~~!' t:h;~::~:~~·i .:::;!l:.:~a~:n \~!"i~~= ;o~; O:h:~~~lJjC. :.!~~'~~:c~f S Z~:o~;, !;:' :';~~I:~:t:n!~O.~'~·~~.~; ~.:~~·ra~~:. 0~~~''1:' ~:~ C::':O:!lIl~:. d:;C:~~:~ ~1\s~:~~:·:;ll~~~;C;e!t:9:!:~"1:"via& .::: •.•..• ',., •.••.. ~:.' .. :::"!' . . ;,:,:' ,om or .EG,"",NG_ .. :/. . .'::.... .,/ ;,/' ···· .. ';~!~;::;:]!;~~:!::~E .~1:;:::;;~~:;~S:;!:~:!:~!~f':,~::-. . .. :.: ... " .... :.::. /.:.::., .... • ' '~:_:_.. :" •• :' ;LIfo Itc dht).ace of 116.11 fuq tbonce 5 U IIl'OO" E, • clinaace of 201.U ::. :: ._·.~ut to a t4bf. ... r cIOn. to tbe left "' .. Lo.& , 'ncSl". of Z45.OO f •• t; . ..:.' .... 1· 'tbGCI .out~ .. t.''1'17 .. l.o~ nlcS curv. tbrO\l&h a. e ... ua1 &.O&le of 4100l'OZ-, . ' .';~ -:: .. :-'" .a axc 4hUACI 205.32 Iolt, Uao.ce 5 "o44,'OZ-t. I. dhtlAc.e Df 111.05 ~~~~;~ii:i2~~.,:~:s~:~~·::'!:·~·::~·:··~':~:~.:) DO"CU ••• C. ,ua:r"erl th&.a.ce S 01°61'06-Ii .. tolll th •• en U,.. of •• 1d·· •.• :~ . • 0 .. U.""lt qu-azte."C, • dltC..llce of 250.0Z f •• tl thUlCe " 1904,,·OZ'· W. ::. ..... ._:. ;r. dLat.ncl ot 11.:11 f.ltI thone. 5 'lD"'2'S9~ W •• 4LatUlc. oC 1)8.'2 ..•. .: .......... . f.dl tbeGCO 5 00·01'1'" I •• 4ht..ou::. of Z48.94 f.e1: to t.ho GorUUlr1,. '.:. a&.Tlb of rrtaaT}' Sute HLp .. a, J60. 1 Jct. SSM No. 2 to'Jct. •• 58 Mo. 1 ':::'. "~"~ !"Ma~:~::t (;!~a~~1 $~:!:'::d '~\9:~~) t::II~:p:::':r~t:::r n!!~~9n-•. ::::; •• : ...... _....... .= _nerh 1101>, ... U au'lt. t .... foUoll1.a.a coUS' .... 11 .,0""09" W, ;.:!;t;:::: II ":;1~4!:~~1 W:h~~.:.:!:Z!~ O~~1~66· f:!:~:c: ;!i:!-:: • CIITV. un ... rl.41_ of )90 •• to.t.· &Ad hAvl .... udLa 1 bu-rLq at ':":1; . :: ....... ::.: ...... :.:.:: ':'., :: ................ . :., .. ' .:' ~ : ;:-" ./~: ~. ":"~: S 1.)005'1]" \,II U.IOI:lI nortb_.ceT1, d0"'l .... 14 eu.rv-CbXo\f6b • cCAtr.1 .0.&1. of ]21152'06", all ace: 41,L&I\C'I of 2Z4.19 fntl tbeac. K 4000Z'41" W, • dht_c. of 15(1.00 f.etl thl.oea eloae • c_,.llt c::urv. to u. 1aft .,lth a (.41 ..... of 111.' f •• t tlu'0u.eh I call:tr.l &.1111. 01 160).5' ]6", all a'tc diatanc:. of 81.96 fe.c, theAc. 1o.v1ll, edd __ XILa, It 1/Io\1'Z1" I, ... clt'haee of Z"S.IS feltl rh&o.tc S )0000'00" E, .. dletuc. of ".00 .. -.... , .......... ; .... . f .. tl thuc: .... 00°51'26" E, • 4hUAC. of 116.1" h.c; t.bCAeO 810Al tbe _.ur1,. .xl •• lo. or 1_4 cluer1b1d, 1. 1 ..... to Sc.a.n4aTd OL1. '-palIJ' of CallforoJ.. d .. ted J..n ..... ry 21, 151''', II n OZl'1J" E, & dhL&o.cI of 12.11 tan to tbe 5ouu."e,t con.c of add bad, edd COrnel' .150 bdQl, th_ nut POINT or 'ECIMlIIMCi tblace 11 000]1'''}'' W .lcto.a tohc _&I: 1.1". of bll4 duerU'"4 b .ald l.u., • dhtaace of ISO:OO f •• t to the &outh1r17 .:.:: .......... .. :::::.' '.: .:.:, ·:··1'· :~!.to.l~~ ~::y v~:~ ~:l;:e::~y ·:I!::~~!!' S!:::::L~~~E2~i.:-~) . aloll£ uld 'outhot:rly -"'Tdll, a dht .. c. of 150.00 hot, tbence 1uviQ& ,aU loutberly _r,LII.5 00011·to7" E •• 411t.aace of 111.11 t •• t to tl'le ,outll lUll: of hnd d •• albe4 la, •• ld l .... i clle.aca S 890ZI'18" V &1011& &&14 .out.h 1b.1 ... dhtuw:. of 1106. n fut to t.he tRUE IOINT Of )£ClIftIIIIC. ""RSTAD LCONSULTa .. n R~::~~~.~/~:~ .. :<: ~' .• - CIVILENGINEEPI,. LANO SUPlVIEYOAS LLA-Ool-8a ::".-. I ..... ;. Lor L/A/,E' A.p.,/vsr""""f~ .... ~:.:6 GOIlltJ-I-l.)l ~.I. .. ;:'.: .:.' '.' ..... ......... : ;'., ~UJ//I?~"'t b9-~7 A . ::. { . .,' ...• . :~:..: .. ~ . . ,' . ~.:::: .. .:'. ;.::;':: ........ "':::. ~. .' ~i' ':.::, .. I ::.,.. ..' .. , ..... ,/;: .. "'::':. ". ~ '~" , ... .,~. ..' . £.~ ......... ~. .:' .•... _ ............. : ...... L"""dAl-<-...... .P~.sr-c".,/p=--/O.A/..:r ::"~~:._ :: ..... ~n;~:;::j':_'"'~:~:~)' ,/~:,~~,~~~:~~~:.:==~~~~,l:':;'~, a"n" .5 tau. 101. It. in I<tnt: Countl. ~uhlnc.'ou. iIIod·.Wt pornoo DC .-:. llilln,e.:5 EiIIn. W.tl ... ·ln ).'i:n~~(oune)'. \/ashlquil ... ~od thU<eortloD rtf 11101;1;,1] al.4 1,. o~ C.LI. HI.ll;;.ln's Euh.ncton CudeM:).ddltun to ch. ;.... J1o~k' 12 of C.D.::·il1nCW\·.:.1;~J'llnL.'OLo Card'nt. ~cljl:l.on co't_ ~.ttJ ~ur of Snuh, IIH'HiPII ; . .).1. <lccordtnc. to the pht tkr:(~of recl'lr~ed ., .. , o(Se .. Ule. DlJi,l.on No.1. ,e-cordinl.: to the ti~t tt.,ti-eof ncotCied OL.P Lor :8- th&t portiolll DC chi norchtut qu&'tter of Sudon U. Townshtp 2l ttorch, k.&n,'11 S tue, II.H. in ):ill& COWltl. Wuhln,ton. &nd thar portion of Ilacks 11.12.h "Ad IS of C.O. HiltD&n'l hrlin,ton Ca.r4cn, Addition' til the. Cl.t)' oC Suttle Oiyisioll No. I, &CCOr41n& to thr. pht th.nof r.corded 1" '0101\£;1, t' ot '111.1. I"&C' 74 &nd of V&Cl.ud ItT.et" uod I.)'I!Ys uhche.( ehtuto, duedbed &S {ollow,: ~;:';:~:~d!:C;~b!!;a::.t=;i; •. :~ ;ud ,,;ac;aUd st\,Uh ~."I ~lltr.·.~~",·J ... : .. ~·:e;:~::~~:!.~1::.(0:~~S~::4 4nU y~~:;.;.~.~:!?e.~I~(·.nd .l~;.' ntlo"heo Co.,lI .. cl"C ,l.[ the lio\lth .. ht corner oC the northuut quaru:r of ,iII1d ::.:. CGCD.nc;.n~· &t. the 'ou,~~" cOTTIer .. :;;; the ftOc'~""u. qU&~i'~T of uld ......... ~eneln' ilt the .0ut.»\HIol. eOnlll!r of thll: nont,weSl qu~rt.er of uid nOrLh .. .ut qu.utet; thence 5 lllDOIo'OI!lN lJ dOli' tbll! "Ut line of the . ···.aqnh,nt qUiiltUrj tJ!,Auc. 5 O\oOIr~~I" W &l~',' tbe .. .u~:'ii.ne oC .tM~··· ., ··•• ••• lIor'h ..... t qUlrtn. tho;ic. '5'0l:~Qto'08" W &101lS th .. cul line of the Jiouthwut q .... ruc oC the " .rtll.eillu. q"lill;ter. iI (lhUnc:e of lSO.UZ (",.t; iO .... uh;.st quilU"r o( th. DDrth~.' qUilrtcc; iI (lhU.~.'" oC :tSO;'Ol ( •• '; • ·ltou.thwt.t quarur o(.:(h. 1101"",;"." qu&rur. & Clilt"nee of 150.0~ fcll!t; l::hl",:1 ".9°""'0)" It., ;\ IIt,tanc. or 11.21 Cec'L; tap.nc:. 5 610101'.59" 10'. Ullne. S 19°"10.03 .... ' ill dht.~. or ]Q.QIt reet to J:.I\. It'1.1':·'olDt oC thi-qc. N 19%to·01"·I:~." dhc..j.Ac:. ot ll.n !cat to thl Tr"e I"oint or & dlsunc:e of 2)8.91 fect. tbellce S 00°02'16. £. ill 4ht&oCII! of 11011.910. ..,1Mlna; &iilld;:+~ln~ bt1n.t.·,ii\ll. soutb~~'lt cOnlu·: •• f SOu~h'Jtcnlon .•. _'.:. 1.,i.nn1"IIO tblnC! S 6·i4.~:)9·· II. iI dht~e •• C IS'.n fc.et; th~nce feet to the nonherl)' 51UCln of PrlDiilrJ 5uu Hl,tt"."y No.1. Jet. VUha. rll.ca (6/l·.J .... t "utl .u conmd t.O th.·Uty at lentoD un(u'" ":'. S OO~Ol'U" t .... ·dhtl.nec·DC 2U.h hot to thl! northerl)' "U,ln oC 5511 110. 1-); to Jct. I".SII '"D. 2 In IUlto .. (.~ho "aoom I.~ ~tat. ~o&d IU.Il, C_t, ".c:Ord,~;·Joto.: .. )IolS110 •. 1h ... ca N I'IJ .... ·O)~~:·W. & dllt~ ::'::. Pn~iy Stl.t~·ti!.&.bva;:N~ 1. Jct. 5S11 Mo. 2-H to Jet. rSH No. 1 ln No. "OS) iIIi ;approved Oc:tobe" 31. 1961-the heest "",vu\on blu", of 567.1" !eee to • po!.nt on l::h. ~;It Un. G&·~&l:cet:J ... 4U.CJJ.HCI ..•.• Jte'!t.n hha-'kno_ .. $'t&U ao.CI No ... 05) ill &"prov,d October 31. 1961- 100wenbu 1, 19&6; th."ee w.Uerly. lIorth"cuelrly and naUIo'rl), &lolll; In Oechn.tloo of &aICAlnt (ilcw.d~~r .• n4 r~l'kill' fur,aenc) und~ ·tn"·lilt.,~·ievhion .1i~lnt NoveDber' lU6. thence wut,rlv and uld o')r,,1n thc fo11ovial:. c;ouruI: !II 890 .. 9'09N U. I. di,t&nCl or "10.'2 lln.c, COld\ty heotdint No. 1~1231llla{·:r.f'..t;n'ce nOl;thr,tly ud .. ~;terlY nort~_!'oiC1Y iII\on~·:.i111d Du,~.,-clie·lon_~. ~o\lnu: .;. teet; th ... "a S 11°11'09" U, I. 4LstlollCc of U.06.:(Cct; thinCe u ayO iIlo"" ut4 eu, line I.IId north 11nt the lollo"lna CQ;uCltl: N 1lO~1l·4}.~."i 11''' 4?·09" w. & ,shullc. W'·IoIo.71 fe.tl thanCO:S Il"'n'o,-", a .... '.~. 5 .. • .. 5 .. ~. a dhtancc: or 2,,1.66 fut to & polllt~·on·.·CIltr.ve ~"ln, a ill (luu.nee o( 2"91.90 fe.t. thomcc S ,,041o'll-t: ... 'cUltiince o{·25·.l1d· .' dlu.me:e o( 'l.Q,·hetl \O.;'ce N 19054'4S-W. a ,;{u.u .. e:e of 2101.104 •• :.' '::.:., ~~:!~: :!r:=:;:t!;~; ~~: .. :iI:~~: :u~:l:~r!ji~t:te:!t~iII~·'·~i;~~:.{ [. !e:;il:~~~'wil iII~::!l::~: ~~r:1I. d~~::O:~ ;~r!!~'~O a!:"~t.'~::~~:rl'1 .1:":' !~'::~~:l a b:-~~o:f aN c~;:~;s~}.~~;"~~:~~~;t!~:~:~f~t .~:~~,.~:~;~ . .::" '.' l2oS2·U6".;lfl ... rc din.nee oC 22".1') h~f1' tt'lenct. JiIoUouZ·"l" ~;:':. pr .. lontuion. & dutl.IlCI oC 171.U futj the nee N Ololl:5·jro:I;. .... I... .. ••• :. ...:cur"c 'hl'O~'h iI eentnl ... "" •• 9LH~Sl·0' ..... ~·.n uc d1.~&nC. Of.p".19 .,~ .:.,:' d1,u~ce of 150.00 (.et; " •• ru:. alonl ;I:t..",eot curve to th. teet .;utll. dilu.nee o( 10.11 Ceet to th. ,outh ... " carnllll: of h .. d hill.,d t.J ..... .: Cut; th'D~a ~ toOOfU"Ilol" w. a dht&I1.!'i·b't·lSD.OO CtcC. thPonc .... lon' a .' it UdlU' of UI.I CUt tbrour;.h & call.l:.tU UI&lc ot f;~~:0l'· • ..,. ItC '::. SUl\dillrd OU Ca.p.a..nJ' of CaUfor".l.iI d.,clrlb.cI. 1ft lrutr"",.nt und.x • .::.' ua,.n~.~uf"" e.o.:ih. leCt .. ith A Tilldiou of 281.' f~i<' tlU'ou~"a cent.r&~~: dhunu oC 40.Jl htt '0 the Tru. l!olnt or 1e1i.~lnCi·.'ltu!nu con· :: Audltor's FUI No. 5151171 r.coxdld July 7, 19611 1n ,"olom. ;ZOl of '::' •. &nclI.:O( .°00·,1", I." I.rc ~j.JI.~ee·e~;IoO.33 het t.d a poi~'on thr. .':' !~:~~:~ :~o;~o~~!~.~r!:e!~! ~~~~~~:n:f 1I!:~~ tl~:.~~r;:::::o~'~o:oo.:::: ~::'::~c.!&::d 5;;;t,.~~:!!' a~f ~~:' l;::t~~. ~:!i~~~:" e~~:::: ,I.lOnG . :~'!~~~l~l~:~·~~'~~~n:~~:h~a:~\.~~:l:~o':~o~~el~::~:::~ ~~a::~::l>1i1L .. I" IJ. a "'!stl.acc of of lOO.Oq .. Y·ut! tilf!nce .~lo", & unl';'~ curve to :! ;.I nOll'll" E. 11 ahunce oC 21l.6S h.t to the louthout eoroet' Dlvhlon No. t·r.tb.nee ,. OlAU'''109" E &lone ,&,1.4 10UU,!i1.y proloR,G.i.tloll the niht u1th. rl.dlus of la9' • .2 het thro~b it central thUc oC ;.: thereoC; Ulanc.}II OO0.)l'''}" \/ donG the e,..t line thcnof. & dhu.ne. uld cut l1oe·.'III~.thl north.el, prolo~'Ati.~Il·of u.).d .Ut U~~;'& 11°14'00", &n:nc dLlune, pf 155.46 fut.; thence Ii U~h'41 .. 1:. I. ~. of. lU.U hct ro th« aouhcut conn thenof; uld cornat' lyiQ4 dlstanca of 201.tl.(~ .. ~.t\~~~.a.~.'(th l1n~.of thl ,...,ened &ll~r au&ched lSllunCl.! or i.OO feet, thpiec It 010ll't" .. t. ~ dut~~'o oC llJ.96 .:: on th. lo .. thnly _r,ln oC Cud, W&y (lIlaQ'~O~ ill' Sccond&r1 SUet th.utol th .. nc. 5 89 .. ,,·b) [~.{'b", uld .... ol'th 1 .. 1"'e, & dh~~e. oC hCl.~ thence It ,,\01"'5~:: t, & dU(uc ... ··af 9U.}1I h,c'to the sO\ltliCTly __ .··-.... IW''''''~r Mo. l-L) "lnr: 100 iII:.t 1n "ld:.h I., pruf:I\th .,ubthh.dl 120.00 "etotO.th~ sowtllent co~r.lI!t" of.~t: Ir.. ~.tock 14 o( ........ ld pht.; Au,ln DC Cudy II,,), (,.1'10 knoun AS ~.'C:olldl.r)' 5u.~f"ltl,h"·IY NO •• J';L) ...... th",u 'i~ th, aoutb tbr&la of sdd GUd)' W.)' M nOn'u. E, a thence 1'1 01 11 '" E I.~OOC; the .'.Jt .. ~~,.. of .~ .• "'d Lot to ~d ~u n.rth-llel"~ 100 flet 'n ",left a. plruIDUrt:\~.&bli.s!"d; th,".:;e lca".~Q& ..... dhuncp 0·C·jlDl • .55 fut: th"au alan, A ta~ant curve 1.0 th,. 1I'Ct ITll proloft,l,t1oo. a duulU;c of 16'.01 fec.s::to 'ho "'o.~~ ltn. of rr1G.1T}· Suu NI"' .. ~ . .):.o. 1. Jec. Ko. 2:';'r=at J.:c. 7Sli lIa. ~ . .lQ R~'on ~lth ill radiu"·.of "".11 hn thu .... h & c ... tul -cle of n0\4'08". ntlUd 9thoAV~D~~ SOul.h (~_phh Av.nlle) IS'~~~ o~.;.s .. d 'AU: .. I.nu &lont the lOuth .. n.:~o of u14 Cr&dy lI&y tI n02l·26'·.i'. & di"'t&A~e ,-·-tn.·'forc dht~t:·a.f l51.'1I Ie" 1:0 iI polat on tM "ut 11n,. of land cbl.l)cc N 01 11 5~ E. a disunee oe 121.2' h.tl ttl!'n.:;c".9 21 13 t of U5.16 hill ~o ,he Aon'h\tr.I~ cornel' of hnd dUCrlD.Ir:"··lo. Intl,'ntuu ........ d,.~rib.d 1a libiDl.t "I." ",f Q\lU Clap D •• d YAd.r tlal Couoey il10n, the ~lur1y prDlonC&elon _d Aorth 110. of rued J U ducdbcd of lu.e ModiU.eAtLoIl I.nd £Xt.D'j~.n A,nusl.nt bct~.~·tltnton .. ~il~ilce .:.... 1I~c:~rdlnfi tlo.::·110IH0355:.peM,. .. }.e~vinl uid aDuth "'T,ln of tr&d), in Oeehnuon of [asuent (lIo .. d,,&,· Illd 1ar"-l.n,. £'uCPenl:) recotded . COQP~Ar .. ud Che~'TOn U.S.A. Inc. lCcci'r4.' .. .qytJ: .. Unt COUIlt)· Jt~'i'Otlh.nc ....... ~)r S 0\ O"~-ol .. " i111JUlI~ uld " .. t h~ •• dittilnc, of 140." r"t to under l.1n& Count)' hcO\'dlnS )10. eUl~n"O. ill duunee of ~n.l!l hu. ~. a .. 12210"Ui th.nc. 5 OOOn· .. '" E iIlon ... thl \ltlt I1n. of.·.utd lan .... :":· .::iht-nortb p;.lc,10 .• t · ... I.d .south .... t.'" V(.l'~c' rlae"i tlumc" uu:na' ~lO~, the eu.te\'l, Un. oC ',ud 'ilrcel l t~1II (lll?Wl?,' CO\lrse,: & cahu"ca o( lSO.OO fen co the 'o\lCh ... sC con.er th."of; ~.ne.. ..'. ..:~ N ,,°1010'01" ~ •.• ·dhunc. DC 311.41 C,..L .1:onll I:h,. aoctll. _Ar,ln of 5.00 lllo' E, .. dttUne, of ll~.OOoC'iIll th,r.cc" " 104 Jl W. I 5 t110IlPS,:!" 10. a diuancc of 151.,.10 tUt to a poi.nt on the 'Qtlrth lin ••.• ::........ nid Sowih ileAL .. Vilh .. ,. 'J.x: •. IO the ............. r.lA of vaCAted "th Iluunec of 2.5.00 (nti ch.coc .. 5 00 ll'''~Y E ... dllunce of 2.9.90 of "'Uh,j 9th Ave"u. Soutl' (i';f:Dpbh Avellul) a, .hOWD on nl·d.plat .lv.nu.·.i;out"~· th'lItt S ,p.\an"'OI:'·:' dona un. aut Jlie,"" iI distAnce hll" tb.nee luvlrl., IIld l"&Tcel 1, S " 4"'03~ [. ill 1I1Iunce o( of C.lI. IIl11,....a·a ~lll~ctoA C.rd.n·, Addltl." to Lhl Citl oc··S.~~H\iI. .~:'O~:Ol ff;'~ to \.hfO .~utl'l"'''.lt c~~ o( •• fd sou\.I!.:i,.nto~·""~h6e SU.9G fut to thl True I'o~nt DC Btl_h .. ,nc· Olvhtow; M~. 10 ... [4 pgl .... Aho "einll tile oorth.r1r pro\o"'5illttDn·oI:=.. • •• '·bc;:e .uul:tb. Tno, .r:a1n.t of ,,.,hUI1,,,,:.:.,,,:,· .:' :.: lI,t e .. t hlle oC La' ... 11oc,," 111 or Uld plat; tllence 5 01 21'"..," W •.•• ,. ....... .' .: ..•••• alonc ule ftoTtll.crl), prolo~"lo. and aut H.ne .... dbunc. or 166.01' :':':~ .: .:.:.: ...... : .. . f .. t t. th. north Itn. of tbe vilcal..d 1.11_,. att.ilched ther'co. thltnc. .:. ':'. • .• :'. iii .," ... ·03 .. W iII10n~ .;ald nQrth Hoe. I. \l\ltillle. of 110.00 fea, to .. .:. .••••. • ".: .• "oint on tht nottherly pro10n,ltlon oC the. IUt Hnc of Lot ll. .::. '.::. 110.:;11. 110 of 11.113 phtl tllenco S 01°11'109" \0 I.10n, n1d ",ortherly .:...... .. •• prolon'~tlon. uid noll. Une &lId dont lb. 50ul.lI.el'l, pco1on;uion ":1:,. . .•• 1 of •• td .illt 11n •• iI dl5l~nce or 202.9J (eet ro the Tr .. 1! Polnt of ·.1 ....... · .. "lM\n,. ::'" \ ..... ~ ... } ............... ~~::.~::.~' :'. ~: ~x Lo':Jl""" f~-frAlAo"'.D".~A 6Af.,f" f:r,...,.,. .... cA/ '·.:~r·t~~~· o·f.'tho north"",t q\lilrt.r or til.. ngr~h.,ut qU.J.lrtlC of Section 1'. ::raW1llhlp ~l''Nor::th;'~,!,e S tut. ~.tl •• 1)'tn5 1n the: Cuy or lIe .. ton. "l .. & .•• :" County, ....... a:n'ton. d.CS'C~~4 1$ (oHov,; .",lM1.-.",t the ~Clrth qua~'ur of ..... lA Stctlofl \9 t.b.nc. ,outherly alon& thC.~~iIt Unt':_! sai.d nastlitlic. qUilrtirj·.1.lOO.50 h.ct. t~ ... ce It ,,°29'(13" t. 55;1c:10 teu; (knee S 00 )1'''''' E. n.li f~e.t to ,he 1'0ulhcCl)' _~I;,ln 01 ~uth Cndy ~. 10 loh' C~ If Jtll.nton USII··it0. l-L). 'e1l:'" the l"'U~ rOl)C[ :Dr IFGJNtllHC.: nanea 5:.G1l n""l" E, 150 ftct; thene. to ., 2I'n" [ to & .' .: .. :': :!:; ::~:Ir:-:~~~~l~~~:~;~~. a;.:::::.~::' ~~~:~~~: o~~!~i~'~!;(1:'~~::~: ':": ~ :'., .:::' ::~:!.:it;1i _":;~. !ri::!!"J:~!to!~! ~=~:~!;ta~~;1 o~ :O&n~!~" :;5:' If;~' :~~; .... ThcOCI louthv.!,,_dy &lo'!i' ,iIIld .0uFUu\r-· ... r,Lo t.o th.~~£ POllIT or '.: 1~'NNIlit. ~p)rol;i .... tel'i 1.2 &er!", ~~Ject to tr",.:api.~aio~·: line. ul~~nt ;;.;:;.,~:~~:.l S .. :;-?' ..... :, .. ::.~: ... ?~dY ,., ;,;:t'\ ~I: ::~::·.,~::'7b" .' MA/ItST&O L COIIIIULTaNTI C,.ry O~ R.F;':;';"~ ... ,···'·' LLA-OO/-BB CML ENGINEERS. L..&IoIDSUAVf.VOl'S .. n' ..... _ ......... __ ·_ -.L or L//V~ ,4.P./v.:r"'-",."..,~..-r :'. ...... :: .. :.' P'""'-' __ ~_--,-,----,,--________________________ -,,,g')/I(;1"€ ___ "" ____ " ____ 69-B!>;,. "".,., 6fjroc;:r::Hf.~:r'-&Ys-dz:.r "ILr .. ,~n~"""I"l~"":i!°r :!~ ~!4~t::.7.~::~'~jj. hA .::Jef~6i' t. H..,.I.'''fAII .... .J A~'6 IMG •• ':": .. ¥lrt..f.r"l At)C.J~A'" . jOn.·~lln'J"· . l1A:'I~I~ •• "ur...,ttJ.II$~""Y Of~.t'!J" (1" (t~)/J ~:~Itt;t n'nt,~~1 .!.L ... , "~'~~~*$~~~( ...... " ,.,., . .. j"., .•.•... .... 1MI) UI L;L AaJv)~1i'i.~~~~~, Mlu~un .... W!I,[I MIll.' JU. ... "".~ .. /1( UI~rrl)lJji. '" C •• I"""""~·[ .," IInll lilt .. 1.IIII"Ot~:tU,ql' '''~ ."IIi!. !:~:!!..;~~fT,. oa (IIJ Jii.'riIi· ulI/.r. l1-<i.f". " i-J IJE'I" ".-l/ •• r ,. UOIi ..,.1. "" t\ '"U[ 'Ulurn ,,,'" IIflltrUlIDtUIi •• './IDI/.UlIO'"II"UIQI ..... tlll lOUt. un • lIurn lUI' A IAI un AltlUttJlllI"I oUIII IIlC ..... L TKU "U,luSlIIUlJ II ,,,u, 10 I' '1IL'U,III[ "nlaCll1nUU' "' IAIl! .uo¥I ".", lUI> MlJUl1!ItIflIl'"lI1l"'I1'JlEfloll:toII. ".,.JlMI." 1"~C"".I:r."'llIl fJlI".I>UI'( ·;"'._u:,. 1~lIIl1l1tsS.lIL.L·g, III ,~··lt,IwtJU """ I ... "",,, JhU. :_ .. ~r I. ..... , ": ..•• ,.- .... ";'. ,:' .,': ,···· .......... ~ft:.:::~~e..;=;. n ~. C"",",I .,r,;;~_.: ... ~.. :~.' .......... . TIII;;'~"'~"'IUII~ ~~~rt::"a~~·!:~~:::. I .... ~-.. , ..•. JII'lItl-:'-if1U It "'" ,M'U,UUAl,UI :·.I1{''',·.hl1: • ..,.(.n,a"rtu.Tt IU . Ic..-ua,. '0 It.·"i", .J!.LU,,,U 11111 Ullt oL'>.JJA.....nu ~I\ ,aL"IITU, .' .tt .... M£» .. ' .. "IlUIIft".' ... '''· • .,,·. "f.'~'","I'4L·IIII""'_R ... rllln 1!?, .... Ir;m" . ax: .<~:~ I. " . . ;' .:' ",tat n'n" i~;, "·IoIUIIIIII'.'VII •• UU'I!C "'.t, ." ,,~,j'L Y1PL s.;' . . (eM"; WII';d$'f. ..' ...... J :""-_--,-2-___ ~------------------------t:.g:2"}:.!:;/h~I.:..3.L').:..: .. ...:~----_______ ~ t. .. :a-..- .. . . . r:=~.'~.KI >.. '. c~ ~:s~........ I~ " -p' _~ .• -,,~~ ".I" ~:-"d~l...,_"_=-;f.~-;;:':;.:!;":<'¥"'_"'~-A~r,.,,fJ""'~~~"*""',,", ;1/"r~ J~~ J'N~fr.$ S ,filII 4 ~".I! ~.t.S rM'6 i!I~ #",.s~~,tN".r. . ........ .Lt ... V\u ... C,;r" Q...-:' ,.p .... ,...;:.;.";,roc...v, •. ., •. LL""-001-08 Lay ~"NO!!' ADJv.rr...."..-vr ,,' ... • ,'.-:"T .• '" o " , " o o DECLARA'l'ION AND ASSIGNMENT 90/05/1" OF PARKING EASEMENTS RECC> F RECFEF. C~SH=,L ·~.,)O '\''''~'14. QO 55 This Declaration and Assignment of parking Easements ("Declaration") is dated ""'9 \1~ ,1990 by Renton Village Associates ("Declarant"), a ashington general partnership, to establish joint parking Use rights as set forth below. RECITlILS A. As of the date of this Declaration, Declarant owns the improved real property containing the Evergreen Building and surface parking areas (the "Evergreen Parcel"), the improved real property containing certain retail uses and surface parking areas (the "Shopping center Parcel") and a theater building (the "Theater Parcel") which are located ad jacent to one another in Renton, Washington, and are legally described on Exhibits A, Band Q , respecti vely, which by this reference are incorporated herei n' The parking areas on the Evergreen Parcel and the Shopping center Parcel that are the subject of this Declaration are collectively referred to as the "Parking Parcels and are legally describ<!d on Exhibit D and incorporated herein by this reference;" the Evergreen Parcel, the Shopping Center Parcel and the Theater Parcel are collectively referred to as the "Property." B. Der.larant intends to convey the Theater Parcel and to provide parking rights on the Parking Parcels for the benefit of the Theater Parcel to satisfy the Renton city Code. Theater peak hours and parking demand are at night and on weekends, whereas the peak parking demand currently on the Parking Parcels occurs during weekdays. C. Declarant wishes through this Declaration to establish joint use by the Parking Parcels and Theater Parcel for the parking areas locnted from time to time on the Parking Parcels (the "Shared Parking Area"). The Renton city Code requires·~65 parking spaces for a 2/260-seat cinema. There currently are at least 565 parking spaces in the Shared Parking Area. NOW, THEREFORE, for good and valuable consideration including the above Recitals, the receipt and adequacy of Which are hereby acknowledged, Declarant hereby declares, conveys and assi gns as follows: 1. peclaration of Shared Parking Easement. Declarant hereby declares, establishes and conveys for the joint and mutual benefit of the Parking Parcels and Theater Parcel a nonexclusive easement for parking vehicles and for vehicular and pedestrian access to, from and over the Shared Par!<ing Area, as the size, number of spaces and configuration of any parking areas may be established CCI\C'Cf\I.tltt:r."-Ct 25/. tl 0 ~ .. "' .. -.y ..... ·0 '.~ '.:::> r-- Ln o o a-. o o o III or modified from time to time on the Parking Parcels as authorized by Section 2 below. This nonexclusive t!asement is for the use and benefit of the owner(s) of the Parking Parcels and the Theater Parcel and all theater patrons, off ice tenants, customers, business invitees, licensees and employees associated with all theater, retail and office uses or any other uses permitted by applicable zoning codes on the Parking Parcels and the Theater Parcel. In the event of any subdivision or other. ownership segregation of the Parking Parcels, this nonexclusive easement shall continue to exist for the nonexclusive benefit of the Parking Parcels and the Theater Parcel regardless of the Shared Parking Area's location on any subdivided or other segregated portion of the Parking Parcels. 2. Modification of Shared parking Are~. Except as limited, during the term thereof, by the terms of the Theater Lease between Renton Village Associates and General Cinema corp. of Washington dated June 15, 1988, the owner(s) of the Parking Parcels reserve the right to reduce the area, number of parking spaces and/or modify the configuration of parking areas, or to construct parking structures or provide underground parking or otherwise modify the Shared Parking Area from time to time, without the consent of the Theater Parcel owner or any other party, so long as the total number of parking spaces located on the Parking Parcels is not reduced below the minimum necessary, after taking into account any other parking available to the Theater Parcel, to meet the City of Renton's parking code requirements for a 2,260-seat theater. The parking Parcels owner (s) shall not be required to increese the number of parking spaces to meet any future city code requi rements. 3. Maintenance Expenses for Shared Parking Area. The owner(s) of the parking Parcels shall be responsible for all costs of maintenance and repair of the Shared parking Area, and the owner of the The<lter Parcel shall payor reimburse the owner ( s) of the parking Parcels for its proportionate share thereof. Q. Reasonable Regulations; No Obstructions. The easement rights shall be exercised reasonably and subject to reasonable rules and regulations adopted by the owner1 5) of the Parking Parcels. The owner of the Theater Parcel shall not cause or allow to be caused any obstructions or hazards within the Shared Parking Area. The Theater Parcel owner shall not install or place any improvements, signs or structures within the Shared Parking Area, or modify the curb cuts, alignment of parking spaces, configuration of or otherwise modify the access to or from the Shared Parking Area, wi thout the written consent of the Parking Parcels owner( s) . 5. Amendment and TerminatioD. This Declaration shall not be modified or amended except by written instrument signed by all record owners of the Property or any portion thereof, and shall automntically terminate upon the date which is forty-five (45) years from the date of recording of this Declaration. 2 ~1\t.tr\)t,l.tt.C,.,t.CM no .... t; .... :1 Lv I .... " ... : ... :-. .,.. ...... o () o .. 6. Successors and Assigns. This Declaration shall run with the property and be binding upon and inure to the benefit of the Declarant and all tenants, heirs, successors and assigns of the Property or any portion thereof. The easements created and assigned under this Declaration are subject to all existing easements or matters of record affecting the Property or any portion thereof. 7. Attorneys I Fees. In the event of any legal action or proceeding brought by and party entitled to enforce any part of this Declaration, the prevailing party shall be entitled to reimbursement for all costs and reasonable attorneys' fees incurred, including any costs and fees incurred on appeal. S. No Merger. This Declaration and the easement created hereby shall not be extinguished based upon title to the Property, or any portion thereof, and the Shared Parking Area being vested now or in the future in the same party or parties. 9. Not a public Dedication. Nothing contained in this Declaration shall be deemed a dedication or gift of any portion of the Shared Parking Area, or any other portion of the Property, to or for the benefit of the general public or for any public purpose whatsoever; provided, the owner(s) of the Parking Parcels reserve the right without consent of the Theater Parcel owner or any other person to dedicate or establish portions of the Shared Parking Area as public streets, open areas or other public uses. The Parking Parcels owner(s) reserves the right to erect, at least once in each calendar year (and more often if legally desirable), barriers or chains across any portion of the Parking Parcels for the purpose of prohibiting access, ingress or egress by the public in order to avoid the possibility of dedication for public use. 10. Estoppel Certificate. The owner(s) of the Parking Parcels or the Theater Parcel, upon written request to the other, shall issue to the requesting party or to any person specified by the requesting party an estoppel certificate stating whether the party to whom the request has been directed knows: (a) of any breach or default under this Declara tion, and if there are known breaches or defaults, specifying the nature thereof; (b) of any modification or agreement to this Declaration, and if there are any known modifications or amendments, specifying the nature thereof; and (c) that this Declaration is then in full force and effect. Such statements shall be made within ten (10) days after request, and failure to deliver a written statement shall be deemed an J CC 1 \ [cn)O lItt", .AJ;" , ; j r: 25 ;<. 1I 0 \ t. If) o a C7' o o o .. affirmativ~ statement that no breach or modification exists and that the Declaration is in full force and effect. The estoppel certificate shall act as a waiver of any claim by the party furnishing it to the extent such claim is based upon facts contrary to those set forth in the statement and as asserted against a mortgagee or purchaser for value who has acted in reI iance upon the statement without knowledg~ of facts to the contrary of those contained in th~ estoppel certificate. IN WITNESS WHEREOF, this Declaration is executed on the date first above written. RENTON VILLAGE ASSOCIATES, a Washington general partnership Exhibit A -Legal Description of Evergreen Parcel Exhibit B -Legal Description of Shopping Center Parcel Exhibit C -Legal Description of Theater Parcel Exhibit D -Legal Description of Parking Parcels STATE OF WASHINGTON ss COUNTY OF KING I certify that I know or have satisfactory evidence that MICHAEL SANDORFFY, general partner of Renton Village Associates, a WaShington general partnership, is the person who appeared before me, and said person acknowledged that he signed this instrument on behalf of the partnership, acknowledged it to be the free and voluntary act of the partnership for the uses and purposes mentioned in this instrument, and on oath -stated that he was authorized to execute this instrument. Dated: 11 ~ /990 Y PUBLIC in and for the state~! waShingt~, residing at (} c.f;/:i'e,.. Y 1l11l''i Ynl) My appointment expires; 8-16 -93 4 '0 r' .. ) . '-.: . ; j I J rjO 0 25 ~.< ~ o .. ( Exhibit A Legal Description of Evergreen Parcel LOT 2 Lot B,eit)' of RC'l1ton Lot LinC' Adju5tmt'nl t;o. LLA-001-66, ncordrd undrr Kit\(; Count)· Recordinc No. 891113900G, C'xcrpt th~t ponion of 6aid Lot" d.scribrd ~s follo~~: Cor.tl,rncinc. at thr nort.hpast cornrr of t.hC' south\"C'H quartrr of thp north- ra5t quanrr; oC Srction l~, TO\,11Ship 23 Nonh, Ranc,C' 5 East, ~.N. in KinG County, \.lashillGton, thpncp 5 010 04' 08" II ~lonG thr rOlsl linp oC said south,",p.st quarter, a di6tancp of 250.02 feet; thpnel' N 890 44' 02" \\, a dist~nce of IB.2B fE'E't; thpnce S 61 0 42' 59" Ii, a distancl' or 258.92 rept TO TilE TRUE 1'011>:1 Of DEGlI\NlNG; thencl' S 000 02' 16" E, a distOlncp of 248.94 {prt to thE' northerly marcin of Primary Statp HiGhway Ho. I, Jet. SSH 110. 2-H to Jet, I'sh 1;0. 2 1n Renton (also kno\,'T\ 8S Statr Road ~o. 405) as approved Oetob.r 31, 1961-thr latrst revision brine Novpnber 7, 19S~: thrnce westerly alone said marein thr Col10~in& coursrs: I; !l~o 49' 09" ~, a distancr of 44.72 fppt: thener !; 1;)0 23' 09" ~, a distancp of 82,06 CPPt: thrne. I; 8~0 5<0' 1,5" Ii, a distanc!' of 231.16 ["et; thellc. lcavinc said northrrly parsin, II 000 01' 57" n, a di5tanc~ of 1%.5S fr!'t; thrnc!' :; 500 S2' OS" t, a distancp of 2S.3S f!'eLi thence ;; U0(\ 0;' !)~" h, ~ Ui<.tOlIlCC' of 12.:.. 89 [~Pt 'to J p{Jin~ Oh a CU,VI' Ila\·i.,c a radius or 40 fl'l't and havlnc a radi~l bparinr, oC S 460 03' 1~" I.', thrncp pasterly alons said eurvr throush a cpntrill ancl. of 'Go 06' 4L", an arc distancr of 32.19 f('pt; thencp N BYo 56' 26" E, a distanc!' of 30~.07 frpt to a. point ",Meh lies II 000 02' 16" Ii from thl' TRlil: POUiT OF IIlGlIUilNGj th('ncr 5 000 02' 1G" E, a dista.nce of 67.61 [('Pt to thp TlIUr. PUlt;T or DEGlh'''I NC, o '0 (:] i J I I I 1 " '/ 1 J j l' 25 >< & 0 ... : ....... .l t o 'II .'" EXHIBIT B Lo:r C" ';I\U ponlgn c{ I>loc)o. 1:2, C.D. H~~l~n'a J; .. ::-~~n&tClll c.ur;;t:r. AClt:lt1Dn I.'~va~or. lio. I AI ra~crQ'C lr, "aluroe 17 u! tl&tA, t&Be 7", k\II:Dfai cd );tn. c.ount)'. ~'uMnt\.or" ~olSethcr 111tr, port~gnl gt VlC&.tl' petti Avcr.u. 5,,;;Ln. ""CAtoe ~t.1o ...... ~nUE SOlltt, &'1\1: thc V1C&.t.C a1lc)' bctwiltr. ~t~ Avanut 5C~th &nC 9t.~ Pl.~t SC~~~, .:: v .. c .. taO una~r ~:Cl~n'nce 2051 g{ In. C,t)' g! " ... 1. or, .r.C tt,L~ po::tlull g( tn. nenlaut Quarter D! 5e,ncr, l~, ';O .. ~.~hlp 2) ho:':h, I\. .. n,r 5 tan, "'.~. lr. 1:\.n8 "Dur.:,', \..:. ... .,~n6~or., l'Dor~ p&.rt1.c,-l&r~: gr.&lCr1.tlE~ At tel:'« . .I\'II Co~~.nc~n~ &1 the north~ •• I corner o! t.n •• g~thwelt quart.; DC .lle nennl .. t q" .. nt=, tntn:t S 0: " .. 'ot" .' &lor., tht .ut llBc of all0 .avth ..... t. qUA-nor ... ola&.nct o~ 2!>0.02 fttt; th.n~c ~ B~ ""'02" I.', • dlu.nc. o! 16.Z6 ! .. L to t.h. 'Til:)! rOlli. OT ~tC1NIiIN::; thlnel con- tinu1n; 1/ ByO~~'02" Ii, • Cl1at&nci of 111.0~ teat to • t~.nt curv. I.e 1.1" r1,M hav1n, , rlClul Df 21.! hUb t.h.nc. north\l.~t.ltl)' .10n& ... ie! eu:-v. tr.:oush • cantu! ansl. oC 106 01' 02", 111 .. rc dl't&.nC:1 D! 205.32 fee:; thonco ~ 4!0~3'0C''' h, .. dlHAne. Qf 201.,,1 C •• t tD .. tanGrnt c:urvr to thr ri.,h: h,H'l.lIlS • r&C:!u~ o~ 2"~ flat; t.hell:' llo:-:h.,::ly "lgn!; ~ .. iLl curv. throuGh .. c'r.~l;'&l Lnslr g! 41011'lS", an a:r. C:1n&.nc' Df !H..12 hotl tnenc, Ii ClgJ~' 52" ~', • C:~5:anc. af 13.79 t.at til a ?o:'nt or: th-&0,,~1 Hne o! hne oe&:r1b.C 1n lla .. to St.Lnd&rc OU C"''''f'Kn), o! C,,~~~:>:~,~, Q;,L.C JAn,,&:"), n, 196'; thar.c:r Ii 8902B'13" t, .lon, f,Le .uutl, 11n .... Cl&:&ncl) 0:' 10,O!l !eHt .C thf .outh.aH cc::n.:: 0: .t.~': l .... u: ~h.nc:. Ii OC Jl' "'" ~' .. lont tile "'It l1n .. of .,ie lane; • Clt.t.ner g( 2!l,12 ( •• ~ ~o tnt Louth.rly ~r,~n o! e:-.c:y 1/,), (.1." IUlDIIIl ... 5.\,'UII:: .. ,,)' St .. t, H1gh .... )' ha. l-}..) ~!.r.& :o~ tu: H, ... leLI ••• )Jrnentlv "t .. ~l1,n.c; th.nci nortn.i.5t.rly .. lunt Hid lOULr, fUrslr.. 1\ 7;02B' 2e" t. , C1UtLnCI Dt 203.55 !art to L t~.nt cur-v-ttl tho 10ft ~vlJl~ • rac.:11.11 or Je6~. 7l t •• t; th.nee &lon& •• l.~ c:urv. throu,h • canLr&1 &..r~la gr II H.' OS", a..c &~e C11t.&.llC. g( 7;;6, 8~ t .. L ~o & PO~Dt on tn, ,,,at 11,n' at 1.a.nC1 Clu:r1bct: 1/1 L.t.hlb1t "/." or Qu~t C1&1.= t>oJ.c: u.l:\car l;1.n& COUDt)' heerC1.11& ";0. 82U~2?L'J5!>J th.ne. h ..... lnK .ai.e .ol.lth 1U.t',l.n of nt'&cy W.y, S OloO"'O~" \0' &lgns ul0 \/ut ll.ne, II a1itLncr af 1"o.76 i.at te thE conh Q&r£l.n oC ".ntoll Y~ll&II" the. u c:gnvaYlc to t~ CI.6r Q{ R.nton uno.r ':1n& COW1ty ".C:l>rCl.f\£ He. :'''7'!'JlO, thlnc_ H 119 .... ' 02" .', a d1.tLDC. g{ J72.'Z c •• ~ .. lgn, tho DDrth CAt',1.n gt .~la &'QtQn Vlll&5" rl&g' ttl tho. "It ~r£l.n ar y.~.~a~ .~1.d '6th Avan". SDuth, tll.IIL:. :I 01 ot.· OS" 10' &.lDn& uld •• n ur,1.n. A d1HLnC. of 60.01 i •• t to tho Icutl1 ..... t ~"rll.r of 5al.O I'..n,on V1llA.1 I'l&c": tl"l'CC' H B.g~~'02" ..... Cl.H&.nc. or "~,H ,.ot te th. nut POINT or JI:::IHliIl/C, (, ) .~j .' [j 'p' .' . .:~,...!III If) o o 0"' o .. EXHIBIT C That portion of Lot B. City of Renton Lot Lina Adjustment h~er LLA-001-aa, recorded under King County Recording Number e911139006, described .1 tollowl: Commencinq at thl northeaat corner of the aouthw.at quarter of aaid north. 1St quarter. of Section 19, rownlhlp 23 North. RanQ. S Eaat. H.M., in Klnq County, WaehinQton: thence south 01 D04' oa" welt alonQ the ellt line of aaiel eouth."ellt quarter, a diatance or 250.02 feet, thence north 99°44'02" WOlt. a diltane. of 18.28 filet; thence aouth 61"42'59" welt. a cHllt.nee of 259.02 teet: to tha TRUE POINT OF BEOINN1NO, thence Douth 00"02' 16" e .. t. a dietance of 248.94 foot to the no~therly margin o£ Primary State HiQh.".y Number 1. Jet. SSH No. 2-M to Jet. PSH No. 2 1n Renton (also ~nown al State Road No. 405) .e approvad Octobar 31, 1961-tho lateat reviaion belnQ November 7. 1995, thlnce ." •• ter1y aLonq aaid marQin the !ollowlnq coura •• , north 89°49'09" WOlt, • di.tance of 44.72 feet; thence lSouth 63°23'0911 weISt, a di.tance of 92.06 feot., thence north 89°54'45" W.lt, • distance of 231.16· thence lea.vinc; aaid northarly marqin, north 000 01'57" we.t, a di.tance of 196.55 { •• t, thence north 50°52'05" "ut, a distance o! 25.35 feet, thence north 00007'S411 ." •• t, a distance of 124.89 foet to a point on a curve havinq a radiuB of 40 feet and having a radial bearing of louth 46°03'12" wa.t; thence easterly alonQ enid curv~ throu~h a central an~le of 46°06'46", an arc dietance of 32.19 f •• t; thence north 89 0 56'26" .ut, a dietanc. of 309.07 f.et to • point which Li .. north 00°02'16" 'oint from tho TRUE POINT OF BECINNING, \ thanca louth 00°02' 115" .ut, a diatanee of 67.61 f •• t to tl\. TRlJE ~POINT or D!CINNINO, o ·n 90)' --------------------------------.... ----~~ .... ~,~,~~ . \ 25::( U 0 .. ~.-....:..:....~'. • ... t,! ·11 .... , ". 'r:.-: •• o o • 1..1:42 Exhibit "P" Parkins Psrcl'lo' All of l,ot 2, CHy of Kt'nton BinClins Site Plan 110; IlSP~026-QO rccordpd 11'1 in6trlJl1l~nt ullc\t'r KinG county Recording /10. ~005019001 in tM nQrthr:.st '1u1lrtE'r of scct10n 19, TO\lTlohtp ·23 North", -nang_ 5 Enet, \/', K, and that portion of Lot "C", City of n~nton Lot LinD Adju£tmnnt No. OOl-UH rocorde~ in ln6trum~nt unCler King County R~cordin& ~o.· 8911139006 dr.c;crtbed a6 fo11o\l6' ComrnenctnG at l:hll 1Il0Z;~ l<1 .. ,t~r:1y corntlr of n.i~ Lot 2, ::.ht'nc(l }I B90/,4' 02" W along the northl<lItil.llL'ly l1.nll of ui.d Lot 2, 0 dir;tonoo o! SB,37 1'<'O[ to tho TRUE POINT OF DEGINNINOI thcncII continuing Dl~~o ooid north- eil:Hl'rlY linl1 th~ follow1.ng COUra~1I1 II 89044' OZ" II, G d:l.atGnc<' of ~Z,oH tl't't to a tangl'nt curve to tho right havinG a radlua ot ~45.00 tpctj CIIl'nco norehu('ocllrly alone IIuld curvI\ thrOUGh G cflntro1 "nsla of 48°01'02", lIn arc dl&tnnce of 205.32 feet, th~nce N 41043'O~' W, a ui5tanc~ of 6B,B~ flint to n point on a parking ea50munt 116 deecr:l.bed in "R~vHM ExhLbit "C"-AmC'nl1Jnllnt by Dt'cla.rntioll oC EG.DO/llOnt" undor Kine. County Kgeord1nll 110. y00516104B: thence leavine th~ llorth .. oattlrLy line DC Laid Lot 2 and alone th(l boundary of Gaiti pnrldnlS oa&ement th~ followinG couroeci thllnc~ /I 61°47'19" E. " t.L1I1t~mce of 169.01 rODt., chonco ~ 050 ZZ·:.!7" .E, 0 di6cmo(l of 59.15 CfI~t.1 thMcn ~ 00°57':31" w, n d1Gtancl'l DC 21.9!i (" .. t, thoncn S 01"34'15" E, n d1&t:mce of 50.i5 (Oflt, th~ncn S OloSZ'3J" E, n ,llo;t:mcc of 21. J2 fOClt; thcnc~ S Z:3°36'57" E, n d1&tlUlctt or 23.40 feet, th(\nc~ S 53019';J1,," E, a el1Gtnnol.' of 23.40 ,,"ot, t hl!nc~ S 79°19'28" E, iI d10tnnee DC 31.4;\ Ceecl thenC~. S 6Bo19'22" E, D tlilltunce of :10.41 faot, thonea S 73012 'lY" L, 11 c1i5cnnco or lO,41 feetl th~nee 5 28°14' 45" E, a distance of n.71 feet to tho TRUE POlh7 OF BEGlNNI/lG, 90D05 S-17~ 90 ·of :> , i .; no 25;:< u ... :: ... -.;:-:Y'!l .... r- Lrl o o tJ' o rI LEO for Record at Request 01 ~ame t:11 rU ')2..1( e Wress eco st-h Ave- S~-AB 3,§o() o .. ·{)c) ..... If .)'. , •• t! ?5"<, tlO "-/·u •• ,,, •••• , 0' ........ , .. , 11" -. r- M a--(\J Ln o o a-- o .. AGREEMENT REGARDING MANAGEMENT OF COHHON AREAS This lIgreement Regarding Management of Common lIreas (the "Agreement") is entered into as of 5-1'7-9Q ,1990 between Renton village lIssociates II, a Washington general partnership (the "Landlord") and Renton Village lIssociates, a Washington general partnership ("RVII"). RECITALS 11. Landlord is the owner of the General Cinemas Theater (the "Theater"), which is located on the real property legally described on Exhibit A attached (th~ "Theater parcel"). Landlord is the owner of the Theater Parcel, which is located at Renton Village, Renton, Washington (the "Shopping centerll ). RVA is the owner of the Shopping center. The Shopping Center is legally described on Exhibit B attached. The Theater Parcel (excluding the Demised Premises) and the Shopping Center are together the "Common Areas. II B. RVA, originally the owner of the Theater, entered into a lease of the Theater with General Cinema Corp. of Washington (the "Tenant") on June 30, 1988. C. Landlord acquired the landlord's interest in the lease of the Theater RVA pursuant to the First Amendment to Theater Lease dated , 1990. The lease and the amendment are referred ogether as the "Lease." D. The parties wish to set forth their Agreement regarding certain obligations of Landlord pursuant to the Lease. E. Terms not defined in this Agreement shall have the meanings set forth in the Lease. AGREEMENT The parties agree as follows: 1. Property Management Services. RVA shall be responsible for the performance of all duties and obligations of Landlord pursuant to the Lease with respect to the Common Areas. RVA's duties shall include, without limitation, the following: 1.1 To use due diligence in the management of the Common Areas for the period and on the terms set forth in this Agreement. 1.2 To render monthly statements of receipts, expenses and charges, and to pay all bills and expenses incurred with respect to the Common IIreas. 90/05/2S1 RECD f:' RECFEE CI=lSHSL 111371 J:l 12.00 2.00 *-·''''14.00 SS .... D-! . ~ :" .~ , - o .. 1.3 To operate, maintain and repair the common areas of the Shopping center and the Theater Parcel. 2. Assumpt ~ on of Coyenants. RVA hereby assumes and sholl undertake and perform all affirmative covenants and obligations, and shall be bound by all negative covenants, of Landlord pursuant to the Lease with respect to the Common Areas. 3. Landlord's Common brea costs. Landlord shall pay its proportionate share of the common area costs which, as of the date of this Agreement, is 18\. Landlord's proportionate share of the common area costs is the percentage of the total common area costs incurred in connection with the Common Areas determined by dividing the ground floor area of the Demised Premises by the sum of the gross leasable square footage of all space in the Shopping Center plus the ground floor area of the Demised Premises. 4. EVA's Obligations Regarding Common brea Costs. During the term of the Lease, RVA shall bill and collect direc~ly from Tenant Tenant's share of Landlord's common area costs. 5. ~. RVA shall receive from Landlord a fee for services rendered pursuant to this Agreement in an amount equal to ---: ________ , payable on the first day of each month in advance, commencing June 1, 1990. G. T.eJ;:.m. The term of this Agreement shall COinmence on May 22, 1990 and shall continue and shall not be terminable even in the event of default by either party until the earlier of (a) the date that is 45 years from the date hereof, or (b) the date on which the Theater Parcel and the Shopping Center come under common ownership. 7. Thjrd-Party Beneficiary. General cinema Corp. of Washington is a third-party beneficiary of this Agreement and may, but shall not be obligated to and without waiving any right to proceed against Landlord pursuant to the Lease or otherwise, enforce all obligations of RVA pursuant to this Agreement. 8. Notices. All notices required Ol" permitted by-this Agreement shall be in writing Rnd shall be deemed given when (i) personally delivered, (ii) deposited in the united States registered or certified mail, postage prepaid and return receipt requested, or (iii) deposited with a nationally recognized ove~night delivery service such as Federal Express or Airborne, addressed to: Renton Village Associates 800 Fifth Avenue, Suite 3500 Seattle, washin~ton 98104 2 ... ~. J o or to o .. Renton Village Associates II 800 Fifth Avenue, Suite 3500 seattle, Washington 98104 or to a party at any other address specified pursuant to this section. 9. Entire Agreement; Modifications. The terms of this Agreement constitute the entire agreement between the parties regarding the subject matter described herein. No modification to this Agreement shall be binding unless in writing and signed by the parties and, during the term of the Lease, by General Cinema Corp. of Washington. 10. Severability. If any provlslon of this .'.g::eement shall be held illegal or invalid by any court, this Agreement shall be construed and enforced as if such illegal or invalid provision had not been contained herein and this Agreement shall be deemed an agreement of the parties hereto to the full extent permitted by law. If any provision shall be declared invalid or unenfor~eable because of its breadth, scope or duration, such provision shall be deemed modified to the extent necessary to make it valid and enforceable and shall remain in full force and effect as so modified, or if not so modified, shall be severable from the rest of this Agreement. 11. Succgssors. The covenants contained in this Agreement are covenants running with the land and are binding on and inure to the benefit of the parties and their successors and assigns. 12. Assignment.. Neither party may assign any Df its rights Dr delegate any of its duties pursuant to this Agreement without the prior written consent of the other party. 13. ~. The failure of either party at any time to require performance of any provision hereof by the other party shall not be deemed a waiver and thereafter shall not deprive that party of its full right to require such performance in the particular instance or at any other time. Any waiver must be in writing and signed by the "aivi~g party. 14. Goyerning Law. This Agreement shall be governed by and construed in accordance with the laws of the state of Washington and venue shall be in King County, Washington. 15. Attorneys' Fegs. In the event of a dispute between parties arising out of this Agreement which is arbitrated or litigated, the nonprevailing party shall bear the reasonable costs and attorneys' fees of the prevailing party, including the reasonable costs and 3 C'Cl\tc:f\I".IC:'.,LC! , , . ~ " ,I :i " ',j ;:j • 0' ~ J ,/ " " , . ·.······r<·····>··;:,,·'~"~;,VS;i;i':'?!,,¥)~~ ... :i.; .. ;J;.,&~2~;.fiA ~g~ = -.. o • . attorneys' fees incurred in the appeal of any final or interlocutory judgment. 16. ReasQnable~. Whenever the consent or approval of a party is required under this ~greement, it shall be given in a timely manner and shall not be unreasonably wi~hheld. 17. Independent ContractQts. Nothing contained in this ~greement shall be construed or implied as creating a partnership, joint venture or similar relationship between the parties and the parties shall be deemed independent contractors of the other. Employees and agents of each ~arty who perform the services pursuant to this ~greement shall not be construed to be employees of the other party, and neither party shall be responsible for the salaries or expenses of the other party except as provided in this Agreement. 18. Section Headings; Pronouns. Section headings are inserted for reference only. ~s required by the context, all pronouns shall be deemed to refer to and include masculine, femini:1e, neuter, singular and plural. RENTON VILLAGE ASSOCIATES RENTON VILLAGE ASSOCIATES II ~t:: :;::: c, -< :!< ~~?: "-' '-0 Ci .:7. ~:: n;>' A 0---_ .. r.-: .... : I!" ;..--: ... -.I -.: :.: ~ S. ~, u:; v; ~\ = 4 COl\t'l:1'\1.1'UO'.J,QI ;" ", C"l ", ;: r'1 c ~ t.n <:I > :-< ".,', -,::;.; --- o • STATE OF WASHINGTON 55 COUNTY OF KING I certify that I know or have satisfactory evidence that MICH~EL ShNOORFF'l, Managing General Partner of Renton Village Associates, a Washington general partnership, is the person who appeared before me, and said person acknowledged that he signed this instrument on behalf of the partnership, acknowledged it to be the free and voluntary act of the partnership for the uses and purposes mentioned in this instrument, and on oath stated that he was authorized to execute this instrument. Da ted: _.....:5::o..---,=-.).-.:Q_-,.....cCf...::;O __ _ NOTARY PUBLIC in and for the "'"'' """ Sat tate of JIl!aS,h1,!}g'l:9 oln I residing "", ~\HSV~ "t" ){,U ,., ~ ,:. ... o~ .... ,.,' .. ~O -;, , ! ~ ""~~ 1.1 ~" tJ> ~o:. .:: :' ~ ~\ '4. ~ My appointment e~piI;es: = : ..... d p--: _____ --..:Lf:J.,.ull'-1.7+/..:;.9c-;U"--___ _ :: J. ~~ -I1i~.tq;; : (/) : r i r-~-~' .. ~ d:.l j STATE OF WA.SHINGTON "}, '1t~:mt.~:'\ , ... ~ ) "fl1j,~! N'/\Q ,\" ... COUNTY OF KING ) "11",,,,,\ I certify that I know or have satisfactory evidence that MICHAEL SANDORFFY, Managing General Partner of Renton Village Associates II, a Washington general partnership, is the person who appeared before me, and said person acknowledged that he signed this instrument on behalf of the partnership, acknowledged it to be the free and voluntary act of the partnership for the uses and purposes mentioned in this instrument, and on oath stated that he was authorized to execute this instrument. Oa ted : _~S=.J--.J2r?:-.q!...-_q,-",-u __ NOThRY PUBLIC in and for the \\""~~~""I State of Wa~ing~, residing ...... ,,~~\ "'1\1 "1.10 t JiJJ. t. ~ -.~o t"i&'\''ii'''~O ~ / :-~ t'" :<:. ~ ,. f l Ot'lllJ) "i\ '2Ii appointment expires) / I / = : -.. d :1-: uII7 Ci'f : :::1 -I1i~ ... : ~Vl"~_;:---------":;4L1-~41 ....;y(~---".)' '!> ~J.O!t • -":;, ~,\~ ot>./! " ~_ ··.~'o:SS\~~ .. , ~ ',7.... . ....... '\ .... ' "',,"W NVIO "." ""IIU"'·· 5 .., .j i I I I J :1 ., ) 'I ! ·'i .j '.1 :J I : ", "-~'-'::-n~"4~~~~~~~~~~~~~: ~.:.:::\' .: .... o '. '.:, : .. , "':;" ·~·;!:::2:~~~~i~:ZB.~1:tl0.,?Jt;\;0~~~:8~~~(~r(£~\' -·"-3;:C~·~~I)};:~~~~t~f.[ixii~j::~~~flh /.~. :: . -. G o .. EXHIDl't' A That portion of Lot D, City of Renton Lot Line Adjustment Number LLA-001-8B. recorded under King County Recording Number 891~139006. deGcribed as follows: Commencing at the northeast corner of the south~est quarter of said northeast quarter. of Section 19, Township 23 North. Range 5 East, W.M .• in King County. WaGhington; thence south 01°04'08" west along the east line oC said southwest quarter. a distance of 250.02 feet: thence north 89°44'02" west, a distance of 1B.28 feet; thence south 610 42'S9" west, a distance of 25B.92 feet to the TRUE POINT 01-' m:GINNING: thence south 00°02'16" east. a distance of 248.94 fe~t to the northerly margin of Primary Stat~ Highway Number 1. Jet. SSH No. 2-M to Jet. PSH No.2 in Renton (also known as State Road No. 405) as approved october 31, 1961-the latest revision being November 7, 1986; thence westerly along Gaid margin the following courses; north 89°49'09" west. a distance of 44.72 feet: thence south 83°23'09" west. a distance oC 82,06 feet; thence north 89°54'45" west. a distance of 231.16 feet: thence leaving Baid northerly milrgin. north 00°01'57" west, a dintance of 196.55 feet: thence north 50·52'05" east, a distance of 25.35 feet: thence north 00·07'54" west. a distance of 124.09 feet to a point on a curve having a radius of ~o feet and having a radial bearing of south 46·03'12" went: thence easterly along said curve through a central angle of 46°06'46". an arc distance of 32.19 feec; thence north 09°56'26" east. a distance of 309,07 feet to a point which lies north 00·02' 16" west (rom the 'i'RUB POINT OF BEGINNING: thence Gouth 00·02'16" east. a distance of 67,61 feet to the TRUE POINT OF BEGINNING: TOGETHER WITH the easement for ingLess. egress and reciprocal parking as disclosed under King County Recording Number 8708210520; TOGETHER WITH a Declaration and Assignment of parking under King county Recording Number 9005171096. I ! ~ ·1 ., 'j ., :; J. i .l ." :l ..1 .'i ;! ~ r ,. ; .. " . ""~' ',. 0.' " . ;;;:;1'·:E0;;,!V~J\}}15&Y6:····.· •.• ·. o o .. EXHIBIT B Tn.: ponlor. 0/ &loCH 11.12,1. lnC l5, C.P. HU1.luJH r .. ra",Lor. r ... TO"" oI.OCltlOI: DH1.lor. He. 1 •• r-cora" 111 \'Dlu:>. 17 of rl&.~l, ra!, H, ~.coro. of l:tll4 C"u.1'It)' , III.H.l~Lgl" ~Q8.~nr: "'1L/) po.Llonl of V'c,l.C ~ .. th oI.vonu. ~outt., vac,L.a 96tn AV'flU. ,!,gutt., \lleLt..C V~ r ."."". SQ"P., v.cu.~ 9tl, r~oc. Soutt., v.c&t.e lt1~h " .... nur ~o\:tt; .. ,,~ 111< .... c~trr. ,llr~. t-ot ..... n 91h "v.nu. '!'o\lth &lIC S-t~ r1lc. Soun. &one: .!"t wt",.~r. YLtl PlAt'r SouLt. ~ht: 10th ""'-:'U' 5-out:-., &.1 VA.C.ll.l: ur.cr; OrClTanc; 'O!l 01 tho C~t)' "r "'n~or. I.nc thl: port lor, of tht nO!'thout Quanor o! S'eILDT. )9, 7glllUfllp 2J /iortr" un!~ ~ t"It, I..~ .. LT. 1:.1", COW',!)', lI .. nLn/,tor., !>Or' p •• tlcl.l1&rly a'H:r1.~C &0& ! c: ~ Ow, : c.or_""ncLnr, &1 tho north'ut cotnor ot the aOl.lthlHlit QULrt.r II! 1,1' ncr:h.1Jt QUirt"!'; th.ncr 5 01 o~'oe" ~ .. lon, th .... ,t lLn. of &,1a 'Ol:~h\fllt QIU.:-tr:, I CHULlltl oC 2!>O,02 i •• t) thaflC. Ii e9°""'02" Ii, • e~~anct of n.n 'lilt tP Lh. 111U£ roun or UC:lI{}\I~r" t.h.ncr S 61 101':'9" I,', • aUt~"Ct of 2~~.92 t .. :: th.nD. 5 00 07' HOO t, ~ d~.t~n~r oC 2.~.P. l •• t tc tht ncrtn.rly ~r,~n of Pr~.ry St.t. P'Lth\i,)' );~. ~, .Jet. SSK IIc. 2·H to Jct. 1'611 Ko, 2 1h "Intgr. (.110 ....... .,-. '" SLUr ho&: he. 100!» U ';>;>:'PV'C O::~ot..:, J~, lnj-th. ll-~.H t'rVUlor. b.ill6 HDvar:t>or 7, :'~bei thone' II,Ht.t:ly/ nprth"'I,L.rly &.1lC r.c:-Lh.~l] &lC>I'C ~~~: J:..:,r n tM tolloll~n, cour"'1 II 8, "9' 09" I.', & ,-,.taner oC ..... '2 t .. :: tnl,,':t S IIJD2)' OY" II, .. cH.:a.:.c. o! S2.0b { •• ~; th."c:. Ii es°!>.,~~" I.', I. C:~It&.llCI of :?41,66 t.tt t.o ~ point em I- c:u:-v. h.&vin, ~ rl.ch" ot ~9C. E tilt a..n.c IUvlo, • rAcll-l t.. .. u'"' g! 5 :. 7cc~' U" 101: trunc, nc~th"" Ju;ly .. 10% A.i~ curvt throu,r. , E.n';:'1.1 Lll&;l. c! 32 c52'Of;", &.r, l:C C:!.n":'Cf o~ 224, B tnt: t,t •• nc. ); ,,0 02'4:''' I,' L c~ H&.llC' o! ~ :;C. 0:; ! .. :: tlllllCI L10n, a L~'Il: curv. t.g thr 1r! to ,,~t" • ::,C1U' oj 28E.e f .. ~ tn:'cl.I&h .. c.nt.:: .. l 1.lI41. of 16 15'3(;", ~r. ~:-e ':~at, .. ncc c! £:.~6 c •• :.; tn."cI 0 •• V1.n8 ' .. ~G .... :'&lr .. )/1.1,(;17'27" t, • c!~6tU1C' Dr 2"b~e~ r .. tl thtnc.5 70 00'00" t, .. Q1.,tL.nc, oC 98,00 !U~; tllone. Ii OC. 5~'26" t ... Cl'~Lnc, o! 2116,2" t .. : th.nc ... l.D~ the ..... '"~l,. U".I1~i."" a.n~ ~Il. 'Dutl'> lLn. of ~LllO a.,:::~~a l.n hi!' to S~ .. ne,,;o O~l C=,.....,.,y o! 'll!:orn~L catae JU'luirr 21,1.9£4, )I a; :lB'lJ" t, .. ':lUUlCI of lS9.~3 t .. :, thanr:. .. laav1.l4: ... te louth l1.u • co°.31'1.?" ~ • .. Ql~tLncl of 181,18 {."t t.o the louth'rlr a&.r,Ln o! CrLdy Wlr ( .. 1.0 LnOO'Tl u s.eonll .. :-y Stat. IltlSh .... y Wo. 1-1.) b411.111 100 tut ,,111. &1 P!'uontlr a It,bll.llac:1I thane. nonlu&Jt.rly 110"" ... 1.11 louth1rly a.a.r,tn tI 77oZI'26~ I, .. ellLL.n.t:1 of 144,07 r .. t to th. ll.II';'tb .... t cc~r a( lJ.n:1 1l1IC'r1t>*d Ln ... le 10ul tg Sr:.&.ndnd Oll C=pu\y of C&.lH 1lt'll1 I , tha=a S OOoJl'4'" r .. 10Q.L tlu .... t l1n. of &ald l.~, 1 IIt't~. o! 211.12 f •• t to tlu .outh-.l'~ cor-n.r of lLnI1 O.lcrlp.a 1n 1,10 1 •• ,-: thaoc. S '9°2&'13" W .. lo~ tlu .ou~h 11e. of u1.e, a dllt,.&.nc. of 10,OP h.tl thIne' luvL!l.; utc Icuth Hee S 01°35'52" 1:, l C11.HLllC' of l3,79 r •• t,to .. cut""" hAvl~ , r .. C:lul of 21<5.00 hot ..... d havl~ .. r.01.&l ~rl~ of (, '1'°28 'lI!" ~, t.h'o.::. loutluut.r1r &lo~ II,la CI.Il"VI throu§h" elotral ~h elf 41 U'le", &.., ... re o1"' ..... c. 01 116.12 t .. t: thUl'" S 41 "3'00" t. " 1111tl.llc' of 201 • .I,l t Ht to .. t~ant cut"V. to Ul. l.att ~V1.~ .. r&dllu o( 243,00 f .. r I thloe. lou~h.u tady "lc~ .. 10 C\Wt1 thro~ .. c.nt r& 1 ~11 of /oB°Ol' 02", &.1l a.rc C11.t.&nCa 205,32 h.t, tha"e. S 89°4,"'02" t, ~ 41.t.&.JlC:. cC llLOS C .. t to th. rnn 1'01Xi or brC:lh'lilIlC, [ ~--.. o .. "-1.I-':':-1::':U .L,j'c:..L rr.UI'I L.HII::..r-... I\OJC.LLlt·\U:l:;' .:. I'IIL-Let": IU -:"., ponion of l>loc~ '., t.t. IH:~I" .... n·1 t.:l1hr;tcl'l Cl:-atr. "'Q'Hlcn j..'1"'l~lcr. 1,0. 1 u tole-oro.' lr, Volu.". l? u( thtl, rAte ?l<, l-.acoral of I:l~ c.ount)', lO"'t,~n~~or., ~06Clhct" .,,It,., p¢rUoni of vae .. tad 9tt.r. ",,,U,u' S.O;':LI'l, v~c.l.C hi. ",,,.:nul Sou~t, ,.n~ tht vAca;.' .. l~t)' betvueT. Io-tr, "' .... "". So"'t~ ~n~ ht, ~l.~ • .so~~t., .. ~~ ", .. c .. ".:1 \,UlQar tI:-cUnLncr ZO~l cf tl'>t Cot~' D! " ••• tor, .. n~ tr.l.~ PO:'llulI ot the I'lOrtl'lu,lt QI,IArttr of 5.~tlor, H. ~o",~h~p 2:' "0:,:11. "'.n~r 5 tut, h'.~. It. K\,h£ C:0W1:;"1 ~~'~Ln6lo~, ~orl p .. rL~c~1 .. rlr c~.tr~b&~ gC tol~V""1 Co~~tnt~nk .. t th( horthc.,' co~n~r of tht &outhwtrt qUlr~lr of .L~C hcnla .. t q ..... r H :'I then:t .s O~CI""'De" ~' LIon, LM .ut 11gt or al~CI .o~:h~'Jt G~ .. r\&; ... Q~'l&nct 0: 2~D.C2 tectl thaAOt ~ 8~ ~~'02" ~, , dilt.nc. o! 1&.2& C •• L to th. ~~t rOl~r or JrC1H~lN:: thano. con· ti.flI:1"" j; 8Yo,,~. 02" Ii, • 01ltLnC" o! 112. O~ f .. t to " t~.nt ~~I"V. ~c Lit. rit~t hlV1l4 • nelu' of 24~ hUt, tnine. n.crthwut.arly .. lQ~ ... i~ CUN' tt.:OU&t, .. C'lIntnl lfl!;lr of Ie! 01' 02", &.n a.::-e c11.HlUle. or lC'~.n r .. r~i th~nc, Ii ,,~o .. 3·DC''' \.', , oLH&ne. ot 20L41 r.tt. to & : .. ,,&rnr cur"'. to thr .L,h: h:. .. lu~ , r.'~u, o! H) f •• t; t.h.A;. %:lC::-:hlt:ly Il:::-,t .t~~ :..::'\'. :~.:::>u,!', ~ CH.':.!: .. " ,nth o! 4loU'l.e", &n I.:C C:hta.ncil I! ~'~.:2 il'ltl tncncr ti OlCl"'~'!l2" ~', I ~~HL.Ilc, of D.H hit to & ,:.i;l: on the 10",:'1 lin. o~ hnc a'5;r1l:1.C ~n hut to Sta..nt1arC 01.1 :",,,,,.~n] 0: c."~~:=;T.1. ~"l.Q JAnUI.:-" 2~, 1~6'1 tn.ncr ti 89028'lJ" t, ,~on, u~c: ,u",:J. U,n., , ClJu.ncf, c:' ~O.OP relt to til" IIcutl'le&It ,~:-r;o:-g: 1.,,:1.1: ~.II!l' I.h.ntr Ii 00 .)~' 4'" " ... ~cnt tzlls •• &&t l.1.Q' of ,.1: l .. ne; .. c:L.;&ne. or 2~~.12 l.c~ LO th. ,outntr!y ~r,~n o! ~ .. C:)' lI~r ( .. lao bOloi'll A. SOI.:t.>"':d',)' SUt.l Hl~"""r ~o. 1·1.) ~~ll£ 0:; rtf: !.r. ,,1C:I .... Jlrlllent.!v "t:l.::'UI'I'I:; tllUICI nD:'thU,lttr1r l~:)l: ui~ JOutr. m&.=,~r., Ii 7;C2e'2~" 1:, & CUItLllC. of 20J.SS faH o A ~~cnt CI,I\'"'<f' ~D tho hit I:>AYLII~ .. rallLu. CIt .3l1fl'.7l r.Rt; h. n~f ,1 ant ,.h! curv" ~hro .. s;h &. central u~lt of 11 "1'" 011", ~ =~ Cl.t~c. of 'S5,;' ! •• L ~c • po~nt on ~~. V.lt 1~. or 1~ "::-~boC ~" U-hlblt w,., .. IIf QIIH Chl..c P,II~ WlClat Un, t:.Dunt1 l.ccrc:l..J:I~ o. 82V~27~J5~1 ~h.nc, l.&vl~, .&~D aouth m&.r,~n Df CraOy W'Y, OlDo~'oe" ~' "lc~ .. 1.10 vut Hn", &. a1.HLD.~r of .,,0.'16 tut t.o ~. Don,., _:-~l.D of ""HCII V~l~"",,, r~ac. &J cCllv''''d to 'tla CJ..P· r ~.ntcn ~a.r ~~nJ Countr ~.cora1nt Ho. ~~7~llDI thane .. ~ BP ,,"'OZ" ., dl.tLbC. or ~7l.'Z t ... L A1on& ~n. Dartn D4r,Ln ot a&10 &.~ton lll~,t rla&" ~o ~h •••• ~ ~r,tn ol v .. u.~.~ .n~d 'f)th Avanul &cuthl .a,u;. II 01 0'" De" I{ ,~ u10 I&H Il.Lr,1n ... tlUta.nc. of 60.0l ' 'Hoto thl .ouLh ..... ~ oOrlllr or .~ld J,en.cr. YU1a,. tl.&ca; tba~. U U'O:" tI, &. 01U,&.rlCI or 408.18 hU ~o tn. nllt POINt or JI::I)O!INC. o ..... r-.U':: r I ! I TnTOI' P "" FILED FOR R. PUGET POWER .0 AI REQUEST OP. RE.a.L ESTATE DEPARfMENT P.O. BOX 97034 / B'ELLEVUE, W,6,SHINGTON ~~734 PUOET uRIGINAL POWER EASEMENT FOA lRlDERGROUND ELECTIUC SYS'l'DI For ;and In con.iderstion 01 One Dollar ($1.00) and oIhar valuable oonlldarallon, Ih. r_Ipt of which I, hereby &Cknowladgtd, BENTON ~IUAGE ASSOCIATES Q WA!lhlno1on Gioml PlIJ'Iomblp rGranlOr" h.raln), oranla, oonv~y. nnd warranta 10 PUGer SOUND POWER & LIGHT COMPANY, a Waahlngton corporaUon ('Granla;' bllrlllnl, lor tha purpoMI helllnah.r Nt lortn ft porpotuBI laumenl under, .:rolft BOO over tha 10lbw1nu daaaibed rGal proporty (tn. "Prop4lrty' herein) King Courrty, Waahlflglon. See Attached Exhibit A, EXCISE TAX NOT REQUIRED King Co. Records O,visiM [ly~,,~ , Deputy EX(AlpI J.S may bQ olnGrwi.9, lUll !orth hGl1Iln GrenlN'. rlghtu ahall bQ nerckad upon Ihol portion nllhg Propllrty (Ihe 'Rlghl-<lf·WDY' herein) doscrbod ulol!owa: A Rlghl-of-Way l.iD....U.QlfUI In width having friL!5llolt of aoch widlh on each aida 01 a canlerllne dllllCrtbod as 1011owe: The centerline of Grantee's facilities as constructed or to be constructed, extended or relocated, lying within the above described pr.operty, (This easement may be superseded at a later date by a document with a more specific easement descrlption based on a Durvey furnished by Grantor at no cost to Grantee,) 1. PurpoN. Glanloo ,hall havII 1M r\:lht;o ronllrucl, DpOIalAI, malntaln, r~, replica a:ld anllrtlG an undorground oll>Clrlc lranlmllw\on and/or dl,lrlbullon 'yal.m upon and uno.r lhe Rlchl-of·'Hey logolh.r wllh all noceuary or CQnvonlonl tppUrlonancaa Ihorllforll, which may Indlldt buI all DOIllmhad 10 Ih. toilowlng: underground :or.duha, cab~I, communlcallon IIn.l; '~aukl, monool .. , IW~ch .. , and tranIIOlTTl.ra; and .eml·burlod or ground mounled ! BClIIU II. Following Iho Inhlal con.lrucllon 01 h.lacUhl .. , Grant ... mrr lrom 11m. 10 lima conalrud IUGh additional 1~lIalDl II ft may require. 2.. 1.00II'" Gram.e Ihall havi Iha rloht of lCee .. '" Ihto Rlghl-ol·Way ovar and Deroll lhe Propgrty 10 onoblG Grllnlaa to 1IX1lrr.;ln I" righi, hllroundllr, provldad, thai Oranl'. ,hall complnnl' Granlor lor lIOy dbmBgIi 10 Ihe P!OpQrty cauNld by Iha oXflrcil, of ,aid r1QhI of .w:oaaa. 3. Ob,tructlona: ur.d.c:lplng. Gra"," m.y lrom Urn. 10 11m. rtm::rw 17_, bulhaa, or oIh.r obelructlon, wlthfn Ih. Right-of-Way and m.y Itrv.1 and gr.d. lhe Rlgltt-ol-W.y 10 lhe utent lluontbly nlClUllry \0 carry oUi 1110 purpo185 ,,, forth In pIlragraph 1 hll1't<If, ptOVldad, Ihlll IoIJowlng any ludl waric, Grant .. Ih.II, 10 IhA .xtonl r_ably prKllcablo, taator, lhe R1gtt-ol·Way 10 !he cundibl • w .. kr.medlat.1y p4'lor 10 luch I¥'JIk. Following IhG InllaDa1lon of GrantN'a UndlirgrouOO Ied.I!Ila. Glllfllor my und.rtake any ordlrwy IrnptOVam,nlc 10 thll 1M<llCllPlng of the Right-of-Way, provldad thll no 1r .. 1 or 0("., plantl IhaD ~ pIa:>9d Ihoreon. wt,k:h would be unreaBonably GXplnllv1 OIImp4'adk:.aI fa( GlII'IIM \0 ramove and r"tor •. 4. Orcnlor'. UN 01 Rlghl-of-W.y. Granlor rllNNII Ihl right 10 UN Ih. Rlghl-of-Way lor any plJlJl<'lSt nol InconaJlltnI wIIh Ih' rlghls hll"ln gramad, provided: thal GranIOf thall DOl CQnl1ruct or malnlaln any building or olhqr oll\JClure on the Rlghl-of.Way, which would lnIarl," wtIIt IhI 'XirdH of !he rlghll haraln "ramed; Ihal no digging, tunneling or ath" lorm of conltructlon IoCIHIty thai be daM on !he Proparty, willett would dl!:lurb the compectlon or unlllrth GrIlllIN'. l.cJmea on the R\ohI-oI-WIIY, Of ,ndano.,!he WllraJ wppon to aaJd Iacf(Mleo; and Ihal no blullng ahall be don. w.hln 1511181 oItha Rlglrt-of-Way, 5. Ind.mnlty. By ~pOng and rllCOCtllng Ihll eaumenl. 011111 .. 10'" 10 lnd.mnHy and hold hatmlau Granlor lrom 1liiy and all claim, lor Injurlu and/or damJlg" rwlfer.d by IIrI penon, whk:h mr( be cauNd by Ih .. Granlag' • .. xarclN oIlh. rlghla IMr'" Orl101ad; pwtIdtd \hili GrM .. aI\IJ no! boo rMpOOtlble '" Q/anlnr IOf eroy InJurlaa andJor damagoo Ie lOy pertOn c:auwod by 8CIa C!' omlu.lona 0( QranIr:If. e, AbandOlll1lN\t. Th4 rlghll her'" grama<! IhalI conIInue unlll auch lime .. 01Wl1 .. CHI .. Ie uMlho R\ghl-ol- Way lor a period 0( Ilv. (5) l~uJy. YNt1, In wIllch IWIlI this ..... ment thIIIIllfmlnll18 and d rlghla herllunder '\\all rlvllr110 Grantor, PfOVlded Ihlll no .bandonmMII aNY be dHmed 10 havi OQCuned by reaJQf1 01 Granlee's lallul'lo to Initially Inrtallltll.clIKIe, on th. RIght-of-Way wihln lny period 0( 11m.lrom the dal. h'reof. 7. SuocnOOf •• nd A .. lgnL Tn. r1QhII and obIlgrd.lool olin. pari .. IhaIlnurI 10 In. bene1M of .."d ~ binding upon Ihelr respectNt luoc.tlOli and aulgne. 7S8.37 '·79 '" .. , 8 .J I ., "rr/,' .";\v...,A" (\" DATED thlD _1_4 __ rla)' c( _..::~=--E...;.t'_T_CN,,_· ~B.£..==.::e.:,--__________ --" 1\1 ~ GRANTon RENTON vll..l.AGE ASSOCIA 1 Ea, • Wlllhingtoo Ge".aJ partnershp c,~ ('J :;(_~;;."..-------- N en CJ C'") OJ STATE OF WASHINGTON ) ) 55 COUNTY oF KING ) On Ihls J!:/!j:daY 01 ~ ,1~9~, bolora III P n lor Wuhlfl\j\On. dulf comm\o.l~, pe~naliv lI>P'I.,.odM~~"",~a~~~~~:=,io m. kllC1>lln It> ~ lha general parInM 01 BEtJ10N VILI,M~ ASSOCIATES • Wuhlnglon Gon.ral I1Ih" , who DllICIJUId th40 wtlhln and loIegolng Inllnlmanl, &rid ~ Ih. uld InatNmenllD be hoe lind w1unWy ect and dHd u ior the uua and pIlfPOSN \hereIn rnen\klned, wmlESS my hand and oIfIcIlIi &~ lhe dll)' lIJld yetlr In thlt C>lrtHlcaI. aIxm writlon, Howy Pub/\: In and hlr It» Stale of Wa&hlnglon Rnldlng at t~------, .&:::' My appointment .. plrlll ) 0 ' (?. 9"7 . .( .. I I· i' \, 'I I I ..... ' .. .1. ._ c: M ('\..1 en o ("1") en 9303451-XOl KJnCOOl 235-73 RENTON VILLAGE ASSOCIATES EXHIBIT A That portion of Block 12, C. D. Hillrr.an's Earlington Garden AddiUon Division No.1, as recorded in Volume 17 of Plats, page 14, records of King County, Washington, together with portions of vacated 96th Avenue South, vacated 9th nv~nue South and the vacated alley between 9th Avenue South and 9th Place South, all vacuten under Ordinance 2051 of the Citv of Renton and that portion of the Northe~st quarter of Sec~ion 19, Township 23 North, Range 5 East, W. M., in King County, Washington, more particularly described as follows: . Commencing at the Northeast corner of the Southwest quarter of said Northeast quarter; thence South 01°04'08" West, along the East line of said Southwest qu~rter, a distance of 250.02 feet; thence North 89°44'22" West, a distance of 18.28 feet to the TRUE POINT DE' DEGUINING; thence continuing No.th 89°44'02" West, a distance of 111.05 feet to a tangent curve to the right having a r.adius of 245 feet; thence northwesterly along said curve through a central angle of 48°01'02", an arc dis::ance of 205.32 feet; thence North 41°43'00" West, a distance of 201.41 feet to a tangent curve to the right having a radius of 24~ feet; thence northerly along said curve through a central angle of 41°11'1B", an ere distance of 176.12 feet; thence North 01°35'52" West, a dietance of 13.7g feet to a point on the South line of land d~sc~ibed in lease to Standard Oil Company of California dated January 21, 1964, thence North 89°28'13" East, along aaid South line, a distance of 10.09 feet to the Southeast corner of said land; thence North 00°31'47" We~t, along the EaBt lin~ of said land, a distance of 211.12 feet to the southerly margin of Grady Way (also known as Secondary State Highway No. 1-L) being 100 feet in width as presently establishedl thence northeasterly along sllid South margin, North 77 D28'26" East, a distance of 203.55 feet to ft tangent curve to the left having a tadius of 3,869.71 feetl thence along said curve through a central angle of 11°14'08", an arc distance of 758.B( feet to a point on the West line of land described in Exhibit A of Quit Claim Deed under King County Recording No. 8208270355; thence leaving said South margin of Grady Way, South 01'04'OS- West, along said West line, a distance of 840.76 feet to the North margin of Renton Village Place, as conveyed to the City of Renton under King County Recording No. 5475310; thence North 89°44'02" West, a distance of ]12.42 feet along the No:th mar.gin of said Renton Villsge Place to the Bast margin of vacated said 96th Avenue Southl thence South 01°04'08" West, along said East margin, a distance of 60.01 feet to the Southwest corner of said Renton Village Placel thence North 89°~4'02· West, A dietance of 48.2B feet to the TRUE POINT OF BEGINNING. \ .J I I -. I ", .,' ~ • . : -; ~ ,: .-'.-.- .Z .-'1;': ....... i .. 3 l"'iC ...... -?'15 F._ '9e" RETURN ADDRESS p~sc pfll'~ neady Ut type information Document Title(s) f)Jd{~/'~e r;dS€WI~ Reference Numbers(s) or related documents AddiIioMl R.ef1:r-= "s on pore _ G rantee( s) (Loll, ""' IIId MIoIcIle hIIIIoI) e,&t/rl~ K IW,+ ~5 ~..-""".. Legal Description (~_I ...... , Wock,,,.. w ........... ....-; ... .."".. .... > Assessor's Property Tn .Parcell Aceouat Number fJZ30~ -Jc13 AoddiIioaoj pon:cI (" "" pttf - T10c " ........ /a ....... wUI rely oa 1M w....-.. ..................... ,.. .................... .,nt;r 1M ",,<vIV.' .... c-P<t.-", Ibt lDIIrl<IBI i00i'_...................... - EXCISE TAX NOT REQUIRED KInO Co. RICOI'dI [)IvtMJn 8y, ~ rL&i41-.... rNpAy - - ..,- ~.. 'I:'~' : -:.. '.; --.' -~ '·1 ... .-... ~.'. -I .,.~: .' ... --. DW KAT!RLIRE ~ A FIFTEEN roar US!HD'l' FOR WARRLIIiB GlIAH'l'IID TO 'fill! CITY OF REIITOII OVER, UNDER, ARD ACROSS PARCEL C OF CITY OF RHNTOR LLA-OOI-B8 RECORDBD URDU ItIRG COUftY IUICOaDIJIIO; lIUIQIIPUI .911139006 AlII) 9"4G99029, 'lIIl! CEIlTERLINB OF walCH IS DESCRIBED AS FOLLOIIS. COHKBRCING AT TIlE 'l'RUI POIM Or' BBGIIIlfIIIG lOR THE LEGAL DBSCRIPTION OF SAID PARCEL C, WHXCH BEARS SO 1 04 'OB·1f 250.02 FEET FROM 'l'8E RE CORRER OF '1'HB SM 1/4 or'l'HB liB 1/4 OF SBCTION 19, '1'.2111., R.SE., W.M., KING COUNTY, WASBINGTOR; THEMCE ROl 04'OS"E FOR 203.86 FEET; THXNCE S89 55'40·. FOR 209.21 FEET TO TBII TRUI POUlT OF BBGIRHIJiGI THENC! a89 55"0"E FOR 273.84 FElTl T8EICI .02 19'09"11 FOR 21.BO FEET TO THI! TERMItruS Or' SAID EASEMENT C"!II'1'!ItLIKE. 'z-.:.: .' jo... .... _~ •• J. After recordlllg return to Paul V McCarthy, Esq LANE POWELL SPEARS LUBERSKY LLP 1420 5TH Avenue, SUlte 4100 Seattle, WA98101-2338 W;uhmgton State Recorder's Cover SheetffiCW 65.01) Document Title(s): Access Easement Reference Number(s) of Related Documents: Grantor(s): 1 RVA CENTER, LLC AdditIonal names on page of document Grantee(s): FILED BY CHICAGO TITLE INSURANCE CO. ('3 1'< 1 RENTON PROPERTIES, LLC 5b:> 31 f ,G::,@ -1/2-0 REF.# Additional names on page of document Abbreviated Legal Description(s): Ptns Lts 1 & 2, City of Renton SIP No SP 009-87, #8707069001 Addltlonallegal descnptlon on page A-I of document Assessor's Property Tax Parcel/Account Number(s): 192305-9001-07 & 192305-9023-01 1005510035/813306 7 ACCESS EASEMENT FOR GOOD AND VALUABLE CONSIDERATION, receIpt whereof IS hereby acknowledged, GRANTOR, RV A CENTER, LLC, a Washmgton hmlted lIability company, hereby conveys and warrants to GRANTEE, RENTON PROPERTIES, LLC, a Washmf,rton limIted lJabllJty company, a nonexclusIve easement for mgress and egress over, through and across the property described In Exhibit A attached hereto and by this reference Incorporated herem, for the purpose of access to and from the parktng area descnbed In ExhibIt B attached hereto and by this reference made part hereof This easement shall termmate If GRANTEE develops reasonable alternative access from the property descnbed In ExhIbit C attached hereto and by thIs reference made a part r;'-J hereof to the parkmg spaces on the property descnbed In ExhlbIt B, provIded, however, en co., that nothing In this easement shall reqUIre GRANTEE to develop such alternate access . This easement is appurtenant to, and shall run With, the land of GRANTEE described 10 Exhibit E hereto and shall mure to the benefit of GRANTEE and 100551 0035/8l3306 7 c.::l = c:: = GRANTEE'S tenants, InVItees, hcensees, successors and asstgns fl. / Dated thls.2:L day of S;e.p+em.f:Jer, 200] I RV A CENTER, LLC, a Washmgton hmlted habt!tty company AGREED TO AS hI! 11 aJ:-{hI ,2001: 0' TO FORM By SMG Center, LLC, a Washmgton !trolted hablhty company, Its Managmg Member AND CONTENT ONLY ON LASALLE BANK NATIONAL ASSOCIATION (FORMERLY KNOWN AS LASALLE NATIONAL BANK), AS TRUSTEE, UNDER THAT CERTAIN POOLING & SERVICING AGREEMENT DATED January 10, 1999 FOR THE COMMERCIAL MORTGAGE PASS·THROUGH CERTIFICATES SERIES 1999-C1 By: GMAC COMMERCIAL MORTGAGE CORPORATION, a California corporation, Its Master Servlcer By __ -+~ __ ~~~~~-=~ ____ __ Its ___ ""'-"'-""-'O:::"""''-=~~c...:;;.,.;.-'-r _____ _ )00551 0035/R13306 6 ST ATE OF WASHINGtON) COUNTY OF N IJ~ ~ ss tl .J'ad~/''5 I certify that I know or have satisfactory eVidence that MIchael SandOi fy 'lS the person who appeared before me, and saId person acknowledged that he signed this instrument, on oath stated that he IS authonzed to execute the mstrument and acknowledged It as the Manager of SMG CENTER LLC, a Washmgton hmited ltabllIty company, managing member of RVA CENTER, LLC, a Was ington limited liability company, to be his free and voluntary act of such partIes fi the u and purposes mentIoned 10 this mstrument aIM A (1_ J.. 'd~ ~"\\\\ DATED '( J~ ~ .. -~ ~Ot;1111 _~~~~~~~=:::~ __ _ ,:-~ "',,'O/i'II, ~ " II . /)!/ .1 id~ ~"~/~ PnntName C~~ ~ : [8 ~,~ ~ ~ NOTARY PUB'LIC for tne State of ~ ~ ~ A.' ~ i ~ Washmgton, residmg at :z:.~§¥ ~ ~ ~ \ Va,> .f....: ==t;-4 fo " ~ "" 1.23.0\ ... .z-0' ~ ~ /' \ "'~ "'''\\~'''''..J..G~': My appointment expIres I,}-a,~ " 0, WAg;r..'r ~- STATE OF PtJJ~..b yt /lHy'//v.."',,·s .... ' COUNTY OF ('f\O~T(!.hr-f~j I certify that I know or have satIsfactory eVidence that & If ,( tJ !& vT Z/J' tI~IS the person who appeared before me, and said person acknowledged thalbe/she signed thiS mstrument, on oath stated that he/she IS authorized to execute the lnstrument and acknowledged it as the V. (J. of GMAC COMMERCIAL MORTGAGE CORPORATION, a Cal1forma corporation, master servlcer of LASALLE BANK NATIONAL ASSOCIATION (formerly known as LASALLE NATIONAL BANK), as Trustee under that certalO Poohng & ServiclOg Agreement Dated January 10, 1999 for The CommercIal Mortgage Pass-Through Certificates Senes 1999-CI, to be hIs/her free and voluntary act of such parties for the uses and purposes mentloned 10 this tnstrument DATED __ ~M..aA: 2" 2001 1005510035/8133066 Pnnl Naine· 1] d' iff-oR.. Ii V;; <-0 NOTARY PUBLIC for the State /?.4 EXHIBIT "A" TO ACCESS EASEMENT PARKING AND ACCESS EASEMENT THAT PORTION OF LOTS I AND 2, CITY OF RENTON SHORT PLAT NO. SP 009-87, RECORDED UNDER RECORDING NO. 8707069001, RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT TIlE SOUTIIWEST CORNER OF SAID LOT 1; SAlD CORNER ALSO BEING TIlE SOUTIIEAST CORNER OF LOT "C", CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-OOl-88 RECORDED UNDER RECORDING NO. 8911139006; TIffiNCE NOlo04'08"EALONGTHE WEST LINE OF SAID LOT 1, A DISTANCE OF 242.84 FEET TO 1HE 1RVE POINT OF BEG.INNJNG; THENCE CONTINUING NO 1004'08"E ALONG TIm WEST LINE OF SAID LOT 1 AND LOT 2, A DISTANCE OF 451.69 FEET TO ruE MOST SOUTHERLY CORNER OF AN EASEMENT FOR INGRESS, EGRESS, LANDSCAPE AND EMERGENCY ACCESS LANE AS DESCRIBED IN PARAGRAPH NO.3 IN EXHIBIT <LA" IN INSTRUMENT DESCRIBED UNDER KING COUNTY RECORDING NO. 8612221311; SAID POINT LYING ON A CURVEHAVlNG A RADIUS OF 60 FEET TO wmCH A RADIAL LINE BEARS N75°44'14>7W; THENCE NORTHEASTERLY ALONG SAID CURVE AND ALONG THE SOUTHEASTERLY LINE OF SAID EASElvIENT TIIROUGH A CENTRAL ANGLE OF 31 0 18' 58", AN ARC DISTANCE OF 32.79 FEET TO A REVERSE CURVE HA VINO A RADIUS OF 80 FEET; THENCE ALONG SAID CURVE TIIROUGH A CENTRAL ANGLE OF 15°55'32", AN ARC DISTANCE OF 22.24 FEET; 1HENCE LEA VlNG SAID SOUTHEASTERLY LINE SOoo23'46"E, A DISTANCE OF 125.21 FEET, TIffiNCE SOoo19'lS"W, A DISTANCE OF 77.88 FEET; TIIENCE S86°06'40"E, A DISTANCE OF 7.83 FEET; THENCE SOO~7'44"W, A DISTANCE OF 84.18 FEET; TIffiNCE SOl °04' 49"W, A DISTANCE OF 63.70 FEET; THENCE S02°18'29"W, A DISTANCE OF 71.56 FEET; THENCE S37°30'39"W, A DISTANCE OF 48.17 FEET; THENCE S18°47'21"W, A DISTANCE OF 38.07 FEET; TO TIrE TRUE POINT OF BEGINNING; 1 00551 0035/826360 1 A-1 EXHIBIT "A" TO ACCESS EASEMENT TOGETHER WIlli THAT PORTION OF LOT "C", CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-001-88, RECORDED UNDER RECORDING NO. 8911139006 DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTIiEAST CORNER OF SAID LOT "C", TIlENCE N89°44 '02"W ALONG THE soum LINE OF SAID LOT "C", A DISTANCE OF 170.00 FEET; TIIENCELEAVING SAID SOUlHLINE NOI 004'0870' , A DISTANCE OF 90.00 FEET; TIfENCE S89°44'02"E, A DISTANCE OF 150.00 FEET; ~ TIIENCE NOI °04'08"E, A DISTANC~ OF 85.00 FEET; V- THENCE NOsoS6'56"E, A DISTANCE OF 10.30 FEET; THENCE NO 1 °03' 53';E, A DISTANCE OF 115.00 FEET; TIIENCE S88°56'07"E, A DISTANCE OF 19.13 FEET TO A POINT ON TIIE EAST LINE OF SAID LOT "C"; SAID POINT HEREINAFTER. DESCRIBED AS POINT "A"; TI1ENCE SO 1 °04'08"W ALONG SAID EAST LINE, A DISTANCE OF 299.99 FEET TO TIIE BEGINNING; TOGETHER WITH THAT PORTION OF SAID LOT "C" DESCRIBED AS FOLLOWS: COMMENCING AT THE AFOREMENTIONED POINT "An; THENCE NOt °04 '08"E ALONG THE EAST LINE OF SAID LOT "C", A DISTANCE OF 267.91 FEET TO THE TRUE POINT OF BEGINNING; TIIENCE LEAVING SAID EAST LINE N&8°55'S2"W, A DISTANCE OF 20.00 FEET; THENCE NOlo04'08"E, A DISTANCE OF 128.78 FEET TO A POINT ON A CURVE HAVING A RADIUS OF 80 FEET TO wmCH A RADIAL LINE BEARS N77°30'38"W; THENCE NORTHEASTERLY ALONG SAID CURVE TIlROUGH A CENTRAL ANGLE OF 31 °40'3S", AN ARC DISTANCE OF 44.23 FEET TO TI-IE EAST LINE OF SAID LOT "C''', THENCE SOl °04'08"W ALONG SAlD EAST LINE, A DISTANCE OF 167.60 FEET TO TIfE TRUE POINT OF BEGINNING. lOO5Sl 00351826360 1 A-2 .~ Co::> C'" EXHIBIT "B" TO ACCESS EASEMENT LEGAL DESCRIPTION LAND ACQUISITION THAT PORTION OF LOTS 1 AND 2, CITY OF RENTON SHORT PLAT NO. SP 009-87, RECORDED UNDER RECORDING NO. 870706900), RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT TIiE SOUTIIWEST CORNER OF SAID LOT 1; SAID CORNER ALSO BEING THE SOUTHEAST CORNER OF LOT "e", CITY OF RENTON LOT . LINE ADJUSTMENT NO. LLA-OO 1-88 RECORDED UNDER RECORDING NO. 8911139006; THENCE N01 °04'08"E ALONG THE WEST LINE OF SAID LOT 1, A DISTANCE OF 242.84 FEET TO THE TRUE POINT OF BEGINNING; TIlENCE' CONTINUING NOl °04'08"E ALONG TIlE WEST LINE OF SAID LOT 1 AND LOT 2, A DISTANCE OF 451.69 FEET TO THE MOST SOUTIIERL Y CORNER 6F AN EASEMENT FOR INGRESS, EGRESS, LANDSCAPE AND EMERGENCY ACCESS LANE AS DESCRIBED IN PARAGRAPH NO.3 IN EXHIBIT "A"m INSTRUMENT DESCRIBED UNDER KING COUNTY RECORDING NO. 8612221311; SAID POINT LYING ON A CURVE HA VINO A RADIUS OF 60 FBET TO WIDCR A RADIAL LINE BEARS N75°44'14 "W; 1HENCE NORTHEASTERLY ALONG SAID CURVE AND ALONG TIlE SOUTIIEASTERL Y LINE OF SAID EASEMENT THROUGH A CENTRAL ANGLE OF 31°18'58", AN ARC DISTANCE OF 32.79 FEET TO A REVERSE CURVE HAVING A RADIUS OF 80 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 15°55'32", AN ARC DISTANCE OF 22.24 FEET; TIIENCE LEAVING SAID SOUTHEASTERL Y LINE S000:23'46"E, A DISTANCE OF 125.21 FEET, THENCE SOoo19'15"W, A DISTANCE OF 77.88 FEET; TIIENCE 886°06'40"E, A DISTANCE OF 7.83 FEET; TIIENCE 800°21' 44"W, A DISTANCE OF 84.18 FEET; TIJENCE SOl°04'49"W. A DISTANCE OF 63.70 FEET; THENCE S02°18'29"W, A DISTANCE OF 71.56 FEE'P, THENCE S37°30'39"W, A DISTANCE OF 48.17 FEET; THENCE S18°41'21"W, A DISTANCE OF 38.07 FEET; TO THE TRUE POINT OF BEGINNING. 1005510035/826360 ) B-1 EXHIBIT "e" TO ACCESS EASEMENT ONE RENTON PLACE (llARCELS A AND B) I?ARCELt A: THAT PORTION OF THE NOF.THEAST QUARTER 011 SIC'l'ION l.9, TO~SHIP 23 NORTH, RANtm 5 EAST, WILLAMETTE MEP.IOIAN, IN KING COON".N. WASHINGTON, BLOCKS. 11 ANO U, C. O. ~,;_~' S BARLING'I'ON-GARDENS ADDXTION TO 'l."HB CITY or SRA'l'1'LB, DIVISION NO.1, ACCOlUJlNG TO THE fLAT TlmlUroF, RECOlmED IN VOLUMB 17 OP PLATS. PAGB(S) 74, !N KING COONTf. WASHlNO'l'ON, AND OF VACATED STREETS AND ALLEYS A'l"l'Acruw THElUtTO, AND LOTS 1. 'I'BROOOH 12. lNCLUSLVB I BLOC'&: 5, RBNToN VID, ACCORDINQ TO TIm 1't.A'l' TBImBOP, RBCO:RDaD m VOLUM2 33 or PLATS, PAGE ~S, IN XING COUNTY, WASHINGTON, AND OF VACA'ttD STR.EB'1'S JUm AI..I..RY9 A'l'TAClIBD nnUtBTO, D'SSCRIBED AS FOLLOWSt B~GINNINa 1\T 'l'lIB SOtl'THEAST CORNER OF THB NOR.THWBST QUAltTER OF SAID NORnmAST QUARTER O'P SB:CTION 19, T1mNCJl: SOUTH 01°04' 08" WEST ALONO Tl:IB BAST Lrlm 01" TRK SOO'l'HWEST QUAA'l'Ell 07 '.t1m NORTHEAST QW'l.RTJUt, A DISTANCE OF :z J •. lS FEET, 'l'HENCB SOUTa 55°03'1.2" EMT, A DISTANCB 01' 45.44 FEE'l' TO TBB TRUE POINT OF BEGINNING; TRENC'R SOU'l'H 89-,44' 03" EAST ALONG 'l'H8 SOt11'lJ MARGm 0' tu!:NTON Vlt.LAG'B ~LACB (NORTH LINB OF TIm PLAT or R!NTON vtEW), A DISTANCK OF 867.lS 1!Wr'l'J THENCE SoUTa 011 2"03" WIST, A DISTANCB OF 123.27 FBBT TO A pOINT ON THE NORTalRLY MARGIN OF PRIMARY STA'l'K HIGHWAl' NO. 1 (Jet. a.S.H. 5"'M TO JCT. P.S.H. NO. 2-SR 405), nmNCB SOtrrH 20· 46 ' 00" EAST I ALONG SAIl) NOl\TR MARGIN, 30. 00 JI'lm'l'; THENCK M.ONG A CURVE TO TRR RIGltT IN A SOUTHWESTERLY DIUCTION RAVING A RADIUS OF 1,810.00 FEI'1' THROUGH A CENTRAL ANGt& OF 0'7 D05'01", AN AAC OISTANCB OP 2~3.93 i'ERT TO A POINT OF CURVE TO A SPIRAL CORVB; THENCB ALONG A SPIRAL C:URW TO TRB RIGH'l' ON THB NORTmmL):' MA:RGIN OF ~SB NO. 1 TaB LONG CHORD OP walCH BEI\M SOOTH 79°20'21" WEST, A OISTANCK 0'1 :U2.06 F2Jrr TO 'l'8lI: PO INT OF TANGENCY 0'1 TH1C SPlR.AL CURVE 1 THENCE CONTINUING 1>J..ONG SAID NORTH MAltGIN SOUTH 80 0 49'08" WEST, A OISTANCIr OF 2l.l. ao FE21', tHENCE SOUTH 09°l.0'Sl" EAST ALONG SAID NORTH MARGIN, lO.OO FEET, TH~NCB SOUTH 800 49'09" WEST, ALONG SAID NORTU MARG~N, 2'7.80 FEET TO A pOINT OP CURVATURE; TH!:NCE Al'..oNG SAm NORTH MARGIN ON A CURVK TO THB R.IGHT lJAVIHG A MDXUS OF 11.380.00 Flilrl' THRDOGH A CENTRAI, ANGLE Ol" 000 15'40", AN MC DISToANCB ot' 51.96 FRET; 'l'liE.N'CS NORTH 08°5$'12" WEST ALONG SAUl NOaTH MAROni 20.00 FEET 'to A POINT 0' ClJRVATORE 1 THENCE ALONG SAID NORTH MAROni IN A SOO'l'B'NBSTlUtLY DIRECTION ON A CUltW TO 1'iiE 1005510035/826360 1 C-l = c=:::J = ,= = (""J EXHIBIT "C" TO ACCESS EASEMENT RIGHT HAVING 'A RADIUS or 11,360.00 YBE'l' THROUGH A cmrrAAL ANGLE OF 018 52'J5", AN ARC DISTANCS OF '372. 03 FEiT; THENCK ~RTH ooaO~'16" WEST, A DISTANCB OU 251.51 PRBTj 'l'lmNCZ NORTH 610 ,,2' 5911 Vos-r, A. DtSv.N~ or lS8.92 FBST; 'I'H!NCE SOOl'1l 89°44' 03-lAST, A D!sT~ OF 56.01 FRE'l' TO TIm TRUE POINT OF BBGINN!NQ; TOGRtHER WITH ~ THAT PORTION OF LOTS 36, )1, J6, 19 AND 40 IN BtocK 1t OF C,O. RIL!..MAR' S ~INGTOlf GARDENS ADDITION TO THK CIT'! OP SEl\T'l'I,.!, DIVISION NO.1, A.CCORDING TO TttK PLAT t'1IRR.EOt, RB:CORDKD IN VOLUMS 17 OF PLATS, P1\Olt 7 ~, IN ICING cotJIITY, WASHINGTON, AND OP VACATED 9GTIl AV!NU!. sotrrn (ALSO KNoWN .AS S~'I'TUCX STRUT) AND ALSO TWlT -PoRTION' OF VACATBO 10TH r.,WNUE SOUTH AOJAC£NT TO BLOCK 11. {),. SAJ:D liLA'! LYING NOp.'tHmUi'! 0'1 A LIml 'BtroI'NNING AT A POINT O:P?OSITZ R!GHWAY ENGINXli:R.' S STATION (~INAF'l'lm RR~ 'l'O nBS) 197+89. S8 ON TRK SUlWRY LIN! 0'11 sa 405, JeT. aSH NO. l-M '1'0 JeT. 1'911 NO. l IN-RENTON, AND 100 1!BBT NOllTHlmLY 'L'lmRBFROM, THENCE RAS'l'SRLY '1'0 A POINT OPPOSin 1mB 199+6".59 ON SAID SURVB:Y LlNi AAD 100 l"'BT lKlR'l'HElU''t "TlmRBFROM; 'l1mNCB EAS'l'tmLY P~ WI:'I'll SAlD SURWY LI:RE 100 nJrr TO A POINT AND TH8 END OF THIS LINE DB SCRIPTION , {\ND LYING SOt.rrarmL'Y OJ' A LINB BEGINNING A'r A PaIN'!' OPPOSITE mrs 197+89,58 ON SAXo SR 40S SURVEY LINB AND 100 nBT NORTHBJtt.,Y TRBUJ'ltOM, THENCE NORTHERLY TO A Penrt OPPOSITE HBS 197+89.58 119.23 FiRT NOR'l'HBRLY THE.Rli: FROM J 1'lIENCE EASTERLY AND NOR'I"AllRLY PAru\LLEL wrra 'rim S~VlCB ROAD SURVEY LINE OJ' SAID HIGHWAY TO A POIN'l' OP?OSITB 1mB P.T. H93.4; TlmNCB BASTItRLY 'l'HR.OUGIIHES P.T. 1+93.4 TO A POIlfr OPPOSITS RXS P.T, 1+93.4 AND 30 rtmT EAS'l'ERLY nmREFROM; THltNCK so'O'l'HBllLY TO A POnrr OPPOSI'l'K mss U9+64, 58 ON nm SR 405 SURVEY LINE OP SAID HIGHWAY 100) 100 veRT NOR'l'lmRLY TRKRRFROM, T1lENCS KAS'l'ERltY PJUtALLEL WITH SAID SURVEY LINB 100 FEET TO J. POIN'l' AAD 'l'lm 100) OF THIS LINS DSSCRln'lONI EXCEPT THOSS PORTIONS CONVlMtO TO TlIS STATE Of WASHINGTON BY DJmDS RECORDED UNDER RECORDING NUMB2RB 9708140473 AND 8708140414, PARCltL BI AN &A5EMSNT FOR. ROADWAY rum PARXINQ PURPOSES, AS ESTABLISHED BY INSTRUMlmT REC01W:ED ONDER fmCOROI.NG NO'M8ER 8612311880, AND AMENDED BY mSTR.UMf:NT RECOlU)BJ:) UNtln RRCOR.DING NIJloD)RR. 90051610(9. 1005510035/826360 I EXHIBIT "C" TO ACCESS EASEMENT TWO RENTON PL1\C1l (PARCKLS 1, ~ .AND 3) PllCEL 11 THAT PORTION OF TIm N'ORTHRAST Q'OAR'l'ER OW' SIlC'l'ION 19, TOWNSHIP 23 NORTH, RANGB 5 itAST, WILLAMET'I'K MERIDIAN, IN KING COUNTY', WASHINGTON, LOt'S-11. ANI> -12, aLeCK 5, RENTON VIEW ADDITION, ACCORDING TO Tim PLAT THERE01, RECOROlW IN VOLOMB 33 or PLATS, PAGE (6) ~!5, IN lUNG COllBT'f, WASHINGTON, MORE PARTlCULAA.LY DEsCltIBlm .AS FOLLOWS: • . COMMENCING AT THE SOO'THBAST CORNER 01" 'l'HB NOR'l'HNEST QT1AR'I'ER OP SAID NOR'l'HRAS'l' QOAATEIl OlF SECT!ON 19 J TItIWCE SOU'l'H 01°0",'00. waST ALONG Tlm ImST LINE 01" 'l'HB SOUTHWES1' QtIM.'I'Klt Ov THK NORTHEAST QUARTER, A DISTANCE OF ~24.15 FBRTI 'I.1tENCB SOU'l'H 55°03'U1 EAST, A DISTANCa 01/ 45.47 FJmT TO THE SOUTH MARGIN 0'1 REN'I'O~ VILLAGg PLACE (60 FEBT WIDB) A.NO NOR'tH 0' SAID rumTON VIP ADDITION, THENCE SOtn'H 899 44' 02" BAST ALONG nm SOOTH MARGDf, A DIS'1'ANCB OP 967.26 PB.ST 1'0 THE TP.tr& POIWi' OF BBGmmNG; TRENCH CONTINtttNG SOOTH 99°44' Ol" ltAST ALOOO SAID SOO'l'Il MAkGIN, A 'DISTANCE OF 175.09 FEET TO THE WESTERLY RIGHT 01' WAY MARGIN' or SR 515 (TALBOT ROAD SOUTH) AS SHOWN ON WASHINGTON STAN HIGHWAY P~-R8NTON VICINITY, CARR ROAD TO GRADY WAY -SBEE'l' 6 OF 6, APPROWX> NOVSMBRR 5, 1971, THENCE SOUTH O:;Z°3G' 57" lfBST, ALONG SAID WES'l'RRL"t RIGlfr OF WAY LINK, A DISTANCE OP H.1'l. FEE'l' TO TB.Z NORTtmR,tJ"l MNtQn OlP PR.I~"! STA't'lI RI<mW1I.Y NO. l. (JUNC'l:!ON S.S.R. S·M-TO JUNCTION p.S.H. NO.2-SR' 40S). SAUl NORTRBRLY MARGIN 'LYING ON A CUR~ HAVING A RADIUS Ot" 1,780.00 nET AND RAVING A RADIAL BEARING ot' NORTH 27·00'05" WEST, THENCE WE.9Tmtl.. Y ALONG SAIt> CURVE TlIROtSl A CENTRAL ANGLE OF 6 "12 • 09", AN ARC DISTANCE OF ~92. 69 F&8T TO A POINT ON 't'BX BASTBRLY LINE OF A LBASl!; ENTERED ON APRIL 7, 1980 BIITWlmN lUWTON Vlt.LAGR COMP1.N'l AHl) 'BOIttlroCOMPUTBR SERVICES: THEN~ NOR.TH 01 ° 24' 03" KAST ALONG SAID EASTERLY LINK, A DISTANCE OP 122.94 txF:!' TO nm 1'ROB POINT or BEGINNING. PARCEL 4: THAT PORTION OF 'I'HB NOR'J.'HEAS'l' QUAR.'l'BR. Ot" SECTION 19 .•. TOWNSHIP 23 NORTH. RANG! 5 EAST, WIL!J\MBT'.I'X MERIDIAN, IN KING COUNTY, liru3lUNG'rON, DESCRIBED AS FOLLOWS l COMMENCING AT 'l'RR SOtrrRWEST CORNU OF 'l'BX NOitTHRAS'l' QtmRTBR OV TIm NOR'l'HEAS1 QUARTER. 'l'HEREOF; THENCE NORTH 01°04' os-EJ\ST ALONG TIm WEST LINE 'l'HBRBOP 244. (5~ nET, THENCIt SOOTH 8B055'5~" EAST -tO~.38 nET TO TIm TROBK)INT OF BEGINNING; THENCE SOUTH e9°44'Q~" EAST 515.11 FEET; 10055100351826360 1 C-3 EXHIBIT "e" TO ACCESS EASEMENT THENCE SOUTH 00°15'58-WEST 13.35 FEST; THENClC SOUTH 89°U,'Ol' ltAST 1.15.00 nn TO THB ~S'l"B'RLY MARGIN or SR. 515 (TALBOT }:tOAD SOOTH) AS SBOHN AS WASHIllGTON' s'tA'l'll HlGlDlAY PLAN-RRN'l'ON VICINITY: CARR aoAO AND CJRN)Y WAY, SBBltt 6 or G, APPROVED NOVEMBER 5, 1911, 'l'RENC! ALONG TIm WES~Y MARGIN OP 'tALDO'l' ROAD SOOTH, SOt1'1'H 02 0 36' 57" WBST 410.00 FEET TO nm INTERSECTION WIm 'l'1tB NORTH MAllIJIN or SOlJ'l'H JUailTON VIr.LAG3 Pt..ACB (60 ntr Wl:O!l J TlmNC8 ALONG nm NOR.'11I ~C:UN 0' soU'l"lJ RmrrOJJ VILLAGB PLAC8, NOR-Tit 89°·H1 0:a" WST 679.31 :FEET 'rO nm WIST LINS OP 'l'H! LAND DESCRIBEll IN S2WIDIT -A" 0' QUIT CLAIM DEED RECORDID llNOBR RECORDING NOHBD 8208270355, _ _ -THENCK ALONG 'I'HR WEST LINR, NORTH 01" 04 ' 0 B'" BAST ·t29. 05 Flnrl' TO -nm 'l'RU! POIN'l' 011 BBG!mnNG. (ALSO :t<NOim AS !.0'1' 1 OF CIty 011' RBNTON SHOR.T PLJl.T NUMBn 009-87 rnBNTON VlL1.AGR COMPANY saoR.'r PLAT NUMBER ONB) r RBCORDED 'ONDER. RECORDING NUMBltR 8707069001.) PARCEL 3: BASEMltN"I' (S) FOR RKCIPROCJ\L ACCBSS, AS ESTABLISHED BY lNSTRUMli:N'l' RBCORDRD UNDER R.ECORDING NTJMBBR 86122311.9S, AS AMBNI)XO BY DlS'l'R'UMENT UCORDIm l1.NDKR RBCORDDlG NUMBER 8709291408. lOOS~l 0035/826360 1 CA EXHIBIT "e" TO ACCESS EASEMENT TRl'tBB RENTON PLACE (PAACELS A ANI> B) PARCEL A: THAT PORTION Or' TB1£ NORTHEAST QUARTER. OF SECTION 19, TOWNSB'!P :23 NORTH, mroE 5 EAST, W'ILLN1!'I"l'E MElq:OIAN, IN KING COUN'l"l ~ WASHINGTON, DlSctUBED ~s FOLLOWS: CQMMRNCING AT nm SC>tJ'l'llWRST CORNER 01 'l'HK NORTaBAST QUARTER 01' 8J\1D NORTREAST QUARTJml T'HBNCB NOaTH O~004' 08" BAST ALONG TIm WEST 11D1B TmmllOP, A DIS'l'ANCB OF ~44. 66 FElT; THENCE SOUTH BB 0 55' 52" EAST, A DISTANCR OP 40:2.3(l P'BBT TO nm TRUE POINT OF BKGINNmG, TRXNCZ SOUTH 99°44'01" EAST, A DISTANCE Og 515.11 PERT1 TURNCR NORTH 00°15'50-KAST, A DISTANCB OF 190,6S FKtTl 'I'HENCR SOUTH 89°44'02" BAST, A DISTNlClI or 192.71 nET TO 11. POINT ON 'ntB WESTJm.r.Y MARGIN OIl' 611.-515 (TALBOT ROAD SOUTH) AS SHOWN ON WAS1UNGTQN STATX RIGIiWAY ~o t.:::l PLAN~R.Em'ON VICINITY, CARR ROAD TO GRAD'¥: WAY, SHltlrl' 6 OJ' 6, APPR.OVED NOVRMBE'R 5, C) 1971., SAID POINT LYING ON A CURVE HAVING A RADIUS or 650.00 i'JmT AND HAVING A ;; RADIAL BEAR.1bTG OF SOO'Tlt 99°20' OS" WllST; o TH!NCS NOR'l'HKRLY ALONG SAID CURVE AND THB NKSTKRLY MARGIN Olf TA!.BOT ROAD SOUTH r-THR.OUGH A ~ 1\NG~ OJ! 3~·lS' 11", AN ARC DIST]!.NCB OF 365.90 FEETI C".I TU.RNC1I: NORTll 320 5S' 031t WEST, 1\ DISTANCB OF 1~ 8.11 FKET. TO A Tl\NGKN'l' ctJRVi '1'0 THB ~ un BAVD}Q .A RADIUS 017 55.00 RB'l'; TllBNCB NQRTK AND WBBTRaL Y ALONG SAIl) CORVK THROU'OB A Cli!N'l1lAr. ANGLS OF 8 a 02" l ~ " , c:;. AN Me DI9T~CE OF 84.88 FRET TO A RE\lER.SB CtJiVB SAVING A RADIUS 011 3,969.71 ~ PiET, S1\ID CuRW LYING ON ~ sOUTllBASTERLY Mrul.GIN or SOQ'l'R GAAl)y WAY; THENCE SOt1'rHWBSTERLY ALONG SAID MARGIN THROOOH A CRN'l"RAL ANGLE 011 070 33' 32" I 1>.N MC DISTANCE OF 510.52 FXK'l" TO A POIN'r muCH LIBS NORTH Ol. ·04' 08" EAST FROM THR TRUE POINT OF BBGINNING, 'l1IBNCE sOUTH 01004' 08" WSTt A DISTANCB OF 411.71 PEJtT TO TIm TRUB POINT OF BEGINNING. (1\LSO KNOWN l\S J..IJIt 2 OF CIn OF RBN'l'ON SHORT Pr.AT NUMBER 009"87 (Rlml'ON VILLAGR COM1JAN'l SHOR'l' PLAT NUMBED. Olm), Ri:COROBD ONDER RBCOlU)ING NtlMB2R. 8707on001.) PARC!!. Bt EMBMENT (S) FOR RlECIl?ROCAL ACCESS, AS ISTABLISmm aiJ INSTRut-mNT RECORDBO 0NI>E1l RECORDING NUMBER 8612231195, AS AMENDED BY tNB'I'R~ MCORDRD UNDER RBCORl:)tNG NUMBSR 8709291409, AND TOGE'I'HBR WITH AN EAS'BMlm'l' FOR PAlUtING M ESTABLISHED BY INSTRUMENT RaCORDItD UNDER RECORDING NUMBER Bfil2:l3119G. 100S51 0035(826360 1 C-5 ATTACHMENT TO ACCESS EASEMENT LASALLE BANK NATIONAL ASSOCIATION (FORMERLY KNO\VN AS LASALLE NATIONAL BANK), AS TRUSTEE, UNDER THAT CERTAIN POOLING & SERVICING AGREEMENT DATED January 10, 1999 FOR THE COMMERCIAL MORTGAGE PASS- THROUGH CERTIFICATES SERIES 1999-Cl, by GMAC COMMERCIAL MORTGAGE CORPORATION, A CALIFORNIA CORPORATION, ITS MASTER SERVICER, hereby agrees to the granting of the aforesaId Access Easement and agrees that any foreclosure or sale under foreclosure of that certain Deed of Trust bearmg Kmg County AudItor's FIle Number 9809031355 dated September 3, 1998, as assigned by Asslgnment bearmg King County Auditor's FIle Number 9809031358 dated September 3, 1998 shall be subject to such Access Easement LASALLE BANK NATIONAL ASSOCIATION (FORMERLY KNOWN AS LASALLE NATIONAL BANK), AS TRUS'fEE, UNDER THAT CERTAIN POOLING & SERVICING AGREEMENT DATEO January 10, 1999 FOR THE COMMERCIAL MORTGAGE PASS·THROUGH CERTIFICATES SERIES 1999-C1 By: GMAC COMMERCIAL MORTGAGE CORPORATION, = a CalifornIa corporation, Its Master Servlcer c:::t By ~A f\77 Its VIce Preslden STA IE OF PENNSYLVANIA ) ) ss COUNTY OF MONTGOMERY) I certify that I know or have satisfactory evidence that GARY ROUTZAHN is the person who appeared before me, and said person acknowledged that he s1gned thIS mstrument, on oath stated that he is authorized to execute the instrument and acknowledged It as the VIce PresIdent of GMAC COMMERCIAL MORTGAGE CORPORATION, a CalifornIa corporatIOn, Master Servicer of LASALLE BANK NATIONAL ASSOCIATION (formerly known as LASALLE NATIONAL BANK), as Trustee under that certain Poolmg & ServIcing Agreement Dated January 10, 1999 for The Commerclal Mortgage Pass-Through Certificates Senes 1999-Cl, to be hIS free and voluntary act of such parties for the uses and purposes mentlOned In thls Instrument 100551(0035/852932 1 ~~~-) PnntNarne &reQ1'1ltl r;·s (J 0 NOTARY PUBLIC for the State of Pennsylvania, residmg at f ;::; ~----~~~~----~~! . BAA~.tilWlre "--__ _ Horshcm TwP., ~ CounW My COOt~&rms ~ .. 15, 2IXG = After recordmg return to Paul V McCarthy, Esq LANE POWELL SPEARS LUBERSKY LLP 1420 STI! Avenue, SUIte 4100 Seattle, WA 98101-2338 Washmeton State Recorder' 5 Cover Sheet (RCW 65 01) Document Title(s): Mutual Release of Claims Reference Nurnber(s) of Related Documents: Grantor(s): 1. RENTON PROPERTIES LLC Additional names on page of document Grantee(s)~ FILED BY CHICAGO TiTLE INSURM\!CE CO,,i 1>t"4 1 RVA CENTER LLC REF. If 5b33/f . G r3J ilW AddItIOnal names on page of document Abbreviated Legal Description(s): Ptn NE1/4 of S 19, T23N, R5E, Blks 11 & 12, CD HIllman's Earlington Gardens Add To C1ty of Seattle, DIV #1, V1 17, Pg 74, Lts 1-12, Blk S, Renton View, Vi 33, Pg 25, Ptn Lts 1 & 2, City of Renton SIP No SP 009-87, #8707069001 AddItIOnal legal descnptIOn on pages Al -A3 and B-1 of document Assessor's Property Tax Parcel/Account Number(s): 192305-9001-07, 192305-9023-01, & 723160-0542 100551003518124514 MUTUAL RELEASE OF CLAIMS Tm~ MUTUAL RELEASE OF CLAIMS ("Release") is made and entered Into as of the Z / day of fe,dc""k.r; 2001 by and between RVA CENTER LLC, a Washington hmited liability company ("Purchaser"), and RENTON PROPERTIES LLC, a Washmgton lImited liability company ("Seller") RECITALS A On or about December 28, 1999, Purchaser and Seller's predecessor-m-Interest, Umverslty Street Propertles II, L L C, a Delaware limlted liablhty company ("USP"), entered into a Purchase and Sale Agreement ("Agreement") pertaining to certain real property and improvements located in Renton, Washmgton Seller has succeeded to the I nterest of USP in, to, and under the Agreement B Agreement Paragraph 2 (iv) contains a mutual release of claims by Purchaser and Seller as to certam specified matters Agreement Paragraph 324 reqUlres Purchaser and Seller to execute and deliver mutual releases described In Paragraph "2 (v)" (sic) as a part of reqUIred deliveries in to escrow to close the purchase and sale transaction C Purchaser and Seller are prepared to execute and deliver the reqUlred mutual releases in the form of this Release NOW, THEREFORE, in consideratlOn of the Agreement, of the Recitals set forth above, and in further consideration of the terms of this Release, Purchaser and Seller agree as follows This Release shall be deemed to constitute the "mutual releases" reqUIred by Paragraph 2 (IV) of the Agreement 2 Purchaser hereby disclaims and releases any and all clalms, known or unknown, asserted or unasserted, agamst Seller and It respective members, officers, directors, employees, and agents, further, Purchaser disclaims and releases any and all claims, known or unknown, asserted or unasserted, against Seller's predecessors 10 tItle, and their respective members, officers, directors, employees and agents for adverse posseSSIOn, trespass, and/or prescriptive easement(s) relating to or growing out of the pnor use or occupancy of the property descnbed In Exhibit A, attache9 ,hereto and incorporated herem by this reference 3 Seller hereby disclaims and releases any and all claims, known or unknown, asserted or unasserted, against Purchaser, ItS respective members, officers, directors, employees, and agents, further, Seller disclaims and releases any and all claims, known or 2 1005510035/8124514 unknown, asserted or unasserted, agamst Purchaser's predecessors in title, and theIr respective members,. officers, directors, employees and agents, relating to or growmg out of the pnor use or occupancy of the property descnbed m Exhibit B, attached hereto and Incorporated herein by this reference, for adverse possess10n, trespass, andlor prescriptive easement(s) relating to or growing out of the pnof use of the Property deSCrIbed m Exhibit B 4 Except as expressly set forth here1n, neither Purchaser nor Seller disclaIms or releases the other from any claim each may have against the other i, I!u.LAgLe_eJ:n.ent..shalL_m)Jr~tQJhe. benefit of amLhe bmding upon the successors and authQDze.d~.§stgps of Purchaser and Seller. 2,. The prevaihngparty In any action Instituted to enforce this Agreement Of any PlQYIslon here'oLshalL~ent1tle.d to recover Its rea£Qnable attorney's fee..s."and court costs. mcludwg attorney's fees and costs on any appeal from IUdgment. from the nOD-prevallmg Rm 7 ThiS Agreement represents the enttre agreement between the partIes r~lat1Dg to the subJect matter hereof and supersedes any and all PDOf agreements negotJ.a1llID.Lailll. dlscusslOns between the parties as to that subJect matteL 8. rbi.s M~m.eJJ.1....maY.. b..e~e.cute_d In any number of Identical counterQ,a.!1S. and all Such cOUllte.rparts taken together shall be construed as one and the same Agreement. Purchaser RV A Center LLC, A WashlOgton Limited Liablllty Company By SMG Center LLC, A Washmgton LImited Liability Company, Its Managing Member R1mLlNE (V I V 2) 100551 00351812451 3 3 STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or have satIsfactory eVidence that;/fi?/;~~/ £ 'OJ! IS the person who appeared before me, and said person acknowledged that he s ed this Instrument, on oath stated .. that he is authorized to execute the Instrument and acknowledged It as the I}?ihi, . ~ of SMG Center LLC, a Washington hmited liability company and Ma . gi g Member of RVA Center LLC, a Washmgton ltmlted liability company, to be hiS free and voluntary act of such parti for the u s and purposes mentioned In this Instrument. DATED _b_~~ttAtb=-.:-~--!-/ __ REDLNF. (V 1 V 2) 100551 OU35~12451 3 4 PnntName 0 for Washmgton, resldm~ ~t r~~uck6 UJtt RENTON: Renton Properties LLC, a Washington limited liability company By-===r===~~~ __ __ Paul M lnheim. PreSIdent STATE OF WASHINGTON) ) ss COUNTY OF KING ) I certify that I know or have satlsfactory eVIdence that Paul M ManheIm, the PreSIdent of HAL Realty TIl, Inc, Manager of Renton Properties LLC, IS the person who appeared before me, and said person acknowledged that he SIgned this Instrument on behalf of said corporatIon In his capacity as PreSident of the corporatlOn, Manager of the limited ltability company, acknowledged it to be the free and voluntary act for the uses and purposes mentioned in this instrument, and on oath stated that he is authorized to execute thIS mstrument DATED At~K2b,;Wo1 ~_~~==L-4_ 5 1005510035/8124514 Pnnt Name __________ _ NOTARY PUBLIC forn}he State of Washington, reSiding at .)l~ @ My appointment expires (Ziff~ EXHIBIT A ONE RENTON PLACE PARCEL A THAT PORTlON OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTB MERIDlAN, IN KING COUNTY, WASHINGTON; AND BLOCKS 11 AND 12, C. D. HILLMAN'S EARLINGTON 'GARDENS ADDITION TO THB CIT'{ OF SEATTLE, DIVISION NO.1, ACCORDING TO THB PLAT THERBOF, RECORDED IN VOLUME 17 OF PLATS, PAGE (5) 74, IN KING COONTY, WASHINGTON, AND OF VACATED STREETS .AND ALLIriS AT'l'J\CHED THERETO, AND LOTS 1 THROOGH 12, INCLUSIVB, BLOCK 5, RENTON VIEW, ACCORDING TO THE PLAT THEREOF, RBCORDBD IN VOLUME 33 OF PLATS, PAGE 25, IN KING COUNT'.{, WASHINGTON, AND OF VACATED STREETS AND ALLEYS ATTACHED THERETO, DESCRIBED ~ AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THB NORTHWEST QUARTER OF SAID NORTH BAST QUARTER OF SECTION 19; J THENCE SOUTH 01°04'08" WEST ALONG THE BAST LINE OF THE SOUTHWEST QUARTER OF THB NORTHEAST QUARTER, A DISTANCE OF 224.15 PEET, THENCE SOUTH 55°03' 12" EAST, A DISTANCB OF 45.44 FEET TO THE TROB POINT OF BEGINNING; THENCE SOUTH 89" 4 4' 03" EAST ALONG THE SOtrnl MARGIN OF RENTON VILLAGE PLACE (NORTH LINE OF THB PLAT OP RENTON VIEW), A DISTANCB OF 8ii 7.26 FBET i THENCE SOUTH OP24' 03" WEST, A DISTANCE 0F 123.27 PEET TO A POINT ON THE NORTIlBRLY MARGIN OF PRIMARY STATE HIGHWAY NO.1 (JCT. S.S.H. S~M TO JCT. P.S.H. NO. 2~SR 405) 1 THENCE SOOTH 20"46'00" EAST, ALONG SAID NORTH MARGIN, 30.00 FEET; THENCB ALONG A CURVB TO THE RIGHT IN A SOUTHWESTERLY DIRECTION HAVING A RADIOS OP 1,810.00 FBET THROOGH A CENTRAL ANGLE OF 070 05'07", AN ARC DXSTANCB OF 223.83 FEET TO A POINT OF CURVE TO A SPIRAL CURVE1 TIiENCB ALONG A SPIRAL CURVE TO THB RIGHT ON THB NORTHERLY MARGIN OF PSH NO. 1 THB LONG CHORD OF WHICH BEARS SOOTH 79°20'21" WBST, A DISTANCB OF 292.06 FEET TO THB POINT OF TANGENCY OF THE SPIRAL CURVET THENCB CONTINUING ALONG SAID NORTH MARGIN SOUTH 80"49'08" WEST, A DISTANCB OF 213.80 FEET, . THENCE SOUTH 09°10'52" EAST ALONG SAID NORTH MARGIN, 20.00 PEET, THENCB SOUTH 80°49'06" WEST, ALONG SAID NORTH MARGIN, 27.80 FBBT TO A POINT OF CURVATURB, THENCE ALONG SAID NORTH MARGIN ON A CURVS TO THB RIGHT HAVING A RADIOS OF 11,380.00 FEET THROUGH A CENTRAL ANGLB OF 00°15'40", AN ARC DISTANCB OF 51.86 FBBT, THENCE NORTH 08°55'12" WEST ALONG SAID NORTH MARGIN 20.00 FBET TO A POINT OF CURVA'I'tJRE 1 THENCB ALONG SAID NORTH MARGIN IN A SOUTHWESTERLY DIRBCTION ON A CURVE TO THE A·I RIGHT HAVING A RADIUS OF 11,360,00 ~EET THROUGH A CENTRAL ANGLE OF 01°52'35-, AN ARC DISTANCE OF 372.03 FEET, THENCB NORTH 000 02'16" WEST, A DISTANCE OF 251.51 FBET, THENCH NORTH 61°42'59" EAST, A DISTANCE OF 258.92 FBBT; THENCE SOUTH 89 °44' 03· BAST, A DISTANCB OF 56.01 PEET TO THE TROB POIN'!' OF BEGINNING; TOGETHER WITH ALL THAT PORTION OF LOTS 36, 37, 38, 39 ANtI 40 IN BLOCK 11 OF C.D. HILLMAN'S EARLINGTON GARDENS ADDITION TO THE CITY OP SEATTLE, DIVISION NO.1, ACCORDING TO THE PLAT THERBOF, RECORDED IN VOLUMB 17 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON I AND OF VACATED 96TH AVENUE SOtJ'l'H (ALSO KNOWN 1\S SHAT'l'OCK STREET) AND ALSO THAT PORTION OF VACATED 10TH AVENUB SOOTH ADJACENT TO BLOCK 11 OF SAID PLAT LYING NORTHERLY OF A LINB BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEER'S STATION (HEREINAFTER REFERRBD TO HES) 197+89.58 ON THE SURVEY LINB OF SR 405, JCT. SSH NO. 2-M TO JCT. PSH NO.2 IN RENTON, AND 100 FEET NORTHERLY THEREFR~, THENCE RASTHRLY TO A POINT OPPOSITE RES 199+64.58 ON SAID SURVEY LINE AND 100 FEBT NORTHERLY THEREFRCM, THENCB EASTERLY PARALLEL WITH SAID SURVEY LINE 100 FEET TO A POINT AND THE END OF THIS LINE DESCRIPTION; AND LYING SOUTHERLY OF A LINB BEGINNING AT A PQINT OPPOSITE HES 197+89.58 ON SAID SR 405 SURVEY LINE AND 100 FBET NORTHE.RLY THERBFRGlI THENCB NORTHERLY TO A POINT OPPOSITE H~S 197+89.58 118.22 PEET NORTHERLY TliEREFROM ; THENCB EASTERLY .AND NORTliERLY PARALLEL WITH THE SERVICB ROAD SURVEY LINE OF SAlD HIGHWA~ TO A POINT OPPOSITE RES P.T. 1+~3.4, THENCB EASTERLY THROUGH RES P.T. 1+93.4 TO A POINT OPPOSITE HES P.T. 1+93.4 AND 30 FBET EASTERLY THBREFRa-tl THENCE SOO'I'HERLY TO A POINT OPPOSITE RES 199+64.58 ON THB SR 405 SURVEY LINE OF SAID HIGHWAY AND 100 FBET NORTHBRLY THBREFRCM; THENCE EASTERLY PARALLEL WITH SAID SURVEY LINE 100 FEET TO A POINT AND THB END OF THIS LINE DESCRIPTION; EXCEPT THOSE PORTIONS CONVEYED TO THE STATE OF WASHINGTON BY DEEDS RBCORDBD UNDBR RECORDING NUMBERS 8708140473 AND 8708140474; PARCEL B AN EASEMENT FOR ROADWAY AND PARKING PURPOSES, AS ESTABLISHED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8612311880, AND AMENDED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 9005161048. A·2 TWO RENTON PLACE PARCEL 1: THAT PORTION OF THE NOR'l'HEAST QUARTER OF SBCTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTB MERIDIAN, IN KING COUNTY, WASHING'l'ON I AND LOTS 11 AND 12, BLOCK 5, RENTON VIEW ADDITION, ACCORDING TO THg PLAT THEREOF, RECORDED IN VOLUME 33 OF PLATS, PAGElS) 25, IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOOTHEAST CORNER OF THE NORTHWEST QUARTER OF SAID NORTHEAST QUARTER OF SECT!ON 19; THENCE SOUTH 01 ° 04 'OB" WEST ALONG THB EAST LINE OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER, A DISTANCE OF 224.15 FBET; THENCE SOUTH 55°03'12" EAST, A DISTANCE OF 45.47 FEET TO THE SOUTH MARGIN OF . RENTON VILLAGE PLACB (60 FEET WIDB) AND NORTH OF SAlD RENTON VIEW ADDITION, THENCE SOUTH 99°44'02" EAST ALONG THE SOUTH MARGIN, A DISTANCB OF 867.26 FBET TO THE TRUE POINT OP BEGINNING, THENCE CONTINUING SOOTH 89°44'02" EAST ALONG SAID SOUTH MARGIN, A DISTANCE OF 175.09 FEET TO THB WBSTBRl.Y RIGHT OF WAY MARGIN OF SR S1.S (TAl..BO'l' ROAt> SOUTH) AS SHOWN ON WASHINGTON STATE HIGHWAY PLAN-RENTON VICINITY: CARR ROAD TO GRADY WAY -SHEBT 6 OF 6, APPROVED NOVEMBER S, 1971, THENCB SOUTH 02°36'57" WEST, ALONG SAID ~ESTE~Y RIGHT OF WAY LINB, A D~STANCE OF 44.11 FEET TO THE NORTHERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1. (JUNCTION S.S.H. 5-M-TO JUNCTION F.S.H. NO. 2-SR 405), SAID NORTHERLY MARGIN LYING ON A CURVE HAVING A RADIUS OF 1,780.00 FEET AND HAVING A RADIAL BEARING OF NORTH 27°00'05" WESTs THENCE WESTERLY M.ONG SAID CURVE THROUGH A CENTRAL ANGLB OF 6°12' 09-, AN ARC DISTANCE OF 192.69 FEBT TO A POINT ON THB EASTERLY LINE OF A LEASE ENTERED ON APRIL 7, 1980 BETWEEN RENTON VILLAGB COMPANY AND BOEING COMPUTER SERVICBS, THENCB NORTH 01."24'03· EAST J\LO~G SAID EASTERLY LINE, A DIST.ANCE OF 122.94 FEBT TO THE TRtJE POINT OF BEGINNING. PARCBL 2\ THAT PORTION OF THB NORTHBAST QUARTER OF SBCTION ]:9', TOWNSHIP 23 NORTH, RANGB 5 BAST, WILLAMETTB MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBBD AS FOLLOWS: COMMENCING AT THB SOUTHWEST CORNER OF THB NORTHEAST QUARTER OF THE NORTHEAST QUARTER THBREOFJ THENCE NORTH 01°04'08" EAST ALONG THE WEST LINE THEREOF 244.66 FBET! THENCE SOUTH 88°55'52" EAST 404.38 FEET TO THE TRUB POINT OF BBGINN!NG; THENCB SOUTH 83°44'02" EAST SlS.l~ FEETJ A·3 ....... C-.J 0'> = THENCB SOUTH 00°15'58-WEST 19.35 FEET; THENCE SOOTH 89°44'021 EAST 175.00 FBBT TO !Hi WESTERLY MARGIN OF SR 515 (TALBOT ROAD SOOTH) AS SHOWN .AS WASHINGTON STATE HIGHWAY PLAN~RENTON VICINI~: CARR ROAD AND GRADY WAY, SHBST 6 OF 6, APPROVED NOVBMBBR 5, 1971.1 THENCB ALONG THE WESTERLY MARGIN OF TALBOT ROAD SOUTH, SOUTH 02 D36'57" WBST 410.00 FEET TO THB INTERSECTION WITH THE NORTH MARGIN OF SOUl'H RENTON VILLAGE PLACE (60 FEET WIDB) 1 THENCE ALONG TIm NORTH MARGIN OF SOUTH RENTON VILLAGB PLACE, NORTH 89°44'02" WEST 679.31 FEET TO THB WEST LINE OF THB LAND OBSCRIBBD IN EXHIBIT "A" OF QUIT CLAIM DEED RECORDBD ONDER RECORDING NUMBER 8208270355: THENCB ALONG THB WEST LINE, NORTH OP04' 08" EAST 429.05 PElM: TO THE TRUE POINT OF BBGINNING. (ALSO }(NONN AS LOT 1 OF CIT'! OF RENTON SHORT PLAT NOMBBR 009-87 (RENTON Vl'LI..AGB COMPANY SHORT PLAT NUMBBR ONE), RECORDED UNDER RECORDING NUMBER 8707069001.) EXCBPTING THEREFROM T.HE FOLLOWING DESCRIBBD PORTION OP SAID LOT 1~ CCMMENCING AT THB SOUTHWEST CORNER OF SAID LOT 1, SAID CORNER. ]>.LSO BEING THE SOOTHSAST CORNBR OF LOT Me·, CIT'! OF RENTON LOT LINB ADJUS'lNBNT NO. LLA-OOl-89 RECORDED UNDER RECORDING ~BR 8911139006; THENCE NORTH 010 04' 09" EAST ALONG THB WEST LINB OF SAID LOT 1, A DISTANCE OF 242.84 FEET TO THB TRUB POINT OF BEGINNING; THENCB CONTINUING NORTH 01 D 04'08" EAST ALONG THB WEST LINE OF SAID LOT 1, A DISTANCE OF 186.21 FEET TO THB NORTHWEST CORNER OF SAID LOT 11 THEllCE SOUTH 99°44'02" EAST ALONG THE NORTH LINE OF SAID LOT 1, A DISTANCB OF ~1.76 FEET; THENCE SOUTH 010 04'49" WEST, A DISTANCE OF 40.24 PEET, THENCE SOUTH 02°18'29" WEST, A DISTANCB OP 71.56 FEET; THENCE SOUTH 37°30'39" WEST, A DISTANCB OF 4a.~7 PEET: THENCE SOUTH 18°47'21" WEST, A'DISTANCB OF 38.07 FEET TO THE TRUE POINT OF BEGINNIN(]~ 'PARCEl. 1 EASEMENT(S) FOR RECIPROCAL ACCESS. AS ESTAaLISHED BY INSTRUMENT RECORDED UNDER RBCORDING NUMBER 8612231195, AS AMENDED BY INSTRUMENT RECORDED ONDER RBCORDING NUMBBR 8709291408. A-4 = = r--- THRBE RENTON PLACB PARCEL A THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 BAST, WILLAMBTTB MERIDIAN, IN KING COONTY, WASHINGTON, DESCRIBED .AS FOLLOWS I COMMENCING AT THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID NORTHEAST QUARTER; THENCE NORTH 01°04'08" EAST ALONG THB WEST LINE THEREOF, A DISTANCE OF ~'4.66 FBET, THENCE SOOTH 8 a 055' 52" EAST, A DISTANCB OF 402.38 FEET TO THB TROB POINT OF BEGINNING, THENCE SOOTH 89°44'02" EAST, A DISTANCB OP 515.11 PEET; THENCE NORTH 00D15'58· .EAST, A DISTANCE OP 180.65 FBET, THENCE SOOTH 89°44'02" EAST, A DISTANCB OP 192.71 FBBT TO A POINT ON THB WESTERLY MARGIN OP SR-515 (TALBOT ROAD SOUTH) AS SHOWN ON WASHINGTON STATB HIGHWAY PLAN-RENTON VICINITY: CARR ROAD TO GRADY WAY, SHEET 6 OP 6, APPROVED NOVEMBBR 5, 1971, SAID POINT LYING ON A CURVE HAVING A RADIOS OF 650.00 PEBT AND HAVING A RADIAL BEARING OF SOOTH 89°20'00-WEST I THENCE NORTHERLY ALONG SAID CURVE AND TIm WESTERLY MARGIN OF TALBOT ROAD SOOTH THROUGH A CENTRAL ANGLE OF 32 0 15'11", AN ARC DISTANCE OF 365.90 FEET; THENCE NORTH 32° SSt 03· WEST, A DISTANCE OF 128 .11 FEBT, TO A TANGENT CURVE TO THE LEFT HAVING A ~IOS OF 55.00 FEET; THENCB NORTH AND WESTERLY ALONG SAID CURVE nrROUGH A CENTRAL ANGLE OF a8°25'22-, AN ARC DISTANCE OP 84.88 FEBT TO A REVERSE CURVE HAVING A RADIOS OF 3,069.71 PEET, SAID CURVE LYING ON THE SOUTHEASTERLY MARGIN OP SOUTH GRADY WAY; THENCE SOUTHWESTBRLY ALONG SAID MARGIN THROUGH A CENTRAL ANGLE OF ~7·33'32·, AN ARC DISTANCE OF 510.52 FEET TO A POINT WHICH LIES NORTH 01°04'08" EAST PROM THE TRUB POINT OP BBGINNING; THENCE SOOTH 01°04'08-WEST, A DISTANCB OF 411.71 FBET TO THE TRUE POINT OF BEGINNING. (ALSO KNOWN AS LOT 2 OF CITY OF RENTON SHORT PLAT NUMBBR 009-87 (RENTON VlLLAGB COMPANY SHORT PLAT NUMBER ONB), RECORDED ONDER RECORDING NUMBER 8707069001.) EXCEPTING THEREFROM TH~ FOLLOWING DESCRIBED PORTION OP SAID LOT 2: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 2, SAID CORNER ALSO BEING ON THE EAST LINB OF LOT "C·, CITY OP RENTON LOT LINB ADJtJSThtENT NO. LLA-001-88 RBCORDBD UNDER RECORDING NUMBBR 8911139006; THENCE NORTH 01°04' 08" EAST ALONG THB WEST LINE OF SAID LOT 2 AND THB BAST LINB OF SAID L09T "C", A DISTANCE OF 265.48 FEET TO THE MOST SOUTHBRLY CORNBR OP AN EASEMENT FOR INGRESS, BGRBSS, LANDSCAPE AND EMERGENCY ACCESS LANE AS DBSCRIBED IN PARAGRAPH NO. 3 IN EXHIBIT "A" IN INSTRUMBN'T RECORDED ONDER RECORDING NUMBER 861222l3l1, IN ~ING COUNTY, WASHINGTON, SAID POINT LYING ON A CURVE HAVING A A·S RADIOS OF 60 FEET TO WHICH A RADIAL LINB BEARS NORTH 75 0 44 ' 14" WEST 1 THENCE NORTHEASTERLY ALONG SAID CURVE AND ALONG THB SOUTHEAS'I'E'RLY LINE OF SAID EASEMENT THROOGH A CBN'l'RAL ANGLE OF 31618' 58 It, AN ARC DISTANCE OF 32.79 FBET TO A REVERSE CURVE HAVING A RADIUS OF 80 FEET, THENCE ALONG SAID CORVE THROOGH A CBN'I'RAL ANGLE OF 15"55' J2w, AN ARC DISTANCE OF 22.24 FEET; THENCE LEAVING SAlD SOUTHEASTBRL~ LINE SOUTH 00°23'46-BAST, A DISTANCE OP 125.21 FEETI THENCE SOOTH 00°19'15" WEST, A DISTANCE OF 71.S8 FEET; THENCB SOUTH 86°06'40. EAST, A DISTANCE OF 7.83 PEETI THENCE SOOTH 00°27'44" WEST, A DISTANCE OF 84.18 FEET; THENCE SOUTH 01°04'49. WEST, A DISTANCE OF 23.46 FEET TO THE SOOTH LINE OF SAID LOT 2; THENCE NORTH 89°44'02" WEST ALONG SAID SOUTH LINB, A DISTANCE O? 41.76 FEET TO THE POINT OF BEGINNING. PARCEL B EASEMENT(S) FOR RECIPROCAL ACCESS, AS ESTABLISHBD BY INSTRUMENT RBCORDED ONDBR RECORDING NUMBER 861223L195, AS ~END8D BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8709291408, AND TOGETHER WITH AN BASEMENT FOR PARKING AS BSTABLISHED BY INSTRUMENT RECORDED ONDER RECORDING NUMBER 8612231196. A-6 • C> c::=::l THENCE ALONG SAID CORVB THROOGH A CENTR.AU ANGLB OF 15°55'32-, AR ARC DISTANCE OF 22.24 FEET, THENCE LEAVING SAID SOUTHEASTERLY LINE SOUTH 00°23'46" EAST, A DISTANCB OF 125.21 FEBT/ , THENCE SOOTH 00°19'15" WEST, A DISTANCE OF 77.88 FEET; THENCE SOOTH 86°06'40· BAST, A DISTANCE OF 7.83 PEET; THENCE SOOTH 00°27'44" WEST, A DISTANCE OF 84.18 FEET/ THENCE SOOTH 01°04'49. WEST, A DISTANCE OF 63.70 FEET; THENCE SOOTH 020 16'29. WEST, A DISTANCE OF 71.56 FEET) THENCE SOOTH 37°JO'39d WEST, A DISTANCE OF 4B.17 FEETs THENCE SOUTH 1 S" 4 7 ' 21" WEST, A DISTANCE OF 3 B • 07 FEET TO THE TRUE POINT OF BBGINNING, TOGETHER WITH THAT PORTION OF LOT "C", CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-OOI-S8, RECORDED ONDER RECORDING NUMBER 8911139006, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOOTHEAST CORNER OF SAID LOT "C~ 1 'I'HENCB NORTH 89°44' 02" WEST ALONG THE SOUTH LINE OF SAID LOT ·C·, A DISTANCE OF 170.00 FEST, THENCE LEAVING SAID SOOTH LINB NORTH 01°04'08" EAST, A DISTANCB 01' 90.00 FEETz THENCE SOUTH 89°44'02" EAST, A DISTANCB OF 150.00 FEET, THENCB NORTH 01°04'OS-EAST, A DISTANCB OF 85.00 FEET1 THENCE NORTH 05°56'56" EAST, A DISTANCB OP 10.30 FEET, THENCE NORTH 01°03'53. EAST, A DISTANCB OF 115.00 FE~, THENCB SOUTH B8°56'01· EAST, A D!STANCB OF 19.13 FEET TO A POINT ON THE EAST LINB. OF SAID LOT "C·, SAID POINT HERBINAFTER DESCRIBED AS POINT "AWl THENCB SOUTH 01°04'08-WEST ALONG SAID EAST LINB, A DISTANCB OP 299.99 PEET TO THB BEGINNING; c--> TOGETHER WITH THAT PORTION OF SAID LOT ftC" DESCRIBBD AS FOLLOWS: COMMENCING AT THE AFOREMENTIONED POINT "A" f THENCH NORTH 01"04' OS· EAST ALONG THE BAST LINE OF SAID LOT ·C·, A DISTANCE OP 267.91 FEET TO 'mE 'l'Rtm POINT OP BEGINNING. , THENCE LRAVING SAID EAST LINB NORTH 88°55' 52" WEST, A DISTANCE OF 20.00 PEBT, 'I'ltBNCB NORTH 01"04'08· BAST, A DISTANCE OF 128.78 FEET TO A POINT ON A ctJRVB HAVING A RADIUS OF 80 FEB'!' TO WHICH A RADIAL LINB BEARS NORTH 77°30' 38· WEST, THENCB NORTHEASTERL'I ALONG SAID CURVE '.l'HROOGH A CENTRAL ANGLB OP 31 ° 4 0' 35M, .AN ARC DISTANCE Of' 44 .23 FEET TO THE EAST LINE! OF SAID LOT "C", THENCB SOUTH 01°04'08-WBST ALONG SAID EAST LINB, A DISTANCE OF 167.60 FBST TO THE TRaE POINT OF BEGINNING; A·7 - EXHIBITB LEGAL DESCRIPTION LAND ACQUISITION THAT PORTION OF LOTS 1 AND 2, CITY OF RENTON SI-JORTPLAT NO. SP 009~87, RECORDED UNDER RECORDING NO. 8707069001, RECORDS OF KING COUNTY, WASHINGTON DESCRlBED AS FOLLOWS: CO:MMENCING AT TIlE SOUTHWEST CORNER OF SAID LOT 1; SAID CORNER ALSo-BEING THE SOUTHEAST CORNER OF LOT "'e", CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-OOl-88 RECORDED UNDER RECORDING NO. 8911139006; TIIENCE NOlo04'OgI1E ALONG TIIE WEST LINE OF SAID LOT 1, A DISTANCE OF 242.84~EET TO TIffi TRUE POINT OF BEGlNNING; THENCE CONTINUING NOt °04'OS"E ALONG TIlE WEST LINE OF SAID LOT 1 AND LOT 2, A DISTANCE OF 451.69 FEET TO THE MOST SOUffiERL Y CORNER OF AN EASEMENT FOR INGRESS, EGRESS, LANDSCAPE AND ElYffiRGENCY ACCESS LANE AS DESCRIBED IN PARAGRAPH NO. 31N EXHIBIT CIA" IN INSTRUMENT DESCRIBED UNDER KING COUNTY RECORDING NO. 8612221311; SAID POINT LYING ON A CURVE HAVING A RADIUS OF 60 F~ET TO WHICH A RADIAL LINE BEARS N75°44' 14"W(TIIENCE NOR TIfEASTERL Y ALONG SAID CURVE AND ALONG THE SOUTIIEASTERL Y LINE OF SAID EASEMENT THROUGH A CENTRAL ANGLE OF 31 °lgI5g~', AN ARC DISTANCE OF 32.79 FEET TO A REVERSE CURVE HA VING,A RADIUS OF 80 FEEl} THENCE ALONG SAID CURVE TIIROUGH A CENTRAL ANGLE OF 15°55.'32.», AN ARC DISTANCE OF 22.24 FEETvTIIENCE LEAVING SAID . SOUTHEASTERLY LINE SOoo23'46"E, A DISTANCE OF 125.21 FEET, THENCE SOoo19'15"W, A DISTANCE OF 77.88 FEET; THENCE S86°06'40'"£, A DISTANCE OF 7.83 FEET; THENCE SOo027'44"W, A DISTANCE OF 84.18 FEET; TIffiNCE SOl °04'49"W, A DISTANCE OF 63.10 FEET; THENCE S02°18'29"W, A DISTANCE OF 71.56 FEET~ THENCE S37°30'39''W, A DISTANCE OF 48.17 FEET; THENCE S18°47'21"W, A DISTANCE OF 38.07 FEET; TO THE TRUE POINT OF BEGINNING AND CONTAlNlNO 16,058 SQUARE FEET, MORE OR LESS. B-1 = = -.,,- = Re turn A ddrc' \ CIty Clerk '!:> Office City of Renton 1055 South Grady Way R..enton, WA 98055 11111111111111111 20010124001641 CITY OF RENTON EAS 1\ ee p~1 eel OF ee. el/24/2te\ 15 2\ KING COUNTY. lolA WATER UTILITY EASEMENT Property Tax Parcel Number: 192305-9043 PrOle!..t I lie # "treet Intcr"cdlCln or Prole!..1 Name Reference Number(s) of Documents aSSIgned or released Addltlollal rctcrlnLC !lumher, arl nn page Grantor(s) Grantee(s): I R V 1\ Center LLC I City of Renton, d Mlllllclpal Corporation 2 The Grantor(s), as named above, for and In conSIderatIOn 01 mutual benefits, do by these presents, grant, bargain, sell, convey, and warrant unto the above named Grantee, Its succesSOrs and assigns, an easement for publIC waler Ime With necessary appurtenances over, under, through, acro~, and upon the following de,cflbed property (the right-of-way) 111 Kmg County, Washington, more particularly deSCribed as fol\ow~ Th<1t portIOn of the ,outhwest quarter oflhe northeast quarter of SectIOn 19, Town~hlp 23 North, Range 5 East, W M deSCribed as follow~ A strip ot land 15 feet WIde lyll1g 7 5 feet on each SIde of the followlIlg de~\"llhcd lille Commencing al the northeast corner of said southwest quarter, thence SO I °04 'OS"W along the east line thereot, a distance of 18660 leet, thence N88°)4 '25"W, a dIstance of 125 95 teet to the true pomt ot bcglnnlllg, thence cOlltlnulng N88~34'52"W, a dIstance of80 00 feet to the Pomt of1 ermlnus of said ~tnp, saId r01ll1 lYing on the east line of a ten foot WIde waterline easement deSCribed III Instrument under AudItor' 5 rile No 6631805 THIS DOCUMENT HEREBY SLJPERCEDES AND CORRECTS THE FORM or, THE )5 I-ECT WIDE WATERLINE EASEMENT RECORDED UNDeR KIN(J COUNTY RECORDING NO 9808130339 I{VAlNIRI dOLI rng~ I I OI{M ()1 (JOO'l/hhl For the purpose of construct 109, reconstructmg, mstallmg, repalrlng, replacmg, enlargmg, operatmg and mrlliltammg Water Lme uttl,tlCS and utility plpelmes, together with the right of Ingress and egress thereto without prior II1slltutlOn of any SUit or proceedings of law and without Incurnng any legal obligatIOn or lIability therefor Following the In It1al constructIOn of ItS fac1htles, Grantee may from time to time construct such additIOnal facilities as It may requlrc ThiS easement IS granted sublect to the following term~ and condlt\On~ I I he (,r,mlee ,hall, upon comph:tlOn 01 any work wlthm th" property wvered hy the ca,,,lTleot re!-tore lh~ .. urlaee 01 Illl ea,emcnt, dod any private Improvements dl~turbcd or dc~tro)cd dunng executIOn ot the work a~ nearly ,I" pr,ILIIL,lble to the conditIOn they were In Inlmedlatcly hefore commencement 01 thl: worl<. or entry hy (he Grantee 2 (,runtor shall ret am the flghl to usc the .. urface of the easement a, long as such u,e doe~ not lnlerlerc with the I!dsement right> granted to the (,rantec (II Jntor ,hall not, however. have the nght to " I rel.-t or mamtam any bUlldlOgs or structure~ wlthm the ea,ement, or h Plant trees, shrubs or vegetation havmg deep root patterns whIch may cau~e damage to or Interfere WIth the \Itlhtle~ to be placed WlthlO the ea,ement by the Grantee. or '-Develop. landscape, or beautify the easement area In any wily whIch would unrea<;onably IOcn:a,,-thl.-w~t, to the (,rantee 01 re~tonng the casement area and any private Improvements therem d DIg, (unoel or per10rm other torm~ ot construc\lon al.lIvlhc' on the property which would dl.,turo the LOmpaellon or unearth (,rnntee's tnedlt,,:, on the nght-or-way, or endanger the lulLr,,1 ,upport 1<ll.-llIlIe' " Rla,t Within fifteen (15) leet ot the nght-of-way Thl~ casement shall run wtth the land descnbed herem, and shall be bmdlng upon the parties, thctr heirs, ~uccessors In Interest and assigns Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute thiS agreement By th/~ conveyance, Grantor will warrant and defend the sale hereby made unto the Grantee against a1l and every person or persons, whomsoever, lawfully c1almmg or to claim the same ThiS conveyance shall bmd the hetrs, executors, admlntstrators and assigns forever IN WITNESS WHEREOF, ,alli Grantor hac; caused th" In.,trument to he executed tIm ~d,\\' 01 lEe. 206'17 iVA-&~ tL.b . -t SI11~ U4"'~ U.f!., M6f\"~' mUi4biV ~ y Itt; ~VJDVAL FORM OF AC-=X""'jV,..,.O""'.""'VL.,.-E="V=-G::cM'"""E-=-jV""T,.,---------------I N()t.lry "':01 inuc;t hc W I~ box , <;TA II:. or WASHINGTON) SS COUNTY 01 KING ) / 11cnlty that l,kJlow or have <;atl<;factory eVIdence that -'-1fl __ 'vh;:;....-_d.e._L ____ _ Q~( I-+1.t "sned Ih" lO'lruml.nt clnd <lcknowledged.,(to be hl~/her/thelr tree and voluntary ad for the II'C' .lnd purpo'oc<; mentIOned 10 the Instrument ~ JIT\~~ ') ~ ..... ,j Notary Pubhc~~the State ofWashtngton Notary (Pnnt)~~e,.; -.5 'l" i::::. ~ My app~ment eXpl[eS ~ \ Q. .... \ §"' -~ ~~omcw."""'-"' ..... "-""""'~ Dated ~ ~, ~ BETTEstON . :·..,P1!blle-Stallaf ....... <) : J :::":':IlsslOll EJpIrtl 12·1J.e ~-' RVlIlNIRI JOLI Page 2 I ORM 03 OOO!J!hhl --r t.o = = C'-I NOl,lry !'leal ITIlI\t be within box ItYMNIRI <illLI INDIVIDUAL FORM OF ACKNOWLEDGMENT 'lTA1LOF WASHINGTON) SS COUNTY OF KING ) 1 certify that 1 know or have ,<ltlslactory eVldencc th.lt __ ___________________ 'Igned (hI' tn<;!rumcn( and acknowledged It to he htsiher/thelr Iree and voluntarv act lor the lI~e~ and purpose!> mentlOn.:d to the Instrumcnt Notary Pubhc In and for the State of Washington Notary (Prmt) _______________ _ My appomtment expires ______________ _ Dated REPRESENTATIJIE FORM OF ACKNOWLEDGMENT <;T A rr OF WASHING roN ) 5S COUNTY or KING ) I ccrllly that I know or have ~atl:-.l"clOry evtdence Ih.lt _ ___________________ 'Igncd thl' In,trumenl, on o<llh 'talcd that hc/,helthey w:l,/wen: aUlhOf!/Cd to cxcl.ule the 1Il,lrulncnt dnu 'Il.knowlcdged II a~ thc ,\flU _________ _ 01 10 ne the free lind \,o!tmldry rtd oj 'lleh party/partle~ for Ihe usc' and purpo\c\ mentIOned In Ihe iI1\lrumcnt Notary Pubhc in and for the State of Washington Notary (Pnnt), _______________ _ My appomtment expires _____________ _ Dated CORPORATE FORM OF ACKNOWLEDGMENT ", AIr: or WASH1N(,l ON ) ~S <. OIJNTY 01 KIN(, ) On Ihl\ ___ day 01 ______ _ _________________________ 10 me known 10 be 01 the corpora/JOn tn,lt ,:x~l.uled the Within Instrument, and al.knov.lcdge the ,aid In\trumcnt In he the Ir,",c ,IOU volunlary act and deed of ~llId l.OrpOfUtlOn, for Ihe 1I\e\ clnd purro,c~ therein m<.:ntlOncd, and each on oath ~Ialed that hd,he wa' ,lUthorlLed III eXeCll!e ,md 1n,lrumcnt and that the \Cal affixed I~ Ihc.l.OrpOrale ,~,tI (II ~ald l.orporalion Notary Public In and for the State of Washington Notary (Pnnt) _______________ _ My appointment expires _____________ _ Dated Page J I ORM 0) OOOX/hhl NTS , Tax Lot # 192305-9043 I i I NE Comer of SW 1/4 of NE 1/4 ~ of Section 19 T23N R5E W.M. Oo~ 00 \0 -.~ ~o 00 0 ...... ~ o C/.) TPOB 80.00' ... 125.95' _, N88° 34'52"W I ~~ ________ ~~S_R_e_n_to_n_V_i_ll_a_ge __ PL __ __ ;> L-________________________ -' \ (\I(M 0, (l(l!)X/hhl ~ i :> ~Lf:i lF~.E~ oU:;'~4( gl5l~. ~c c t.1 E.":. .... ffi ~.S! If) c . ~~~2: <i? ~ 1..0010 {-L'!qoooo5 It{ 'L "-11- LUA-OO-088-SHPL LNO-20-0269 ~'. '., .~ .. ':: . i:' LEGAI/ DESCRIPTION I III ( or" CITY OF.·iiENToN··i:.OT LINE ADJUSTMENT _0 OCI-88. "'r·::Cf~QlNr:; TO Tl-i.Gt LOT :'tINE AcrJUSTHENT REC0RO£[ J"JOEq KING rIiIlNI'Y AF.COROLliG NQ"·89I1t3~Cl5:······· .. . ~ ~ j~A 7E IN ~~. Cl~ Of ~EN~O~·. COUNT~"'O'f K I.'IL:. OWNERSHIP CERTIFICATION {R.C. H. ::'6,2'7.1551 I. THE UNDERSIGNED D') HEREe" CERTIFY THAT r AM A REPRESENT A Tl "0 .JF AVA CENTER LLC . SHORT CITY OF PLAT RENTON ·~Ir.l£ OF ~SHIN~tON. .••..•....... :' . ::-:: OWNER RVA C!ONTER LLC·' 800.STH AVEN!JE .:' '.' ··'·····~~mLrO~{~8tO.~~;2~.:.· 1206) 6B~~6B6B ./' .' . '~' .. :;: :,:" SITE ZONING '::~" EXISTING AND PROPOSED: ARTERIAL COMMERCIAL ZONE (CAl PROPERTY AREAS TO 1" SITE AREA 609.960 SO.FT. LO] Cl LOT C2 LUI C3 LOT C4 OR 14. 0~,C7, .• !>:.~~ES 410.,~07 SO .'f!'T,_ .. .... OR .'. g/4331 ACRES """"··~OO. 2~~Ai(j:I':,:;. , .. ' 2 • 30 A5 ACRES;.' .,.. 5.~., .. 9;gR SO ;f.l. .. ,f.3310 .~~ES ·40.·S2:{SO. FT ::":" OR '. .:, .•... ,~.~.~~~~._ AC~6S BUILDING AREAS THRIFTHAY BUILDING RET A IL STORES HCOON.LOS 30.720 SO.FT. 57.7B' SO.FT. 2.700S0.FT. 91.204 50.FT. TOTAL NUMBER OF PARKING STALLS 367 13 17 REGULAR PARKING STALLS VAN ACCESSI8LE PARKING STALLS HANOICAPPEO PARKING STALLS .~: .. ,.:., ...... A WASHINGTON LlM:Tr.O _; !01l: TY COMPANY AND THAT SAID LIMITED LIABIL:"'V CI)IwICII.NY 15 THE OWNE.R OF THE LAND HEREBY SUSOI'JlLlH' RVA CENTER LLC .~: ... W.SH1Ni;T6N',~IHITEl' l! AS IL! I Y COMPANY .·::·, .. ··,,;ily: SMG:iCENTER LLC CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT ::Xt.I04i'~(u. RE·HEWED. AND A.PPROVED BY THE C;:TY OF ~fN'ilN PURSUA.NT ~eBbl:~ I~I;g~;. S~~2~~~S~3~I~~g~tS~g~~. O~H;~TLrq% ~~~Ngr '14 '11 Ar:.. '/ . 20.aJ.. V\ .'Cdn 'J."W,l#f'AM.'Ph ./ ITS: .. ,'·I('·"-ASHINGTOIi .Lll-llT(O LIABILITY COMPANY. .'." :! ... ITS MANA.OI}<G HEMOER·. Cil" OF ,\:!E"'TOrr·AOHINI·STRATOR. PLANNING/BUILOING/PU3UC HORKS DEPT. .... ;. ev: .... ~:)~/' .... ~~'=.i~~ <.foiA~E:· ./' MICHAEL S""'lDRF'F',' "'" .f· DEPARTMENT OF ASSESSMENTS :::.:: .:,Y .:::., /:. TITLE:""j"ANAGER ... / .... :.' ".,. '.,. __ .,. EXAI<TNF.O AND APPROVEO THIS,.liDAY OF ~. 20 .-:..:/'-___ _ .. /' DATED''''' Jc:.,~·u.Q)l·:·i\, ~.dO\ Sc..rr;-N.f.Lc. ~~"' '1l:;l~~:~7PG~~NT/,:: .. '~,,':},',i":':";;;:::'"::.::':::-~" ~." .~:~::: '" Jif-,-# I CERTIFY ~~·'r·'I':I.:'~~W OR--HAVE si~ISFACTORY EVIO~~CE::/' RECORDING CERTIFICATE FIl~!l.f'.q~ .. RECORO THIS~OAY OF erA.... . <O~AI ~ 6~~~ m~~5LT~:~0~~~~VP~J~~I~OW:~liii~~~~~~Nio ~~Et~TE .,' THE INSTRUMENT AND ACKNOWL~GED IT AS THE .!fANAGlNG .,' MEMBER OF RVA CENTER LLC. A · .... SHINGTON I,..NLTEO-.'· LIABILITY COMPANY TO BE THE FREo·'AtlO.V11LUNTARY ACT .:.:::;' .IN·800Kill·o~~'T PAGE~AT JRE .. ~EOUEST OF ______ _ :.~:. . ... \.. ,.:::' '.:':~" ......... , Bri·:.'. 6"u..i:: \; ::. .... 0jfr-r..JM"::'" ,..' SUP~RINTENOE~ CORDS HANAGE~ /.;c;~ .. ~~ ~~~H I~~~~~M~~~. THE USES AND PURPOSES ME~r;~~~EO ... DATED '~~"'\.I \\ .!loW-I" "'.,i' .... ~.-.,.-:'+\ f/~l' { fll'~ .. } J SIGNATURE Q --:::2.....:~ . ~ NOT ARY PUBLIC '-". N'.!;:, , .;;:;::::;; H"'') PRINTEO NAME ~e"";l". S, "O\~ (""1~~;;;~~!:~~;~;S;~~:':_" .,"' "' ~ 00 ~~" \dC~~·· .. :.: .. , MY APPOINTMENT EXPIRES .., A--\ -< -D '-' MY ·OLp.ECnON I:N CONFOR~ANCE WITH THE REOUIREMENI S OF IHE SURVEY"AECjR[}ING ACT.,''AT THE REOUEST OF RVA CENTER LLC. THIS 10' ';"D~y 0": v".NIt(Y 200_1_. ,/J\~!~~.:.~. :,' .. :: ..... ;./ : .. ~ ..• ~.;/~ _.-~ ........... '., 13731 REGfS'fEREllT"ANQ SURVEYOR LANO SURVEYOR NO. . ..... . .. ,-'.": '::;. .: .. " .... -(',,~~io, "", ii""': . : ......... ,', ... , .... j.'" ~,~~~o, '~' .'< ,... . 1:;: so<,!'.: .. SITE" .:/1 :01 ............. , ...... , . :':' .: .:. .::: .... :: :Ii ........ --...... , ......... . . : ~:'. '. '., SA ~05 .~: .:'., ".' THE NUMBER OF PARKING STALLS HAS DETERMINED BY COUNTING THE STALLS WITHIN LOT CI. IF 50X OR GREATER OF THE STALL LIES WITHIN LOT Ct. THE STALL HAS COUNTED. VICINITY MAP 1-=700', . ~' .. ;: {( ..... :.',;;; .. ""::.'., .. , .. ;/ .. ..;'.-........ [:.' PORTION OF THE N:::·~~···9EGT~:·._t~·'·':~:~:~~;~:·23 Nci~:~"'~:J~E 5 EA5·T. HARSTAD CONSULTANTS I RVA .. {.CE~.JER .:./LLC... . ...... SHORT PL~r-: APPLICA nON .( CIVIL ENGllEERS • LAND SURVEYORS 20;4 M. LK. SAHMo\MISH PIO'. HE ReDHOHO. N .... 98052 ''',5) 747-83]6 NO. LUA-OO-OBB::-SH!::,l )' LOT ·C· ........ : Co CITY OF RENTON LLA NO. 001-a~ <1!:~ CD . ~ ~ .. : .. ' ''C::fOf;;!.J10000 IIJ ~ ')..1;l..--u i)-;-2 LUA-OO-088-SHPL .~ I ! 1 I)F ~ENTON LNO-20-u259 BINOlt.(j ::.~ -:: ,=L,\N t·lQ SSP 026-90 .. t.:,t;[SS 1'.I..sI:;.Ht::,Nl VOLUMi= '=-. ' ,11.;.15 PAGES 26 THRU 31 I II Afc:::~.I':~~'.~·'n3G.--~\ r------------JLu.:)1---=---c~=I= =j / / II-} /' <"'''?c 4._-~ ',-/ / /------/ )f IV I ~O-;.,:;/'cl''S '-, / .!J / / /~tt:-1_= ,"' ~~I)~ ~i:~·s~1{"t-l' ---, / $--/>0' >{/ / I\'~"! I 0"; ~~f,!,_r ---" ((, I ... ~ ... o· ~ .. / 1: ~: JoS' •• ~~... $ I"~l. -----,--NDTES-:: / -:-{$',... bb~/ -!/ 1\\\ I~ -"',;,'::'lI.'l.,"," r.~! rOLle"~Nli NOTES:;? llAlUGH io REFER TO _;.I:IE.. / .¢~.J!;, ",$ , " .p / / ... tP" \\ tl ~C' \Joj .. .r. .:::::::. "91 ~('Ie~~\ EYCfPTleus OF THE DURO SU8DIYISIDN GU,lLltJ,NTEE I. (.,......... ;..' / /oiJ'" ,,' r"'o:jt.r. ----/, "" '%. ...... r PRe;PAfED 8Y lAIo",Sti.lTtOtf TIRE INSUFtAI4CE CO~LNY' ••• , ..... ~~tt,§'... ',"'i '~"'~ ~ ~:!.' ~":-1(:J!" ---, ':.0d~S,\ onoc:,:, NO 868J~:'D.um ~ 20; . .2000 ........ I ~,,~ " ,1-1:' r ~{.$l' "0l;rri2'V~~ '06:~~~" ' ! / '~, ... .:iOl-'EATl sll5~tr fO TERNS A"~ft:o"'DnIOHS pF-S'11=:Et -.' ' • .-••• , / ~,,~ "\.:. ',*, ~ 00' '; .... ~ ./>.. " NOO '31' 7·W 211 1 ~~;:~1~~s~~;~~s~iia~~\~!~o~~1¥~t~OS~~il'; ..... ~. / "'~~' ~r.,:</ /., ~ A~_~\?-. e __ ~ y._" _____ . ANO 9TH A~NUE SOUTH TO THE 8EST or:::·hLAST.aO / .,: - -• .-.. , ...... '. Ji. /-..{...dl' \' \: .........---30·~O.loMAY EA,SE)oIEfIIT"-"I-'~ ~(C NO 9E!l1610"8---:-< 1 .... ;:'::)t~\A.U.tiTS I(NDNL~ Tte:le ARe NO··SANITARY SE\!EA "",IU. .... __ . . 't-/ '';.P'''-....... \..\ /" )-EASEMENT rOA ·NCAE.SS"-' EGII!:S5 { E HOTt tll·kX1c ~~~~~"r~~~.H~:C~r'S;~'1~~R~:~~~::~TH . ~/ q;~~ ••.....• c" r-...... .{f'.I/~" t>: _____ l/· ___ Flf:£~"O··~~~----=1 QnOl"'ANCE NO "20~1 IS NOl.·..DlSCLOSED"~ Jtu.!' sHOA-/ .' .{,.: •• :.,. • ........ : •• ::.~.~ ... ,",""".".{ ~~ '}... '-]0 ~C~~--':::'~~--:.f!$-=---=--~ Pl..,t I[IC,£PTlOH NO HI.:. ' ~ .... ::: .:.:., '.::. ~ .. /",:' .,~ • .., ---""W 190 98 ". o\ti-9 t~ .. ~ ~ - -1 ..... r"1'I0PERTY SUBJECT TO ... SE"TTtE-CJTY LIGHT CROSSltiCi .'::' ':"'-:.-. • :': + 1\. . \1--NO 1 05 28 ::0 Y ~ ~"o1'\:-~ " ................. --~I \ PERMIT WITHIN A ::!50 FOOT tnDE ~IOOa: THE UlC ... TICH ~ .:-' ·o,/. ~ " .... .... ~ '" ... r: JOo';" ,-. ~ g~E~·~:O~~;C::;M:IL~S:t56og~~OA~·i~~~~'ty •. :' .,:.: ......... /~ • .-:'(/ ~-.r~'t-~4.q. .... ~ ..... 'b _:~;' I ~ LOT~-''''Y. r \ \~ II!SCLOSEO ON tHIS SHOAT PUT. {t:)tC£PTlOH NO 121 .' "D .:::' :..... ...... /~.f~~ 1,.0 ;a~a.-_______ ~~~ L.1 _______ 1-':1 ~...k.' -_~uJ S1I8..ECT TO AN E"'SE~ENT AND RECIPROCAL PARKJNG ~,.. .~' .': / ;(">, • ~o ~~~....... , . ~ •• ~. ~ ~ C 3 ~ h ......... ~'" E.JS~MENTOVERTHEENTlREPROPERTY'f'(]100ITlc"'Ll. ~ ill'" ,: :~' ":"/;(?/,>tl ~ "'~4,~'" / ..... ..., m .... ·h!l' ~N ~'i 'I \1,\ '\ .... PR~ERt'r MEsr Of SUBJECT PROPERTY DESCRIBED IN ~;:o.nZ .. " ,:' :/' 7r.-t;.~ !\.ClJ. '" ~, '., .ft! ~ .... ,'. 'f" I 0......... ~ '-""'-lNSTRliMENT UNDER RECORDING NO. 8108210528. a ,;:I;, I .: :,,: f ::otl :' ..,-..;-. ... / ':'. ''-:-~i.J ~15 wtOE POWER rU 'I l\~ (o IFJI.:F.PrtONNO 211 ~~~-!.. I r-:' ,tJ.\·/f /:i> 5 ~<.."'~~ .:>-":., ":. . .... :!;~~.. ~ HOE~~~:~lH ill/ ~,~ SU6.JECT TO A 10 FOOT WIDE EASEH(NT FOR UNDERGAOUHO :t n •••• ,., .. Y L'\,../ '" .: \A,.'V,i!.o .,. "'IOE.·~AHn"AY r,tMER. E ... ~r-·.: ' ,I I i.f<..~ \ flJ;CTRIC SYSTEM AS CONSTRICTED EXTOIDED. ~ 8;~~ . ·.·,r:.·1 k/r-~ ~",{ ~~~'"1 .. '" JU .t.UOIToWSFlLE·",O 663{SO. ~"J~ \ '" ~~,1 _ I '1;,' \ '0 :i~~~~:~~s~~~:~~~goIN~~T~~:~O~R ~::~~-(=f: -/r/L.L'-."-..t.;:-"~~'1t-f:;. ----·rr.:-.:::C~__'_····-_____ ~-'_-~(L-\ \~\ \ ~ .,"'£T'"N'""O AS 'ME EA"""N' HAS "'" D£F'NEO ~.;:!:5 __ 1:1 -l , --'~ -""-.. ry, ~ - - - - -'w .-:--: .fR.-= . -"""",.= F -I •• \ \ ___ I 'A.' 1"lI.~ ANO IS NOT OlSCLOSE'DQt{.THlS SHQm PLU 0·001 I .. 0 1-.... .p/ tOT'-~-:·--~T.-~--t-....... I_-J...!.:-\\_ ........ -~ P~ ",,"PilON NO 23) __ ;:-'-';-;._ -:;lll:: °1 1 I "''''~'-':~/''''\'''''-'''_ -l~:.:..--:,::"';t-+,~-+i---'---r-Y::>-\~' ,61"""'0:. Su&J£CT TO ... N 'GREEJlENT REGAROi~SM"'AGE ... e:Nt OF d ~! I I '0"" ~ r,Q \ ....... d-:f-/l''-':~''''L'~ .~,.\: . T \" .:' I ?~ COHHON AREAS.5 OUtRIBED IN INSTRut4EI'U UNOER • "0 I -~ l..q .n ~ C 2 .' ~.f" 'I "",~" JqOO·31·47·~ . \ 2,45.· 5 ,.. .." l"'EtI"STISI~UOEDMITHINSI.IDI.GREEME"'T_ .~ I "1-, {r~~c..,~ \\ .~. ~tf~· t7f ......... d'.~,,() 10 WIOEs .. ""n.t.RY "t 10, ttl%. -'o ..... ~'" . ~.:.: ~, ...... '., ~ y- O -<.. :£ ~ RECOi'U:!lNG NO 90qS191371 THE ENTtAE '!uIlJECT ~"' I H'1' / ~~,~oCf'''V .. ' :'.i! ::., ........ 7 f.··· ~~,cf' ....... ," ,.:' ·',1".2: -a \ CI~a rROPERTYTOGETtEAtlJtHTtfEAQ.J .. tENTPROPS4TYTO 0 .... 1 r.:"1 ...... ~ ... ''''~' q.<..· .... '£7o··' ~~'tI'" .'~ •••• J:lC\,,' ~o- IEXCEPTlONN~' 251 •• ~'-" •• ~. ':" ~~I !l' I -~q ~dP' '\ ..... ~~~O~il ~~'4'.~_. __ .. : ~ ~~O~A~~~~ .'\:.' --:~~\ :' ... ~': UCEPTlOt>!..ri 26 OESCAtets n.e REl,.lNOUtSI+IENl. Of I I ;i I let I fO' 1:/'0 NIDE kAlER lIrl£ f."SOENT ~i:r~~ 1/ Ii-l o.~ .' I ~.~ NO ~~Z27] ,:'. ~-r Mr l i!\ \~ ! ~~ ~~~E~;S£:~~. Ee~~I~iJ ~~~NO~.i~~T~i~~iJOR 30 g", I 1 --1--/-~I!'Q.R:..s...'U.E ~ -:.¥lIBOL fJ' L ~ I ... ~-•. , ...•..• ' -~ a·~.. . :.' I~; -I I~ ~ ~ ''''GRESS'. EGRESS ANQ.·RE6RESS TO::F'AOH. 'NO a£T"EEH I I ~p.1 ~-=-+-'"E:--=~-_.--I ~~. -I"":E:~ .. : LOT ~)l:1 I ~ ~ ...l THE L,IotlO ANO PRUV.Rt MIGHWAY No:. I ISR .. oS)· ... ND )"'! ""m ';l I -1' P'(I - - - - -I -I'-=-'.:. . ... til !'-\1!. 02: I U'I II I ' ;~~.!oRO~~,~g~~~·Af,f~~¥R~~~g ~O~~~~:~E~V .~~ ... /.l ~ I ~ / INolaf2 . '·E \ I I ~ F£C':'~'2Bi':8~;u g .:., ~ ~~ C 4 \ ~~ 1\ \ r;; ~ Jno 'EET £AST.oF Tl'lE E",ST L:INE AND SA .. O~ 15 J ••• ' /.. \ "'1 I 2-47 7S' i "'.-,. :. -",:::I' en ~Q J.P"ROXh4A1EL.t: J,O FeET StVTH OF THE SOOTH Lt('4:" / \ ":. I I EASE NT fOR tNGRESS &HC~bAESS --+-. , ... CD EASE:MEllT fOR INGRESS lO) • ." =-~-:. ,-" I \ !' .. Of THE Sua.IEC1·pqQPERTY·"'AESP£CTIV(LT ICNO IS NOT .\ I I I I IREC NO I~ , eno ANO EGRESS ...... :t ~ ~ I .... :. OISCLOSED ()oI THI~'SHdIT PLAT IEXCE~1iON ~ 251 \ \'. I ~ 15 (SEE HD~ ~ u."! fEC HQ ____ 2",. ~ .' I ~ \ \ _ ~ fI ·SiJS..l£CT TO EASEMENTS SET FOA~:LDt d~ ...... 1 '61, :~ I I I, I 1~~;;;=-M~~A~l~t-=-I I Cl!1q (SEE1~r~~SI ~ ~ .:-' 2e2 61 L--. I 0_ ~JUr,~~~6 LL~;:O~;~N~~S Llg~ ~~~~.hWG ~~.~ \ .'" j _Zl~... AE~~~EA~~~~~O ..... ::E-,L~~:..:.:::..:::~::7..=,=_~_+::....T,------=::!:.:.::;~~.:-_+-'-L LIME A!),Jusni.,,,.-WICH"''' H!TN,N sueJEC' PROP£II" '(> ~ \ _:-\\ -'" -1 ~-. 1--1'-"\l 1.'. \. NOO 3' ., w / 456.17, I I ARE OJ!liC\.OSED OM THIS Sl1QRT PUT I~~CEPTIDN ~ 271 ~~!' . .\ .! I r I .' '., - -""' --- - --1-_1 ___ _ • ",,' .. 0 ... SUlWEY ""CORDED "'OE" .ia: .. D'NG -.. --.. _,-' b..,\:. _" \\ y'" 'oJ -:-_ L -I -~~--=--_-=--- _ j , I I ~c~g~~:06 ":E:NC~Ar~~\~"=~~' 15 .... "'$~~..L .)\ '\ :.;--:{. , .... rr ':: 15 ~~ ~TE~~~3~~'fg"ENl I I 1 \ \ SHOWN (EXCEPTION NO 291 I ••••• ;. ~ \J'O,ti \ (.~ I 1 'il-" .:. ~&cES ""TEALINE USEMENT 10' "IDE tlA.TER LINE eI.SE"IENT \ I -. .; '(,. .. ~.4: ....:.. QeSCAI8£Ct"V"'DEA REC I AUOITOR'S fILE fiO. 683180.5 \ to [KCEPTJOHNOS 3 •. 3631.38. 39.NO"OAR£'··,:" •• ·••• "0' ~ ):':':;a'I\,~ 6 "'r' :.' NO 98050807........ L ~~o~~0;~N!~c1~~y,.:~~~H !~s=~~J ~!~~-. '& ~ =\ I ~ I I~ .'-: .' .. ' '.= • ":'1..0 LOT C 1 F"I""NCIAL STlTEI'4ENTS oWl ASSIGNIENT OF ~RTG'Ge!i :. ~/ Y\., .. J~·t·.t.ll I ~o .:' .,:' .: .J.. SEE SHEET 3 AND CANNOT BE PlOTTED. • • ;\/ " \ "':. 8' .:' '.: . . ".: THIS EASEHENT FDA INGRESS ANa EGRESS IS 'LSO All i:: ~ ,I {Ir' j"a .,,:' .:::' ;.: ::' .:' .... : anE' FDFI a. PRtVATE EA.SE ... ENT ~HICH INCI.UDES AN • :,. \1 ';1 I .., . .'.: ..' ,... ..... EASCMEIIT fOR "' .. TER. SEWER UTILITIES 'NO 'cCESS "";;," ." 'I Ulk :: • is--" .:........ . ..... . tHE. 'OLlOMING OEo.AlUllON OF COVENANT .lPPl.JEs 1. ".~ 1:\1 ~~ .; .;' 4,14 \" ........ . DECLARATION OF COVENANT ~~ ;2.... ..;. :'. .:' ":: :;.' -~;l~W~R:r~tE~~~~~~TW~~!~~~SF"~~~RT ~~ f'~"'" ... , ..•.. ;:. + .. , =QO .. :.:' :=:' !~~~E~gIt~~~·T~ :~~~l~Z;E~rs~N:~~..;~w ;: ~E .:.... .~APHI.C:·SCALE /. 1~6b· '''-~'''''':: ~~~~H~~~:;f~ ~I~H~is~L6~ ~~ :~~ ~~_AlL !i~ ~~ ~:...., .:. I .:. r:C;::uA~. V"'E:=-;N:::O;:-.:.i·"--:R:CA;-;{J;::I;'U':'S~,:",r-",;,:=:==::---,----=-=----, ~I~S.~~:·ONT~~5C~;Hk~~u.. Rl.tJ NITH ~i U'3 0 ·so'.· .•.. 120 •. :.' 180 .:: 'f"':_·· __ .,.:C,-,·j~""-_-,3",e",6,,,9",--7!..;j,-·--,-_--,,~=~,--,-__ -!O~=-.....J . i LEGEN~-:: f'--.. /";-.f-'::-::: :.': :>-.,,-/_-<:,;;;_.~>' ,Y,::/ -;:;?_._-... • -SET 1/2~ REBAR ltITH CAP UNlESS NOTED" :::: .• ' .' ~,.-...... ' rf~~:-.~,~' ~ ,2i>""::;:;~;.:~;;:;,:::,;! .",;,,/j O\Ii:~ p..:--~» --, HARSTAD CONSULTANTS _ .:' . '.-. V\'J' ~~ ~,-::_;~. _) e,m E'.'N"RS LAND _",vE'.n5 SHORT PLAT APPl;ICATION / r~ ,-.: .. ~ -, 2.2 •• LK S .... AN' ... ,.,,, ... NO. LUA-OO-OBB:-SI:lPL ii ~ '<-i.~:-' . .-~.,.·;--~ """""0 WA ".5' LOT ·C· ---.,:: -;: ~~.""::-i*i(_ j "25' "'-8336 CITY OF RENTON LLA NO_ 001-B~ '~6ET o.':2.!...... " .. ~; •.. o ,!J.OOfCI201Q{)OMIi Iq:,J... .l-7;L-U LOT 2 LUA-OO-088-SHPL CITY OF RENTON LND-20-0269 BINDING SITE PLAN NO. SSP. 026-90 ACCESS EASEMENT EXHIBIT ·C· \ VOLUME 152 OF PLATS PAGES 26 THRU 31 , . 'I REC. NO. B9'''70''~= . /'--Z------------~J~I-<::~::~~~~:=/= ~ FOUNO HON IN C.SE VISITED 4-1-98 : . ..... 1 / /)t' IV I ~O :-I'"j,<i ~'<r" \ . ". 1 .. / ,.r.;( I i c: "if :~><...,>~ r -- 1 / ~ ... .",.f" _0>/0/ // /Il~~ I:~ ~ ~~:"> I r, K .... r",.:t-'{f.rJ,'" ~'fF"j; "0 +,..'" I $ f1'p. .. .: ..... NOTES '. / ~ .. "" ~ ,,01'~ /::(1 \I" 1(0": .» "'" ~Jl.'!.\?\\ ·'HEFOll.d"lNGNDn:5:2THAOUGH.·'OREFEATO~lltl;'~~. / .... .J,.~'.f W·/ /.<6l \\ \\.~C"1'+ :-7 .... "1S91 ~n~"' .... \ eXCEPTIONS OF THE .'OURO SUBD1YISION GU.l"ANTEE 1O...... I (.,~....,o..;~ '-,)0" v' / /."'~... ~,co b· I \II 1"'~P PREPARED By T"ANStQTION TITt:E INSURo6JltE CQHPANY-'.-. ._ ~ct~'" '\.,~ /'IS"' ~. ~~1. 'to ..... ca.\ ORDER'NO 868l6~ DATEO.A.NE" 20,-2000 • :. • ••• ) "~e,"'-;:&.-, :\ ')../ /~ .H~ R·.~ ~ e>o..,,;:~~ 1"'/ o.~'<. PRcni~RTY SUB.JEt; TO TERMS .(;·DNDITIQHS OF'_ .:'... ,./' / ~"':i>~~ ~./P~~ /.....,'c. , Jl 7, s JOoi> ~ .... ~cn' V;;(A.TI~ ORDPIANCE 00_ 205~ING SUB.JEC"·rO~ING :. .: ...... :::. 1 f'jT~ •••. ",'Y-< ~ A~'OO .. 1'1 .12' ~ s NOD 31 7 H 211.1 .' SE~ER IN51ALlAYl(){S "}'THIN "'',&,OTEO SH4tTUCIC STRaf .:',:: ,'"" ~. • q.. / /.~ ~ -t..:. -~--~-- - - - - ---": AND 9TH AvENUE 5OU1H: TO·1'HE 8ES1 OF=W,ASTAD .' '.:'-/:: --: • ..--.-; •••• "':: • ~+~ "/~ .\\' \=...-----30 ~O WA.Y EASEMEH~~ ~ REC. NO Slflo:H6'048~ 1 .... \ \ E~~~~~~NIC~WL~~iTE~T;~K~:~iT!~~ER .' ;.... ~~~'.. • ..... ' --..fi. - . .::. rt-~ //.<~ .. " /" lSEMEHT~~R ~Si ~GAESS ,teE NOTE 111~o .vEMJE SOU1\l 'WitN "'E S\I8.JECT PRoPERTY '~B' , ~I c· .... "," ••• , r ,->' // ~ I> ,-- - - - - - --~-1-- --::l OAOINAfCE NO. 20~1 IS NO'f..:PISCLOSED'~.nUS" SHORT .... :' / .' .:': • .:'" ,,·· .... Y:" $"'" /j. /~ "J' -30' ,-~ ~--lJ,i----=-_ ........ 1 PLA' {EXtEpn~NO. ttl ';. .. .•. "'.. .:':' / ~ ..... :.: .• ..:' .::..... .:~/ :.f/~'Y-C:P ~ •. , 1098 . "b.4 r,f ~'~.5 __ I ...... PROPERlT SUB..JECT TO A SEAoTTtE.ClTY LIGHT CROSSIloUf'" .:: / • • ••••••• ::'.: •• :1'/'-1v,~ N01 05 28 W ::D ;;> / ~ 8>O:~+ {" .......... ""---~ \ ~~!jOM~~~1~3~~~TI;I~/~I~:.lN~,~~DN .!:' .~:.' .:' .... : ....... :"~'/h.fo.q..., .. ~.~ ~i[: m TCJo~ I/T t N DEED UNDI!:JI AUOlTOA 5 FlU NO. 5687617 ANO IS NOT :',' 1/ .':: .. :.' .. :: .. ..,. . .:....:: ~/ /. :r.:..,:;~..... .fJ .... ~ ________ -z::D~ I I. LOT • ../,. r:.. ~ \ ~ DISCLOSED ON TlllS SHORl Pl.Af. (EXCEPl1ON NO t2J .:. ..:.' .:" •• :.' .:.!' / 7".(;s.. '1,; ~~ 5oE~ L ~ L J ~ :'\. '\.- <II. SUB..JECT TO AN eA.SEMENT AND RECiPROCAl.. PARKING ::-" / .': ~.,' .. i ..... / .f/. .. ~",vl D '" I'."".!! .. :':;.-- - - - --~"'?:t. ~ - - - - -7 ~G' \' -~ EjSe~£NT OVER THE ENTIRE PROPEJITY AtID AOOlltONAL ••• .".. "::D:D::II::: .... .. •.. / /:I/.,d a.~ .... d;,IY~ / . ":. -'t "' .... ·1~· ;; ~ C 3 :;(17 q ~\t, J. PJlOPERTY WEST OF SUB...IECT PROPERTY DESCRIBED If'oI ••••• : ~J;:~z .... .... . ?~'.~ e;,~'"<oi v~ •... .'''' a ..... ,,-' • L 0......... 'f,~_ INSTAlKNT UNDER FlECQRDIHG NO. 87082t052:8, • e' 1:':': I I .... ; .... /1 /::-c;;e .~ ..... ~"'-~ / '::. .:~ ..... ~i.J f ~15 MlOE PONER~ , ,,~ \" (£IlC£PTlON NO 2t1 a~?l. I ,,:' ,fl.~/ /; / .• .;." ... r ~"" ... ~ ~:. -":': ':'. . ... :. ~ !~.~ NO,~~~~37<11 L # V-\ ..... SUB.JECT 10 A 10 "OOT MIOE USEHEH'T FOR UHDERGADlJo.IO ::z: n '., .. J .. y .t,7 / .: ...,~tt " :' I AAY EA~9IT"" I ~ \ El.ECTAIC SYSTEM AS CONSTRUCTED. E)tlENOED DR ga;~f!! ..... !'I NY>" ~ ~.a~· }~'...:I.;/10 !1Dfi~~~ILE'~63{eo<ll ~~J5' ~ ". t1o·1 r \ \~\ \ '0 :~~~riI;:N~~ ~~~~!~~goIN ~:~:r~~~ON~~A ~=~: -r-:-i. -/~z~ .:-~~-$'~YF-- -~'-'::'-i.'---:, ... '-__ ~ ~~ ~ \ \~\' UNDETERMINED .S THE EASEMENT WAS NOT DEFt ... O ~n:::; -I-IJ: ~ , . ,.~ . -,''-.. ?y-- - - --F 7-' - -.:' .74"=' .. ""~.:== E.-~o \ \ ". I ~ \ J Jl,;; i~~C~~T~~ ~~s'1gr ~.~~~.SHDMT PUT, = .~; ~ I I I ,0 '~ :..... ~~··:~· .. t:O T::' .:2 -=-=.= --':'h.~r;.. --::.=:~ =--.:.. G::f":::i~;' ~ ~':. COHNOHAREAS.l50E.StRIBEOIN INSTR\JIIiEN.TUMJEA '!'1~1 . tJ 'l6~~..D ~ I ,:'. tS'.jl .. : It;1 E-~'" NOO'31'47~H •.. \ 24S.~25 \01 "'GlW; RECORDING NO 9OqS29J311 THE ENTIRE '!iUIJECT ~ ~.~, \\ ,.' ~ ~~.: •• ,'·5,,,,Q;... ... : '. .' ~ oo .... ~ Gl JJ b --< SU.J£CT TO.N.GREE ... ·NT REG.NiI;'I; ..... GEME!<TOF .; Rixll I .. ~ =1:$1;'.0\ .:.,. r r++/ ... ''.i:,'''.-..... ':.' t \." .'. \51 '?>'r PROPERTY TOGEt'*" KITH Tl-£ AO,J"CENT PROPe;.TY 10 i§ ... , I ~ /jpo.,;#'c...~?:,. ("·82 ." tP~~· ~){A"" ... 'i;it~"'· .. , .. 211.· 10 'AlOE s .. _t·~A.R\A I' 1 ~~ \~\ \ ~~i tl'tfWEST IS INC.f..UOEONtTHIH,S.AIOAGAEEMENT;. J!? I'" I q~~tE.,'·, .:. ~q---..... Jr ......... d-.tS~f::j Sf'£R ..., v-.o\"'°1 ':~ '0\"'-'" IEIlCEPlIOPf ~" 251 .. r ':'::.:: ~i I !II . -~;f \ ::: .... ~ ... ~ ... ~ '" I. .. ~.p .~----... '.: ~ A~no~~~~~: ·S:· --~~ ~\ :, r' 8';. EXCEPTION.,Q 26 DESCR~ees TlfE RE\INOUISHMEH.l. OF I I lii,. I Icr I tiQ 1./)0' ~lOE WATER '-!HE (A5aENT ,,~f1 1/ AN o.~ I • I .~ NO ~2271 ;.' r r ~~ -L~\ \"'. :.. ~~ ALL USEI«['NTS EX15TlWG-. FUTUR£ ~:POTENTIAL:7"OR ]O.;if!; I I"IiI -_f--./_..yI.!Q.A:..L.F.I.L.£...HV -»USOL,.,T l t:: I .. e,,~:"" ..... ~ in :z.~ .':' .' I 2 -I'! c:. ,.. ~~~~ •• l~~~SSV1~~G~;S ~::~~RI::SBrrNEEN 1 I ~: I ~ :-r.'3--r-~ ~ -: - -I t~ ~ .. _ I ~ .. o~~ .:'.' a~ 1\ ~ ~ ~ THE "~.., 'NO .RIH.~t HI.""" NO;. , (SA '05)· ANO ",. uii! ~ I ..f T. ... ( 1-- - - - - - -, -, I-=-.:: .' ,-" III t·· .. o~.;·· LOT I ~ 1\ \ ' . hL80T AO"D SOUTtf'AS OESCRIBEn'IMQER AUJ1tC~ S u ~ I 0 pOIf£R,!,~~. '.9 It! ..... ~!::: FI<E NO 5,. .... : TALBOT RQ'C IS A"""X!!IATELY -i:" l Z 1 1<1 1..,1, ,.. I I" REC NO 8'0.",0'74 0 '1 m \:1; C' 4 I 0'" I' I ~ , ,bo rUT EAST.'oF TIE. EAST t;INE "NO SA ".D!! IS .~~. -", '., \ -t I 247.78' iii ':"1' 0.' _ omD" 1oIM.-:,,0 .:J.PPROICIMATEl..l·350 rEET SOlhH OF TH!. SOUTH LltfE·· \ ".:. I ~ EA E T FOR INGRESS.. ;AESS~ lID EASVENT FOR INGRESS ~. I!:.::...... \ OX 1\ \ .. ~ ,-Of T><E SIAIJI!Cl'PROPERTr--IIESPEtTlVELY ..., IS''''' .. \ I I I I I REc . ..,. 3;.,; • .., E ..... 5 ... :to z .-... -:: ••• DISClOSEDON THIS"'SHoAT PUT (EXCE~:FiON.!fO'. 261. ". 1 15 CSR 1'fO~ ...J I ~~ REC. NO. ____ • 2 •• :"-~ .:.:' I t:l \ \~". e ·~~8:.JE.cr TO EA$EM£HTS SET FORTH m-i:lOT d~ ,., .. ' ~':" \ :~ I I I~~~N~~ -=--=----:J ~~ (SEE NOTE JII ~ :R '.!': L.-. 1 ~ AOJUS'fIEWT NO lLA-oOt-BB REClfiJEO LNJER REClRIll!iG .~ \ .: ~ 1 1 1 liNE EAs&raASSI I ~ S73.55 2B2.61 NO B9Iit;)9QOfi THE EAS~TS USTEQ IN SAlD LOT :."d,.: -'., FlEC. NO 33.. ' • ' LINE ",""S)"NT· WIl:" "'IE HITHtN S\J8JECT PROPEMTY ~ .... \ '.: ~ -' .1"1 .j~ 1'1: ·.60 I I l 1.0 \. NOD "31 .7 W / A56.17 \ \ \ ARE DISCLOSEO ON THIS SHOAT PUT 1~ICEPlIDN ~ 27). -:: ..... V'1b .\ . ..... I 111 ...... l - -~ -- - - __ 1 __ , __ _ • RECORO OF SURVE' RECOROED "'DER RS:OROIHG ":': ••••••• ' 1.~:'," ~ I, J I 101 '.: . -I ~~~-~---=--_-J \ \ \ NO 960!l119006 ODES NOT SHOM ANY EAstHENTS. ••• ~C:'" .''X "\y~. , ..... n-". 15 MIDE WATERliNE EASENENT I \ \ ENCLMBAANCES ANO ENCROACHMENTS so tm.ttING IS _~ ."'".... /. .. 1,,1" ":"1 :. Ft£G=.-!tO 9808130]39 1 \ SHOWN IEXCEPTION NO 29'. I .::. • .... \1'O,t.i.· \ .:.'t 1 I 'i1I' :.: ~.lCES MATEf:lLINE EASEJENT 10' MIOE.MATER LINE EASEHE....rT I \ ".... .... 'C-•• ~ A: ....." .·~1BE[k'UNOEA REC I AUOITOR 5 FILE NO 6631805 \ to £;ICEPTION HOS. 34 36 37 38 39 AND "0 AA~:'I" •••. _ •••• "0' ~ >-:';0'1'1 ~ h1 ",:,.: .' NO .!8050B07 .. <II .~. 1-~OrO~~N~c1~'f':?t~~N !~S=~J ~~~~-::~ ~ K 1 ~ I I~ .:',' !,,:' :,,:' •• ~ •• ;; LOT C 1 F"HUNCIAl STATEHENTS UIl ASS[~T OF MORTGASe:S .:. .-j ~''''~'''\''I II Il;o .:. .:' .:' . .J . ANO CANNOT eE Pl..OTTEO .:. /'\.,,/" \;,' • ':':. g.;' :: .:' .:' .: .... :. SEE SHEET 3 U. THIS OSEM£NT fOR INGRESS AND EGRESS IS ALSO AN ).:.... \ ,I v...lrt ~~ :.:' .! ..... : .:,:' .' .. :.:. ".':..~. AREA FOR A PRIvAT'f EASEMENT WHICH INClUOES AN "!!. \. 1 ~'11 . ..,-: .. .' .' .: .... . ...... . EASEMENT FOR WATER.. SEWER. UTILITIES AND ACCESS, ·:·'f" ..• \. ." ~:i:' :: ,:',' ~;: :~ ,...... • .... ,HE FOLl.OWJH6 oeCLAAATlON OF COVENANT '\PPLl£S: .,., I I. I ~~ i: .:. z.e .. ·· ":'. OECLARATION OF COVENA.NT ~~ :.~ Ii':: ~:: .;.~~"''''''':: ·:i.· !~~T~"~R':':~HEF~~HE~:~~TW~~H~~C~~SF=~T ~~ ?~' ............... :I_;~' 1": =QO ::.:. :=:: !~~~E~~gli~~!~~·T~~ :~:~~I~R~~Ef:~;:r~AN)NEM :~ a·:": .' .~APHI.C:SCALE .;.:' 1~6'b' ~~~~N~~~~~~ 6FJ~~H~~S~L~~ ~~:~ ;~_jlL !i3 ~ ~:... .' .' ,'. i DIVISIONS THEREOF. Tt4IS COVENANT SHAll. RUN WItH ~~ 3 0 'sb-': 120 ... B': ".:. ~ ...... . CURVE TABLE RADIuS .... DELTA ARC 3669.71' '00 '22'26-25.25' THE LAN) AS SHDMN ON THIS SHORT PLAT. . ~ ••••• :.::. :./' 1 ~/' ............. ::. .:': .. :,-:: · -~ '''-";;ii~;: ~'W :;,:~ ,~~".,'::,~,~,~~;~~~:, "L:'i ' ,),;("./;, o\l!i~·.t{;;<]~ \'e;:.\;:\ HARSHD CONSULTANTS RVA "'. C~NTER ... ,''-LLC.· ..-:':':' .:: .... : ... i; LEGEND v\<t J~~ -/~\?-o ~-'.:f: mIL ENGTNtERS LAHO ""'''EYOR'' SHORT PLAT APP~ICA TION ./ F.;?..,; "" ".,.,-> .;:-. ~ 2 ... N LK S ..... NT'"' .N'. HE NO. LUA-OO-O~B:-:S~L .:.: ~ ~~h~<.~·~:;~ ~ REt»40tID. MA. 9BO~2 LOT"C ... ;. :: ."..., ~I.,;~ ,.~) W-.336 CITY OF RENTON LLA NO. 001-B~ .-.: 'Slj~ET f4\ ~:..L-~ ( .;;"00/0 (;LV 12:' I ~ ri: _ n ~ I I JR z~~ !i ~i I I LOT C4 I " % .. 0 " % 1~f'1~ ~ . x,-Ig!;~ ~E \ lo~a . ..., I~n~ ~~ 1\ \ CD QI 1'71 \ so' 1 t.f d-/)...72.. 'I> LUA-00-088-SHPL LNO-20-0269 \J~FOUMJ NON IN CASE { vISITED <-1-'. NOTES \ 3. :~EE S~~~1~:;,:~:E=A~":~~N~A~~I~~~R~~A~O ]~1~~~B~: ~~~~~T \ UNOER RECORD]NG NO. 9040613033., THE PARTIAllY RELEASED EAseMENT .foRE .. EXTENDS FROM THE NORTH EDGE OF SOUTH ReNTON VILLAGE PlACE NOATHEASlE"Fl. Y TO A POINT APPRDXU4ATELv 30 FEET WEST OF THE WEST LINE OF THE NOST EAStERLY BUIlO]NG OF SUB..ECT rROPEATY. THENCE NORTH PA~ALLEL WITH SAID WEStER!... Y EDGE OF SAID BUILDING AND HQRTHEASTERl Y 130 FEET:t TO tHE END a= THE SANITlRY SEWER. THE SANITARY SEHER WITHIN THIS RELEASE OF EASEIoIENT APPEARS to BE "CTIVE At4) IS PflIV .. tElY OWNED BY AVA CENteR LLC. 2. THE FOlLOWING NOTES 3 THROUGH 11 REFER TO HE. EXCEPTIONS Of HtE THIRQ SUBDIVISION GUARANTEE PREPARED BY lRANSNUION TITLE INS\.A"NCE tOHP .. NY-ORDER NO. 86B365 Dol TEO ..JUNE 20, 2000_ :I!':;:~ I I ~ ~~ I I ,I 1."1 1 ' p-NUI.-,z:.::l ,jrt 2A7.17S~-' % ..... -.-............. -:;. ffi I I ·t 1:oJ _,. =, .. <oc<~"' EM .",.", ..... :.4o:: .:.-.' I~ Q ~~ I \ ~ ~~ 1\ \ ~ e~ I \ \ 3 _ PROPERTY SUBJECT TO TEAMS .. NO CtNllT IONS OF STREET V"CATION ORDINANCE NO. 2051. 8EING SUB.JECT TO EXISTING SENEA INSTAlL"TlOMS WIllilN VAC"TED ~:.~/".-"':' .:<' . :~./ _ .. ':: .... .r!··::·:·· 4 '5S.17 . ~~~ 11'0 ~.L I-~T \ \ \ ... .c. • • ..--. "'. ',: ~,:-\. v.\\%"'" 'I \ SHATTUCK STREET AN] 9TH AVENUE SOUTH. TO THE BEST OF HARSTAD CONSUL T ANTS KNOMl.EDGE. THERE ARE HD SANIT .lAY SE"ER LINES HIlHIN THE V"CATEO SHATTUCK STREET ANC 9TH "VENUE SOUTH tellH1N THE SUBJECT PROPERTY "NO OROIN .. NCE NO. 2051 IS NOT DISCLOSED ON THIS SHOAT PLAT. (EXCEPTION NO. ttl. 4. PROPEl'TY SUBJECT TO .. SUTTLE ClTY LIGHT CROSSING PERHIT WITHIN .. 350 FOOT WIDE CORRIDOR: tHE LOCATION OF SAID CRDSSIHG PERMIt IS NOT DEFINED IN ~"RA"NTY DEED UNDER "UOITOR'S FILE NO 5681617 .. ND Is HOT DISCLOSED ON THIS SHOAT PLAt. IEXCEPTION NO. 12). S. SUB.JECT TO AN EASEMENT AND RECIPROC"L P"RKING EASEMENT OVER THE ENTIRE PROPERTY "NO "OOlTI0N"L PROPERTY "ESt OF SUBJECT PROPERTV OESCRIBED IN INSTR\.IMEHT UNDER RECORDING ND. 8708210528. (EXCEPTION NO. 211 . 6. SU9JECT TO A 10 F"OOT WIDE EASEMENT FOR UNOEAGROUNO t SYSTEM AS CONSTRUCTED. EXTENDED. OR RELOCATED: AS DE:. INSTRUMENT UNOER RECORDING HQ, 9309211130. THE LOC"'. UNDETERMINED AS THE (ASEJolENT MAS NOT DEFINED AND IS NOT DISCLOSED ON THIS SHORT Pl.AT. (EXCEPTION NO. 23)_ vi x :( .,:,:-.:.: _At' --1.,;.'-.... :; -.:,T" -::.-\ \. .. ~ ~ ~~~~i;~~~~~~~==~Y~~:T:~o:rn~GT~· .. ~~~~~~~37L I.., ~ ...... : ... :. :':' ;-; )4ORANDl.IK':OF LEASE..:"·-\ ... \-~'.'E. '.:.i .•. ~ .. :. PROPERTy 10 T~.WEST IS INCLUOED "(THIN SUO AGREEMENT • :':-.~ ....... ' .. ::: .... :-.:.:. ...... . .. ~"~ \f ~:.::._ :' .. ::' 'j)'-:l.\ ~rra t£ \l7' SUB.JECT to .. N AGI*.EMENT REG .. ROING M4NAGEHENT OF COIolNON AREAS . :.. Ir ~ "L 0 T ':-'" ..... ::. AfC. NO •• .g610310B~~ •••. \ \) ~ f'::. (EXCEPTlOH ~9" '25):.:. 30'1 3°' . "": I I;::: '::. ..... "':": .. A:.iN~~o:i!'o~:· :.:-;!.\_ ~~.\,. '. ~'£, \:::" 8. E)(CIl~'TION NQ:."·2E DESCRIBES THE RELINOUt!H4ENT OF ALL .:. THRIRJWAY I ?~ C 1 .. :.:..... , .. ,., .. ::' .':: I "\ ••••• ~. ·::-:-~"SX··:·: ~r~~EN~~~!~~l~~R.F~~~RR~~~~T:;\N~~S~Cc~~ESS . . :'. STORB.-. I I g:: ~ ••. : ••.• :, .•.. ~.. .':: .:' ........... , ....... ~~. \ .-", ~.,:. ;. .:-1NO REG~E5S TO. FADM ANO BEtwEEN THE LAND AND PATH"RY .~ .. ' . ": I; ~ . .:~: ... . ... ~Il \ ~ .: ~ .{. ~~;~:i~E~OUNJEJ~uci~~bRA~F~~~B~~ A~j~.c~~~TH ~~LElOT :1' /,·l··.'·" .:: I 1° ~ ',....., .'.' •.. -_ .. -'_i:"\ \ t>;, 00. 'tl"," ROAQ·.~S APPRO'IMATaY 700 rEET EAST OF THE EAST LINE -.' ..' '., UI ~ ". -: .: .' ~'. \ 0 :V >" \" ANQ'SR 405 IS APPROX]MATELY 350 FEeT SOUlH OF THE SOUTH ~ ':1': / v::· :. 1 f .:,. .:: ~: 1. .. -\ \ cP.~.o Yo~..o UWE OF THE SUBJECT PflOPERTY RESPEClIVELY AND IS NOT _~~ ... ·..L POWEft E"SEMENT:~ec. I ":::_ -' .... (\ ~\ \ \ ~ ~~"-; )?lSClOSEO ON THIS SHORT PUT. (EXCEPTION NO 261 .... o:g .... \ :. ..~ 1 . ·h .... •• '.:" ~~,.: •• \ \ lJl('," ~ .. : AO..J\JSfMENT NO lU-001-88 RECORDED UNGER RECORDING ," a I .~. :-.: I .. :. ~~r".\ ,.'. ~ y. NO 891113900&. THE USEHENtS LISTED IN SAID lOT .... ~S .. :.' \:.:. ..... ""~"Ir-=->: ·:':,:p.:lo~\ \.l (-""",=.\ LINE ADJUSTMENT WHICH LIE WITHIN SUBJECT PROPERly •. .-:~ ,". X t4'. 870610037.... .::.... . .•• l;~~\ ... ;, .,' ':'9 SUBJECT TO [ASEMEtfTS SET FORTH 01'4 LOT lINE .. ::.' !;:t: .. . _ '.':' , \0.... '!.''!i.~ .:~ ~ ~.:.. ARE DISCLOSED ON THIS SHOAT PLAT. CElI:CEPTlQN NO 271 -<. ~~ f::··:·· ~'.~" .. :" :::. I 1 ':':'. po -f-10' WIDE WATER LINE EASEJ.4ENT"UOITOR·s FILE NO. 66:11805 ro' ~ tf'o\"':.\.~ -<,,:' \ 10 ... RECORD OF SURVEY RECORDED UNDER RECORDING ':'. '!!,., : -=-" :' .:. t··_··t·.---':'--'--l.. 0,70 ~'~ NO 9605179006 DOES NOT SHON ANY EASEMENTS .-•••• :lI~ f J \~ .'. ....~..: - - - - - - - - - - - - - - - - -+ - -t - ----~ \ \ '" ENC~BRANCES "1'oID ENCROACHMENTS so NOTHING IS -. ~!i ... 1 "'m~ ._. _Z~,1 .::.;:: ~ -iC i 7·::=-~.;..:.=r~L~~:;=-":=-":=-":=-":=--=-~":=-":=-~~":=-~~~-=-~.r-..:=--~~..J 15 \ ~ '!". \ II~O:C~~:P=:. ::' 37. 3 •. 39 A..,.O ARE ~< f: ~~ r IIJ'-ll '.' .': po .:~ ,". .... to HIDE SAN'tT,t.AY SEWER eA.SEHENT "'UOllOA'S FIl.E NO 663tBOCj J01 !~ -It1}ji' \ ~ 10>. ~~ \ NOT SHOWN ",S tHEY PERTAIN TO WAECOAOEO LEASE-s-..... g ~-Il\.:-:':" :' :: .:' IREl.EASE OF eASEMENr:_ AE.C. "'0. 9 ... 0613033'" -SEE NOTE ·NO.l ON THIS SHEET) C~' i\ l-~ HOLDS. FIN .. NCIAL NAtTERS. ASSIGNMENT OF ROIlS • .... r z ~ .... .:. .. :: •• '. :_ ~:s:: \l \ I_~ FIN"NCIAL STAtEMENTS ANO ASSIGP*t(NT Of ~~ ~ ~J!' w I~; I' " '::. ..~~ .. , :::.' ........ -":;': .:; .~:""". de I 1-I ~~~ MORTGAGES ANO C .. NNOT BE PLOTTED_ ~m 1: 1 ~ ~ 1 is; i"(~~ ~:':""': . . ... %..... :.:''" ./:., '::::'fU:;r"AIL::STORHS ~: I lrii" / / ;~~ \ 12. THIS EASEIENl FOR INGRESS At(J EGRESS IS ~"U lei~; f:j .! I 1c-:~~ , .•.. 1 , ••• -.... .:.: .::': .' '.:' .:'" .:':':~ ••• _ ::~ I ~I v "!~~r \ ~~~~S":~AE~~':N;R~~T~A~:~~~~~=~ICH ?l; .;, ~i I ~~ II -ft,'t6."~;'~':,\ RE~.~~ i~~f3'~~:"~: ". .:~ERGR~ PO'4ER EA~~HENT ./' .: .••• :.. ;i I ".( \ \ "'~~~ DECLARATiON OF COVENANT ApPl,IES' r ., ~ ·1 g:z I ~".it~" '. ". . B U I·L 0 F N G·" .... :. ,-" ~y '\ 1\ ,&~'i-e. UTllITIE5 AND ACCESS. 111E rOLlO.'''" ~fT1 ~~ I:':: II -tr"--P .,.q..O .... .,f' '" '::.:. • ••• :.;. REt",··HO. 870eiDO!7<1 .:' '.:' ••••• :.. -mi' / .;> "":1\ l,':-~ \ DECL'RATIDN OF COY. .... ,0111 Will ~ q;~ '\ I ' .'. ..' '. .... 111m / 7 ~ " . '(J':"'" '" >;;.1 ~ I:~ ,"!: II ~1 ~~~:'\ ':::: .. " . p_ .... l ;' ......... :':' .. :.' ~ • '.:' :,:' :" •• , • ~i:) (./16~~ \ \ ~~ \ THE OWNER Of THE LAND EMBR"CED .... 11 .. Q ~~ E -l~~~:1'''''" I ..... .:. -......... 'i..:. • ;F /.::. _ ... 1 "::. ~~ /1/ . \f~~' ~ ~~~F~~~ ~~~I~AO~T~SF:ari~JSION lllC I II.J <;.:,,} "L ':, ,,"'''''' /' ,,' /' """. '.; ... QZ;LI=L..L) ~''91 \ .Y 51GNING HEREoN COVENANTS AND AGREES iii -J]-- - --" .... - - - - -'. " -./. :./ 1 • . ,.-'1~-00101 " TO CONVEY THE BENEfiCIAL INIERESI IN IHE ~ -- - - -~"--_ - - -..0..:-:-'.:---;.~."S. ~;---:' - - -:. y.. >J..><:, I \ NEH EASEMENT SHOHH ON THIS SHORT PUT TO II JO' 'N01·04·OS·E --------:-......., -'-+. '-~ .' . -:.--:-:-:-1 :.-~ .......--.... l \A~~T~~~L~F~~~~~U:~~~~~~:~~~~~. JO' 30' LEGEND • pSET 1{2-REBAR '411H C"P UN..ESS NOTED II ,I'UJ 10' NIDE MATER LlNE EA·~~E).IT .:' \A~iTOR'S FRE'66lJBO . '.' 8;40.76' _-THIS COYEN .. ,..T SHALL RUN WITH THE l ... ND !.. . '-tiYOAANT EASEHEHT '. '.:' ~ANT u~ .:':: .:.'.: ('7-'" AS SHOWN ON TH[S SHOAf PlAT. I ~ REC. NO. 86122213S0 ·R[~,:. NO. ~612221310 ::: .:.":.' .:-' 13, ClTV OF RENTON WATER UNE 2S II LOT 1 "., .. ' .: :' LOT 2 :' " \ "seMENTS RECO_D UMlER IJNOER I .' ... : ;. :1 .... ~'" .... " ••• :-.. " ':-".,. ~ KING COUNTY RECORDING II CITY OF RENTON SHORT PLAT NO SF· 0'09-.8'7 .:: ).c:~<,. .. :'t~~":~"'\<' ':".:-". "':' .. ~i:~N'r~W.3~~~~~S . .' .:' .: ~ "'<? ~~ ··i&i.t, .:..:. :.: ~ .~~: ~.:~~~T;t':=l"~UPERCEDES REC NO 8707069001 ."..'::: ,..,:~. ~''''''' .' ... REC~NO .•• 0813033'·· .... ·· 1"=60' GRAPHIC SCALE I"SO' ----SO 120 180 . . ........ -:. \. ··:··.:f~~~· -~~~~~:. _::;'" .: .. ':: .:.~.. .,.:...:':"-.. :::~/ ('=:::;;~+}~ PORTION 0/:~H[!:'SEC,1IQ!'I'19:-<::!l~~;P 23;;<·~~TH. I!~~~E 5 f.,'S~" .;::~ r; .',?j)·~t .. (.~ . RVA /' CENTER .:''i .. LC J)~" . ':rr!'l!~ '.'-'! HARSTAD CONSULTANTS ..... ;.' .': \1) ~: :~4> I 't: SHORT PLAT APPLICA nON \J . _~. .,..~ ... ~.:-IG"H CIVIL ENGINEERS. LAND SURVEYORS :' ._ ;~ <~~..:~>"i:" .. -~., ~.{. .. ~ 20Z4 W LK SAMMA)4ISH pwy He NO. LUA-OO:O~8-::.~~ }~ -'~~ .. ~';.;.:.:;:/ :'.i REOMQNO. WA. 98052 LOT C ~""' .. &*oi J.j ,.," 7<7-.336 CITY OF RENTON LLA NO. 001-B8,. \:' .... --.~~~,~ .' '~tlEET .i_4_ .. -...... . 0) Joo 00005 f </ '--:l:71... • A LUA-OO-OBB-SHPL LNO-20-0269 HORIZONT~L DATUM BASIS 0( BEARINGS .. ;111, '-:lL.,.jiY:·A~lAL SURVEY (K C.A.S.I .\IU~I!H '-INt NELl.;"; SECTION 19. ~..,p ~;.~II HGE :5t ..... w·:~r: ...... ::. .-_ .... ! VUH I CAL DATUM ell" UF RENTON-NAVO 1988 ~UN'EmF.n FROM METERS TO FEET BENCH MARKS CITt OF RENTON NO. 476 ,.J\-' Ut-1/2" II=lON PIPE IN CONC~ETE MONUMENT 15" :'A'SI OF CENTERLINE INTERSECTION OF SHATTUCK AVENUE ANO SllL!1'j ~ST:-\ STREET. E! f. 132 92 C1TY OF RENTON NO. 659 1/6' 8RONll:. PIN AND CONCRETE PLUG INSIDE 2-OIz..~ETEA 31CEL r:PE DOWN 0.5' IN A MONUMENT CASE AT H~( CJ:\:5T~U':TEO :TCi-I.5CCTlON OF S. PUGET DRIVE AND BENSON DRIVE '3 E:...E 115 46 .. ' 8ASIS"!"""~E~'R~NG~: , .... ,,,: .••. 2~~·:.::i'~EASURE ...... r ~~Ci~~Z"~9. !WP.23N .. RGE.5E .. H.M . NflB' 4236 W .. ' ~.~61.'88 K.(:·.-II.'S. ''''. FOUND CONcnETE MONUMENT wt£li1;F~j~::?'~.;':j:?""'; <;,,,"t>i:1~,~ii'~:;':';:":: ~':', •• , :J (J:". FOUND .CJ3NCRETE ..o!~"M<IH ," .~;: ./ /':""" .' .... G?"'O \_\.) z ::0: ••• .... H .. fPlN IN MON C>SE:. ..::.-":".,),.::' '". SO\')"';" .0,.0' •. &~~ ~ to VISITED '-I-.~ .. :. " .. ;:' ..... __ .' •• ' ~ ~.,€. ,,0 ~ i "" ~ "'"'"' ~:~' ",:~' ,/if /i/::;r;;iF,; . , .• d~'f:::.. .. o 1IJ •.•• ,', .-:-:'f' ... '36.: ~'\~£;\ofr:#\..E.e.'!"3 II ~ .... $". ~ ~ .. ~~\..~ \0')\0 « '., "2-1'39 ,'1-. ,"t~oT'.., ~"."""" ·t ~" . " ~~:,,:'~6c ~~~'\ID.=:::.:::::.;:' '" -0 "O,,'\-. ~ co' C LOT:" l\l LOT. ~:!l .,S>' .,,-" .' .:. f.OUN E. :: t c~\.o, \.l~ee _ '::'., N,. .:' .:,: " ,':' i~:'c",s ", ltO",,",~E'Sf'E,,,,(ltt \,.\.. .. _00\ C3!'11J'l C4 .(0,':'-:: ,', • . :::.-"..tj.t..'gEf ,;" C,1';,.~"~N' NO £ ;:; ... .. \.. .., ............ . 1 .. = ·1"00 ...... ..:.....:'! SEE SHEET 4 FOR EASEMENTS ·,,· ........ LO.:r· _:::., '.' -.. .,:'., .( "_''',,. I. ON LOTS C2. C3 ANO C4 .• : ........ :::-,.' (lIi,PHIC SL.,,(E ~'··100· .," .,' ..... ; 172.B2 155.00 C 1 .. ,,,. /. ~. . . i.:';: "., i NB9·2S·13-E 327.B2" SEE SHEET 3 .. " ..... , .. , .,' .... .. .... I . FOR EASEMENTS .... ··'·.IGO 200 3o.!T -;.' •.•• , "-:'. u, .... ON LOT C 1 ~~+E"''''''''---'''''''/ .-::t .,,-5"-:: /.) / .. ,r· 2 ~ KORt( PEPFORMEO TN CON.JlJNCTlON ~JtH THIS SURVEY ':. ~:-"..:A \\ ,,:.' .:::-Ne8 -55'~2-H, ~ UTlllZED THE FOLLOwiNG EOUIPIENT ANO PROCEQURES. :::. ':"'\'y ~ J: ... -.;' .~. :::..... . 46.56 \ A. NIKON Toral STATION Io4AINTAlNED TO .:... ~ ; •• -.:.' •.•• • LO-T ' !o4.t.NUF"&CTURER·S SPECIFICATIOI.(5 PER •..•. :. ~ '8 0.': .:. .:". ",c-m-l3o·!OO. -0-' 6"'-""" ~ :t>. (6 .. ,. 1'" /.:' .. : .. C2 ;:." .... i!: \(:.; ~ ~ .. .L 7--.... ':" J.: " .,' .... . ... )7~ ~.,70 <9~ ~~~,,:.::., ... ,>:. :· .. ··,:'r¥'\'o .J':':":' .:,' .:: , .. ,.,.:" ~ \~\ :<) /' ~-'V :'. -~" "'.:' :;; /'" 9. f"lElD rP:AvEFIS': It!xCeEDI",G REOU1REHENTS OF \lAC-332-130-090, LOT ADDRESSES LOT C1 501 SOUTH GRADY WAY NORTHEAST CORNEll 5"'/4 NEI14 SECTION 19 r tNP.23N .. AGE.SE .• W.N. J!,.···ijnWHFTWAy '" ~Ig S.~OAE, . iN ;i-··· ... f3: .::.' .' Ul l!) UJ Z .'. cr: . 0 .... t--:' tn.-a .-:~ ..J ... ~ I-w::> cr: '" 6' ,~ ~ /' '::. .... .-;.; f O Q.., 0 ':'., ........ ~ .,!" b :;('\ ,"': "A _ ........ .•.• ... <T. r~ .' . LOT C2 365 SOUTH GRADY 372.~2· WAY -19 ~. ':. i;I, -~ ~ !p ~ OJ o z '::,:." /' 6' -0 'V .. ;..... .~.~-;..~; ~ ~ .",1~ 1 :~89·44·~2.:.!!,..,~ ~ 'S-~ C ~' .... :. q~~~;:. ~,:' . ,,:.~ SOUTH··REIjHJN VILLAGE;"PLACE '(:.., 0 y, ·:~J'Q"'S.3>.' f ).. ~ .... ~:.:.:' A ClTr ~ICATED 5TRE~,:-. AUDITOR'S,'flLE ND.,.~415310 ~ ~ ~ ", ""'(: {:"'.!;::.,/..:.:':" LOT C3 355 SOUTH GRADY LOT C4 375 SOUTH GRADY WAY WAY AREAS LOT C1 ,.,',' 410.907 SO.FT. OR 9.4331 ACRES LOT C2 PORTION OF THE NE1~4 •.. ~!,.~T!9N··19. IOHNSHIP 100.252 SO.FT. OR 2.3015 ACRES r--. m I m 0 0 0.. (J) 0 o~ Z LO 1-0 r--. «0 ....Jr--. o..m I- 1I0 oZ I (J) U ZW 01I I-Z W II LL 0 >- I-...... U r~~J;J AVA . .:'. CENTER LLC HARSTAD CONSULTANTS I .,. ......... .... _. SHORT PLAT APPLICATION LOT C3 57.976 Sa.FT. OR 1.3310 ACRES LOT C4 40.823 Sa.FT. OR 0.9371 ACRES CIVIL ENGINEERS. LI.ND SURVEYORS 2024 .... Lie. S,-NMAMlSH Pt4V. HE REOI-tOt«l. ~A. 9Bo502 1.11251 147-8336 NO. LUL~TOO:~~B~S.~L f,:' CITY OF RENTON LLA NO. 001-Be .:' LOl 2 LOT 1 .-: ......... . .'::' :=:r:' ~ET f2\ o.r::·:....L ,-':J .. . , . - Hled!Qr R~d a1 ~west 01 FiRST AJ/!:R:c'~N TITLE FOURTH C. a.f;~'::;;-; .. ~RO eLQG SEATTLE, WA 9~121 City, State: RENTON, WASHINGTON Addrnss: Gridy Way Prepared by: Yve1te Flores After recording, return to: Patty Vaccaro McDONALD'S CORPORATION One McDonald's Plaza Oak BrooK, IIUnots 60521 UC: 046-0358 COVENANT NOT TO COMPETE Under Lease dated May 15, 1996, RENTON VILLAGE ASSOCIATES, a Washington general partnership, ("Landlord") whose address is 800 Fifth Avenue, Suite 3700, Seattle, Washington 98104-3122 leased to McDONALO'S CORPORATION, a Delaware corporation, whose address is One McDonald's Plaza, Oak Brook, Illinois 60521 (''Tenant'') a parcel of land described on Exhibit A attached ("Demised Premises"). One of the terms of the Lease states that the Landlord will record certain restrictions against Landlord's property located withln the center known as Renton Village Shopping Center described on Exhib<t B attached ("Shopping Center"). . THEREFORE, Landlord covenants and agrees: 1. That no property (other than the Demised Premises) within the ~ Shopping Center shall, during the term of the Lease and any extensions of it, be 00 leased, used or occupied as a restaurant. The term "restaurant" as used in this ~ covenant shall apply only 10 the following restaurants operating under the listed M trade names, or operating under any successor trade names: Dairy Queen, ~ Burger King, Jack-in-the-Box, Kentucky Fried Chicken (KFC), Taco Bell, Taco ~ Time, Wendy's Boston Market. In-n-Out, Checkers. ~ 2. If during the term of the Lease, or any extensions of it, Landlord shall own or control any land other than the Demised P remises, which land is adjacent or contIguous to the Demised Premises, or which constitutes a parcal or parcels out of whioh the Demised Premises is comprised, any building(s) or other improvement(s) other than parking areas, constructed upon such other land shall be set back as delineated and legally described on attached Exhibit C, provided however that the restrictions set forth in this subparagraph (2) shall not be applicable: a. With regard to existing improvements on land owned or controlled by Landlord as of the date of execution hereof, or, b. With regard to any improvements existing on land which subsequently comes under Landlord's ownership or control on the date that Landlord acquires such ownership or control. . i .-. ; ... ,. 8, i " , .. J Landlord agrees that the covenants set forth In (1) and (2) shaH run with the land and shall inure to the benefit of the Tenant and shall be binding upon the Landlord and the Landlord's heirs, executors, successors and assigns. Landlord has executed this Covenant on this _ . .....: .. I_P_: _ day of ---..;.t_:,~_~_'_!U_'--__ _ 1996. AFFIDAVIT OF OWNERSHIP BY LANDLORD -+-"~.ILLl...-!:::..lO:.LI../::::~----'-I=L'e,,->t:.=(=being first duly sworn on oath deposes and states that hets e/they is/are he Landlord or landlord's duly authorized officers and that the Landlord has title to all of the property described on Exhibit B attached..a"e tla'!i thU Qi. LaflelerenwiB!:J)o oilier ~peI1, withi~ 8 hvoe illilc radius Of H1Q pral1eety--de!>clibed on» .fOx Rib it ;'; I!ftfJt1 n3iJ:' - IN WITNESS WHEREOF, the aHian1 has set his/her/their hand(s) this --,-1-.;.;'+_' __ day of (' (~..: i)(~' ,1996. 5-:" _ ... r' '~'I"~I''"''T''\' 1.:0 :\;~.:: .. .'~ ~·.·:'r'·'J·;';';'~· < I I.I~ CIJMIJ15Si:J1'i Df'iii(S ·Hl·n \ ~ ______ I 1996 . .. /. .... ;. ,. .... ;:,-:.,.., .• '. /./ .. {:' '.~ :.-.... , My commission expires: _i.-_' -_~_~ ·_·'·'_i _. _:"...:=:1::. Notary Public Please Attach Property Acknowledgment for State where Document is to be Recorded EXHIBIT A (Legal Description of Demised Premises) EXHIBIT B (Legal Description of Landlord's Shopping Center) EXHIBIT C (Legal Description of Non-Building Setback Area) uRELEGALIWORDDOCS\PVACCARO\48.358CNC.DOC " 2' -~--------------------- LEGAL DESCRIPTION PARCEL 1 lHAT PMllOH (F LOT -C-. CI'TY OF RENTON LOT UHE ACl.JJSTI.CENT NO. UA-001-M. . RECORDED UNDER RECOROING NOS. 89'l t139006 AND ~b, RtcORDS OF KING COUN'TY, Wot.SHlHG1'ON. OESCR/.8ED AS FOt.ll'IWS: COWMENCINO AT lHE NORTH~T CORNER OF SAID LOT "C"; THENCE NORTH 77"28'26-EAST 2OJ.!55 FEET ALONG lME NORlHERt. Y UNE 'THEREOf' 10 1HE aElINJNG OF ,. CURVE CONCAVE NOR'THERLY HA'VINCi A RADIUS Of' 3,a.11 FEET~ lH£NCE EASTERLY 1&4.70 FEET AlONG SAID OJRV£ AAO NORTHERLY UNE: 1MJlQUGtt A C£N1'RAL. ANa..t OF 02"44'0,5-TO TloIE TRUE POINT or fBII .... G; neu.% CON11NUfNG EASTERl. Y , 50.00 FEET AlONG SAIO CUfNE AND NClmERLY LIE lHROUGH A CENTRAl. ANGlE OF' 02"13'15-; 1J.£NCE 5QU"ni 00"31'+7-EAST 213.2g FEET; 1HENC£ SOU1H 89"28'13-WEST 1~.29 FEET TO A PONT WHIQoI SEARS SQmt CKTl'I'4"i EAST FROt.f THE lRUE POINT Of BEGINNiNG; 'ftofENC£ NCRTH OCTJ1'4, WEST 112.35 Fc:ET TO "THE 'tRUE POINT OF' 8EGNING. EXHIBIT A ':. ~, LEGAL DESCRIPTION PARCEL 2 LOT -r: .. e:rrr OF RENTON LOT UNE AD.lJS"NENT NO. UA-001-8B, RECORDED UWER R£CCIROtHG Nos. 891,,:59006 fJolO 9004099029, RECORDS OF KJNG COUNTY, WASHtNCjON: EXCEPT lHAT PORTION 'TH£REOf DE'SCRIBEO AS F'OlLOWS: CDIIUEHONC A. T lHt NORlHWEST CORNER Of' SAlD LOT .. C·; 11-CENc( NORlH 7T28"2!i-EAST 2O.l.55 FEET ALONG THE NOR1MERL Y UN[ THEREOf" TO ll£ BEGrI'4NNG OF A CURVE: CONCA.VE NOR1HERLY HA'I,1NG A. NADIUS OF' 3.869.71 FttT; lHfHCE £ASlERL V 164.70 FEET ALONG SAID CURVE AND NOR'THERL '( UNE 1liROUGtt A CENlRAL. ANQ..E OF 02'+4-'05· 10 THE 1RUE POOfr OF 9EGINNHKi; 1HENCE carnNUIWC EAS'TtRl V 150.00 fEET ALONG SAID CURVE AND NCRTHERLY LINE lHRCUGM A CENlRAL ANGLE OF 0213"5-: 'THfNCE SOUTH OCT3,'4, ~AST 213.29 F'EET; ll£NCE SOU1H 81r28'1l-\ll£5T 144.2.9 FfIT TO " POtNT 'NHtQ1 BEARS SOIJ"lli 00"31'-4-7" EAST FRO ... itlE TRUE POINT Of BEGlNNING: 1liENCt. NOR1l-i QO"3"4, ~ 172.35 FEEl TO ll-IE -mUE POINT Of BEIioIHHG. EXHIBITB .: ..... ~. ZJiD .. ~ NON·BUILDING SETBACK AREA THAT PORTION OF LOT "C", CITY OF RENTON LOT LINE ADJUSTMENT NO. lLA·001·88. RECORDED UNDER RECORDING NOS. 8911139006 AND 9004099029, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT "e": THENCE NORTH 7JD28'26" EAST 203.55 FEET ALONG THE NORTHERLY LINE THEREOF TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 3,869.71 FEET; THENCE EASTERLY 184.70 FEET ALONG SAID CURVE AND NORTHERLY LINE THROUGH A CENTRAL ANGLE OF 02°44'05"; THENCE SOUTH 00°31'47" EAST PARALLEL TO THE WEST LINE OF SAID LOT "e" A DISTANCE OF 100.:)0 FEET; THENCE SOUTH 87"49'25" WEST 378.94 FEET TO THE WEST LINE OF SAID LOT THENCE NORTH 00°31'47" WEST ALONG SAID WEST LINE 25.89 FEET TO THE POINT OF BEGINNING. EXHIBIT C c o .-~ CO > Q) -W ::J ~ ..c J- Q) > ·c n 00 o c o .-+-' CO > Q) -w +-' C o '-I I I I, .-j " I- I , "i ! i I , I I , , 1 I \ I I , , , \i • I' '. I I' Ii I DWG INDEX: J2272-Rl/lNmG-Sl/fPW/ JR9/IIJIBA OJ I ~ I Q ~ E c ) ( z 'L. y if> ." :r: y , -I /~ , SEC"" ,,~ ~ 3 :}E,5£.. W.M. ~ ~ lCRETE MONUMENT n;: m iN LEAl) IN MON CASE i, (0 ~ ~ ~ i'l 2 ./ / /' 10" 10' WlOE WAll'R LINE EASEM~l'Iffj~p:~~~'; FILE 1Io.\sI1::J;165V R\ 8-SHEET 2 STALLS LOT LINE -" .... ~~~.----...,.---+-----~",..'TT'ii~E REPORT NOTE 24-SHEET 2 NON-EXCLUSIVE ACCESS EASEMENT EXHIBIT uD~ REC. NO. 8911170364 SEE Tln.E R(PORT NOTE 13-SHEET 2 ITARY SEWER EA ASPHALT NON-EXCLUSIVE PARKING EASEMENT EXHI81T "E" REC. NO. 8911170364 SEE llTLE RePORT NOT'E n-SHEET 2 w z :J ~ "' o z AIL ~ ~ g,OOO .SF~,~ 0. 36 STALLS REQ'D '@ 59 PROVIDED ASPHALT PARKING LOT SA-H = ASPHALT E(F 5 = == '= == ASPHALT " z iL <) m a z " ., 6 ,i I SCALE 15 30 I I ( FEET ) 1 INCH = 30 FT 7 60 ! u., C'.~ C::) "" = ~ <>: ." 1:."2 ~ ~~..1 '" :.:':.:;. CO ,:""m I JJ-O >-. ..... <2 '" C\! '. 1: a !.!J co tr.: '" '" . '" Q,§ ,,""' ~ .. ~<i S! ''"'1 .q III OJ ...,~ ~~~ III o.t: 10""' 0)0 0)01 ).. (lJ OtO 00 "'''' .. '" I I ii:llij "'''' tn'iC' NN .:t~ SHEET ~ 0 ci !E 0 ~ '" ~ EX-06 ~ ~ 0 w ~ .~ '" ~ w g. 0 ~ '" ~ ~ "" • ~ 0 i;> ~ '" • ~ w ·s H • ~ ~ 0: ci :z: f-- U h'3 o 0::: Q m a a N ,.: " <L w '" ,;; w '" iL iii , ii Ii" , I , , I, ! I , I , I, ~ ~ ~ ~ 0 ~ ~ ~ ~ ~ ~ !:il "" "" 0 , \Ii; § ,." Office: SEA TTLE I Svstem: WHP-SEA-8TBB631 Time: 03/22/2005 15: 47: 11 ::g ~ ~ ?:' '" G< .j>. c;, 0) 'J :x;l rn n m .,~~ m l:} 3: ~ = ,-.,e, <::::) c:-;:. <-p. rn ~~ 0"'" I\) 'H UNE NE1/4 188'42'36~W IS OF SEARINCiS p ~~ ~~ R§l ;;u~ ZO ~V1 t;;~ ~8 )otT! • ::1 0,;:: ~o -0 :o::Z Zz - n~ ~~ ~\ SEcnON ," 1'111' ':'RGE 5E ,W,M, v 2661.89 MEASURE l."\'<Jl-loS'I ~iliB ~til ~ .... QJ ,,,,,,,,,, ?::;~'" ~~:" 0/ .';"" o co 'b. ).. ,,~ ).. C" 1l~ \-1\.005 ~ \j 35'<1') N\ ",--"-",0" 0,,00 ' 0' . N\ o Q"i 0 'b 3't "i 'tS ') ~ \.J\' ~ Q \j ~ ,." " \.\'<1\-16 5 '<1 C~~01l~1l3C~:0:3~~~~~~~~~~~ , ,,"~od .00 ~ :.-1:\.00 ::<:13 o.:l f .. ~t "'\3 3l-'3ll.'J 0\ ~Q 1-\'\3~ '1\"'\ 30lS 1. f~3\'t~o"3~ _ ~~ ... ~i. 'f\'<Ith __ 7 ~ "16'~6' ,,-- v .;-, ~ '\ '1 "' o. ,,~£OO\IlO~1l 'O~ ~~\CO ~ , -,~. ~~.~~ 'Z'Z' ~ -\70 ~ 3S"i'J t-t\ 0'/\ 0,,00' 'b. v 0 \'\ I/'i 8 't -------~ \£L£I Sl _d~O :)\15 .... '0 1i! ll'<jt-\ )\d )..35 ~~\"'\'l\8 "g-\09.: ill ;> l> ZUl () Z ~~ 6~~~ :::I·:r;{J'J1 (;i? mffi {J'J rrl ~f"l.:e=if"'lx ~~~~)oop P')"tI-...!OCllC -IQ 0 :/TI r.n N~ ~ ~ ~ .. Z -I '" R "1l . >-Zu:J ;uZ SH~zrr."'O I'T1 ox ZZ -:1' ~01 \.-I..-COID fT1 11"1 (,0-fTlx ~::If:::::--1 »0 ~~ ..... (f)E -! ~ Ci 11 !i2!l1 N-l(".l r>1< '" z~ "" -1 .. " >-'il 0: >-C; SEE TITlE RfPORT NOTE J-SHEET 2 _____ SEmLE CliY LIGHT TRANSMISSION RECORDING NOS, 3664599, 3664560, "'" ) 0~ > z • ~ __ ------~"'~ ~..;l:J: ~: ~OWE~ £AS~MENT 2 ~9~ Bc/',,' '-""-'" REC. till, ..B]~00371+ . ---- ---~ L "0. "0. kfO kfo <" <" Jt. "'11 l' " ,. J> ;0 VJ " " z.X Q ~ r o -< 0 ~ ~ ~ » z o U1 o ~ ~ O'",*,;-~O "'1'!-' ~ (q, <" ~-,- '''''1' ' ~ (' ~~ "'0'<,) ~.~ <;& 1,.0<,: 0., I:"%; ~ ~~ ~ ~05 ~ , ~ t"n;S , ' ~ '" ~ ,., "10 " :<l o " ~ 30' ~ ~ (' <.:\~v. \" <r:\"'~ ~ ~'o"" (). \6' o '&~ '/ \ ,j' ~ -::. .I'! J ~ 1.:Ck- '" ~% ,,'" 9t. '" ASP L T e ~ r-.> !=Xl OJ o r -1 PARTIAL EXHIBIT N'l ~ , . ~ N89' 28'13"E ". \ s WA TER LINE EASEMENT-A~DITOR'S FILE NO. 6631805 a-SHEET 2 -, 1 ~ I ~---..... "1l >-~ ~\ '" ~ A Z " "' " » "".. 1-;-"'01-<"1-;-~~ > ." ~"'-"'&. ;(,~ ..... "1'(/. >::)0 ... /~?:. 1-0 ~/)';. 0..-p. ~ ~~'t,l'Ullll0k':1 ~ \ ~ ~~~~ ,~/~, r r "' ~ -< o en < .::) QJ ~:;~ O~: ig~ ;.-, _ .. : ~-~. _.'! ~~ 6 -~ 0 :1:"", li ~ G<1T1 0"'" '- ." ...., ~ 0 U) -() c;,):>. G< 0 0) o r- f'll DESIGNED BY: NYG DRAWN BY: NYG LAST EDIT: DAT[ BY IR[V# N I -e- I ~ 0", 0' 0', 'j~ 'l1--~~ '~ I II " ~'9'--1;pl I I II 'f~~l > 1-q 6'6' '-t-~ 0<l' ~ """,c., ,,'" "'--M """,,,, 0 ,;')-y '" f:v Y Ii' ",'" !::- "" ~ ~ ;p g>?> 'y -R.", rY" 'Uv .J:.,..$;' \ ,;;;C) ...... ~ ..0 I~ C)c.; if "'1~ ,p \:5 (if 1;; .;;; .......... §:? ~ "VQ ~' 'v .p ~ "'" ('-;, "'1'0: &r:: ,,-,'v 4 " ~~ 1-0 ~& -1 '" v-. YJ' '".d ~,() ..9Q -:. 1,J'(:: q,,, DeS). 0·, 1,.0<,: ?; ",,"> ",'" fi' q,~ :§ -it 1-01-6'''0 1-,}- • Y", ""' ~ '0" ~ ~~ ~ CHECKED BY: NFH APPROVED BY: JOD PLOT DA TE: 03/22/05 R[VISION CK'DIAPPR, R[NTON SCALE: ----~".---. ----------- I 1 0. Sec ~';}; )f;f~N; \ /~_ 10' WIDE TELEPHONE _EASEMEN: _ /' REC NO, 8708100370 (~~;~::~~'~~~~~. ______ ~~~l~'.~s~m~R~"~~~:::::~~:1?U~~P< "" ;"" """"',,~ ,,-""'" :~::1}. m 1 ' =--./'../1 " ~. ----12" STORM SEWER i .\I~ 12'SITJRI,I """ RVA LAND LLC. RENTON VILLAGE EXPANSION LANDSCAPING ~ ~~. INV.S·N 2!i.O CONCRE~ LOADING AREA 6631805 --- LINE ~ ~ , , " " " COMPOSITE UTILITY PLAN W&H 3350 Monte Villa Parkway Bothell, Washington 98021-8972 PROJECT NO. 1 "=30' WASHINGTON DRAWING PILE NAME: 32272-rn tn vilig-ex02 PACIFIC (425)951-4800 (425)951-4808 wbpacific.com Planners • Engineers • Surveyors • Landscape Architects .~----~-._----. i I ! I I i 3'-4' ROCK . 9 '. '. of • ~ A .' , . · .... m~ . . '. ,. '. . . ,'" . .'. 4 . . ~ ." .. ". ,," '. " .. ,. II • • ... . :;. '. .'. •• • .' 17 ... ~ PLANTERS TOURNESOL SITE WORKS METRO COLLECTION SQUARE PLANTER MR-2400 IN IRON FINISH. PLANT \\HH ANNUALS 5' WIDE CRUSHED ROCK PATH WITH 4" DEPTH BORDERED WITH 4"X6" WOOD HEADER BOARD 3'-4' ROCK . .' . .. .. :.. . '. .., .. • • .... .... ".... • .' I : .,',' •• _ ',. ....... , .. , ... .~.. • .,. ,'. ~ • '. ••••• ...... . 4" " ...... ..', . . . , .... " .'-". ,',. ," .. ~. ", :'. ... '. '. . ~.~. ... .. . . . PROPOSED APPLEBEE'S .' . • • '. " . ... ~--'i" ..... I~.,!,t-.-.-:,--<-"'t· . .' .. '. . o. .' • • ... .; , ~(:)·i.t)' '" ~ .. ~ .,: 4' " ..... " -:..~,.....,'7"~ '. '!' • I':' • • • .. :.' .. .. . . "~.' " ... .,'. • • '0 • .,· .... . . • • • . . . " . .. .' . . .' ". ...... .. .. -.. '. .... • ."" '" .: •• , •• I .'. . ,. . '... ." . .. . ', ......... ,~·"".4 . ... . . .' ., . . '. . ... ., ., ... ... : ." .... .. , .' . .. .' . ,.' ... ' . ".' ... "4:.' .', . '. ' ... ' • I . ~ ...... " : ~ .... :, -/& :. ..., .... ',-. ...... -." .... ... ... .' · .. 3'-4' ROCK · , • · ~. • ',4 •• .. 3'-4' ROCK ~ II 3'-4' ROCK ~ GRAPHIC SCALE PLANTING NOTES: 1. ALL PLANTS MUST BE HEALTHY. VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 2. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST. 3. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INST ALLA TlON. 5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 6. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTlLlllES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCllON. 8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANllTiES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 9. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (iNCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, MOI'l1NG, ETC.) OF THE PLANTING AND LAWN AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE OWNER. 10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING ON THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. 11. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 12. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 13. STANDARDS SET FORTH IN 'AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 14. ALL SHRUB, GROUND COVER AND SEASONAL COLOR ANNUAL PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH BARK MULCH TO A MINIMUM DEPTH OF TWO INCHES . 15. LOCAllONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF UllLlTY LINES AND ADJACENT TO THE WORK AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY LINES DURING THE CONSTRUCllON PERIOD. 16. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL AOJACENT PROPERTIES MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. 17. DURING THE GROWING SEASON ALL ANNUALS SHALL REMAIN IN A HEALTHY, VITAL CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. 18. ALL PLANT MATERIALS QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN GRAPHICALLY. 19. ALL LAWN AREAS ARE TO RECEIVE 4" OF TOPSOIL. ALL LANDSCAPE BED AREAS ARE TO RECEIVE 6' OF TOPSOIL. 20. REFER TO SPECIFICATIONS FOR ALL INFORMATION NEEDED FOR IMPLEMENT A TlON OF PLANTING PLANS. 21. ALL LANDSCAPED AREAS ARE TO BE HAND WATERED AT llME OF INSTALLATION AND THROUGHOUT GROWING SEASON AS NEEDED BY CHURCH MAINTENANCE PERSONNEL. PLANT SCHEDULE SYMBOL BOTANICAL/COMMON NAME TREES (':"~ " ~ I/I!I\~\" THUJA OCCIDENT ALIS 'EMERALD GREEN! EMERALD ARBOR~TAE 0 CHAMAECYPARIS NOOTKATENSIS/ ALASKA CEDAR CD MAGOLIA GRANDI FLORA 'EDITH BOGUE/ 'EDITH BOGUE' MAGNOLIA 0 PICEA PUNGENS 'ISELI FOXTAIL' 'ISELI FOXTAIL' SPRUCE (0 PYRUS CALLERYANA 'CAPITAL'/ 'CAPITAL' FLOWERING PEAR SHRUBS ~ AZALEA X 'GIRARD'S H~T SHor 'GIRARD'S HOT SHO AZALEA @ BERBERIS THUNBERG" 'A TROPURPUREA' PURPLE LEAF BARBERRY ® EUONYMOUS ALATA 'COMPACTA'/ DWARF BURNIGN BUSH ® PHOllNIA FRASERI 'GIRARD'S RAINBOW DROOPING LEUCOTHOE 0 PIERIS 'FOREST FLAME' 'FOREST FLAME' PIERIS ® PRUNUS LAUROCERASUS 'OTTO LUYKEN' / 'OTTO LUYKENr LAUREL ® RHQDODENDRON '~RIC-A-BRAC"~ BRIC-A-BRAC RHODODENDR N ® RHQDODENDRON X 'TRILBY, TRILBY RHODODENDRO ® VIBURNUM DAVID"! DA VlD'S ~BURNUM GROUNDCOVER ANNUALS ARCTOSTAPHYLOS UVA-URSI 'EMERALD CARPEr / 'EMERALD CARPEr COMMON BEARBERRY -PENNISETUM ALOPECUROIDES 'LImE BUNNY' / 'LImE BUNNY FOUNTAIN GRASS ROCK SCHEDULE us o 3-4 MAN-SIZE ROCK -, 8"-12" QUARRY ROCKS SIZE/COMMENTS 7-8' HT., B&l3, NURSERY-GROWN SPECIMEN, MULTI-STEMMED 8-10' HT., B&l3, NURSERY-GROWN SPECIMEN QUALITY 2" CAL., MATCHED SET B&l3 10' MIN. HT., BRANCHED @ 5', SPECIMEN QUALITY 4' -5' HT.", MATCHED SET, B&l3, SPECI EN QUALITY 2" CAL., MATCHED SET B&l3 10' MIN. HT., BRANCHED @ 5', SPECIMEN QUALITY 5 GAL. CONT., 24" MIN. HEIGHT, FULL & BUSHY 18-21' MIN. SPREAD, B&l3, SPECIMEN QUALITY 5 GAL. CONT., 24" MIN. HT., FULL & BUSHY, MATCHED VARIETIES 5 GAL. CONT.U 18' MIN. HT., FULL & B SHY 5 GAL. CONT.u 18' MIN. HT., FULL & B SHY 2 GAL., CONT., 15" MIN. SPREAD, FULL & BUSHY 18-21' MIN. SPREAD, B&l3, SPECIMEN QUALITY 18-21' MIN. SPREAD, B&l3, SPECIMEN QUALITY 5 GAL., CONT., 21" MIN. SPRD., FULL & BUSHY 4', PLANT@ 6" O.C. 1 GAL. CONT., PLANT @ 18" O.C. 1 GAL. CONT., PLANT @ 24" O.C. STAlE OF WASH/N~ren R[G/SlER[D '\ P[ ARCH/1!iCT , ( IN FEET ) Ilnch-IO!l J ~ ~~ No. Date By Revision Description Oesigred By: 188IJe Dete: TSP 2/17/06 Drawn By: CONTRACTOR'S USE CWE i~ ____________________ ~~~ __ ~~ ____________ ~~~~::::::======================~============'~T~~·O~(.~======~ i ~ § APPLEBEE'S RENTON ! ~ SOUTH GRADY WAY LANDSCAPE PLAN L-1.0 Chec:ked By: Project No.: TSP t5 ~(/')"" 1144 Eastlake Ave. E. T (206) 522·9510 RENTON, WASHINGTON 98055 ~ Suite 601 F (206) 522·8344 L ___________________________ -----.J Seattle, WA 98109 WWW.PAClANO.COM L-__________________________ -'--______ ---1 ---------------- ~ NASON .. RY",--_ "V2(j':2 5/8" "'~-O' MASONRY FOR SIGN APPUCATION o BRICK COURSE G) CMU VENEER 1.S. BEAM LANE CONTROliER UGHT CENTER ABOVE DRIVE LANE -TYPICAL -~ GUTTER 15 DOWNSPOUT (~4-RIGHT SIDE l/B" l' 0' 14 6'-8" WIDE OPENING IN MASONRY FOR SIGN APPUCATION ROOFING SYSTEM FIXTURE BRICK CMU 14'-0' WIDE OPENING IN MASONRY FOR SIGN APPUCATION 13 12 \ \ / / COURSING ALIGN WI BRICK VENEER H.M. DOOR & FRAME ELEVATION METAL ROOFING SYSTEM HEAD BRICI( VENEER --, CD SOlDIER BRICK HEAD .-----METAL ROOFlNG SYSTEM ROWLOCK BRICK SILL DOWNSPOUT ALUMINUM STOREFRONl - SYSTEM (DSRICK VENEER p M H A A -------COPING -----~ L~ I .... 1.0. MASON=RY._ "V2(j':2 5/8"- DOWNS OUT -------.. j UGHT FIXTURE - •. 1 I Iii r I .;. . \1 \ II: \ \ L. PACKAGE RECIEVER L NIG T DEPOSIT -VACUUM AIR TUOE SYSTEM CUSTOMER UNIT = - FRONT ELEVATION 1/8" l' 0' AT~~ NASON=RY_ "V2(j':2 5/8"- COPING METAL ROOFlNG SYSTEM GUTTER & DOWNSPOUT ---- 1 I o II 1 1 " 12 ' ,,13.-. ~ '\;~ 4 ~ G) CMU VENEER ---tlI;j:::~ G)ROWLOCK BRICK SILL- 6 I 16 IT i~"13P: I" 1 I ~MASON::.::RY __ -vw:.4" - CMU ~EER "'~-o'- ! METAL ROOFlNG SYSTEM , DOWNSPOUT 2 L. SOLDIER BRICK HEAD G) o BRICK COURSES -~ o E G REAR ELEVATION 1/6' = 1'-0' ~ ~3 ~u;rr:~14'-O' WIDE OPENING IN MASONRY FOR SIGN APPUCATION 1 . .-'- PAlNl WALL MOUNlEO / ELECTRICAL SERVICE EQUIP. vCmM,~f-VEI~EER TO MATCH eMU G) 12 --,3 /, COPING CMU VENEER ----.-METAL RooFlNG SYSTEM & DOWNSPOUT eMU VENEER COURSING n AUGN WI BRICK VENEER 1 GUTIljR \ r IMETAL ROOFlNG SYSTEM 12 \ I' '. r-~~\ /'---1-CONC. CURB DOWNSPOUT ----' , , I o o 4 4 I 8 16 FT COPING 6'-8' WIDE OPENING IN MASONRY FOR SIGN APPUCATION 8 BRICK COURSE 0 CMU VENEERG) 16 IT 1 LEFT SIDE ELEVATION 1/6' = 1'-0' --------------------------------_______________ l_~~~;=~~ I:maJ ! o 4 8 16 IT -. , I c rerminal S<Jles Building 1932 First Avenue Suite 408 Seattle. WA 98101 206.720.700 I phone 206.720.2949 fax www.craftarchltects.com CONSULTANT Revision~. Sheet Tille ,'_._--- _____ FccL"'-OO=R PLAN Date: 3/18/05 Design: Drown: Plojed No: 636 .. --... --~~ Approved: KG owe INDEX: 32272-RNTlM1G-SllfPlAII IRMA 32272-RN1N~lLG-£X02 '" "l-e:; l!) Ui l!) Cl C ~ i;j f<) Cl iti ~ u:: G': Lc. <>: ~ l.: Q) Ul :::. ~ f<) <0 OJ i!J CD I ~ I Q ;C '" E Q) ~ Ul (!] L,.J ~ f... ~ Q; lJ ~ 0 E o c B A .". IJ) "" '" .". r -' " TOP 25.J INV,l~'E 21.~ % "" ~' >, 1'-o so' 2 1="1 nnn FF=28,60 <J) CD Z " NO. 001-8 / 10' 10' WIDE WATER LINE EA:"M~1-AUDlreR"S FILE NO. 66:'J8lJ5 ",/Ii,,, ,I,m"",,,, B-SHEET 2 456.17' '''''''~'''''' '-v'"-r-+"" L T FF=28,60 [":1 _--";~m----+--+-----"":f'M~ REPORT NOTE 24-SHEET 2 ~ ~ E SANITARY SEWER EAS'ME ---~~~~~ '0 ASPHALT "' EXHIBIT ~8" NON-EXCLUSIVE ACCESS EASEMENT EXHIBIT "D" REC. NO. 89111703G4 SEE 11l1.E REPOR I t<OTE 13-SHEET 1 SEE l1TLE REPORT ASPHALT NON-EXCLUSIVE PARKING EASEMENT EXHIBIT 'E" REC. NO. 8911170364 SEE TJTLE REPORT NOTE 13-SHEET 2 3 N 0 z <t w '" ~ I~ If' I~ z OF WAY 4 - REC. NO. '0 "' LANDSCAP NG ASPHALT ASPHALT PARKING LOT 0, 5 o z w~ ~~ G:l::J L ~ I. == ASPHALT == o· '" 1'('0 L 6 "'F-,;,~'" i I I I 10' I --.: z-8- 30 I I SCALE o 15 30 60 ~iIIiiiiiiiiil!~~1 iiiiiiiiiiiiiiiiiiiiiiii~1 ( FEET ) 1 INCH = 30 FT 7 / MAY 1 0 20D5 RECEIVED G: <: ;..: 00 El ':<:: '-' Lu ::r: '-' ~ <: ;..: OJ El <: <cl i7J Lu Q Q ~ ;..: Q) 0 ~ 0 Q:: Q Q <>: ~ <: ;..: OJ <: '" <>: Q:: Q W t'- Ol «J I >, .... OjW ~:i5 .. Ol OJ I:l 0...0 OJ""' ~"" ~I=l ~ ''-' .J:1 Q) OJ oco .•. ,,OJ 00 ~ I=l<= coco "'''' t> 0 I I ti ~:::i ~ ~ ~ Q) to", C.J:1 "'''' t> to'lO' " '0""' 0. C')o "'''' 11 C')1l:i ~~ I[) n:' Q ~ Q '" '" ,cJ ~ G f<) 0 G.i 1-- <>: <: Q 0 f... i7J 0 '> ....J Q L,.J Q:: ~ L.., Q:: )... fC.: OJ a Lu f... i:':' (j) '" <>: Q ....J SHEET EX-03 .. ~ " ~ ~ :'3 t> !o " ~ t> '" '" <l .'S ~ ~ ~ til r.! ~ " .EJ "" ~ ~ '" ~ s:: c:i <: I- U LU -, C) Q Q Cl I') II m 0 0 N '"' ,..: n. w U) u; W 0: a: [;j Office: SEA TTlE I Svstem: WHP-SEA-30BB631 Time: 04/15/2005 10: 12: 27 » co ~ () tJ "1 ~ ,~ ~ ~ ~ ~~~ 1:2: ~~~ ,. /-/~//~::~~=--.-~ l-------::::::::/~ ~-==-===- '" '" -I> 01 0) 'J r:::; I'T' "" ...." ,"")[J .. :""" 3: =:r) ~TI ::boo -co t.=:~ -< ~?,~ -,. , ,., ~ ~ ~~~: rn r.":;~~ .. -,' C l:J ~ :?:~~ ""C, 2-;7' -~ 2 ____ II M ",IT; 0-1 '-' .." -I ~ 0 U) _0 01)::. '" _,0 0) o r-rr, DESIGNED BY: NYG rn ~~ 0-1 ~ ORA WN BY: NYG LAST EDIT: DA TE I BY IREV# '"TJ> -> ;="U 0;;0 '-"U 01"1 11;;0 I> "'" 0 ;(j 0 .;-I2S " Vl;C: N "'" > O::!l N;:;j ZF ("") 1"1 "N >:= ~ I:i! 1"1 _ Z > I "'" ~ I' "./ "./ ".Jf'''./ ".X ~ \ \ \ \ \ U N I -8- I CHECKED BY: NFH APPROVED BY: JDD PLOT DATE: 04/15/05 REVISION CK'DIAPPR, I I I I I I I L-~- II , , '-I '" RENTON SCALE: "a"1 B'J s ~--" "1 N\ ----- " d\J\J\ ~~ " II N III Ol 0 x V'+ --;;:::===-~-=======-:,==:;-."......~ /,,~~ Ii ~ ~ ~ ~ ~ II " " II N co a, 0 / / /~'~ '" J! jI I II 1"=30' ... / #'>. "-II III • "-~ "-"' / / / II I1Y / /777A771'7 / I ~J RVA LAND LLC. RENTON VILLAGE EXPANSION FLOOD HAZARD PLAN PROJECT NO. WASHINGTON DR A WING riLE NAME: 32272-m tn villa-ex04 r;;-j:!l ~ '-0 1"10 :<0 NN -.10 . Z &:1"1 ....... > I 3350 Monte Villa Parkway Bothell, Washington 98021-8972 (425)951-4800 (425)951-4808 W'hpacific. com Planners • Engineers • Surveyors • Landscape Arabitects ~ IIASON",,-RY_ -v2O'~2 5/8-- 14' O' WIDE OPENING IN MASONRY FOR SIGN APPUCAllON "'~-O' (3) BRICK COURSE G) CMU VENEER p T.S. BEAM LANE CONTROUER UGHT CENTER ABOVE DRIVE LANE -lYPlCAL -~ GUTTER AlUMINUM STOREFRONT II DOWNS OUT ....--/ 10. / UGHT FIXTURE ~ BRICK VENEER -~ (!) 15 14 14'-0' WIDE OPENING IN MASONRY FOR SIGN APPUCAllON 13 12 DOWNSPOUT 12 ,-- 6'-6' WIDE OPENING IN MASONRY FOR SIGN APPUCAllON ROOFING SYSTEM FIXTURE BRICK CMU COURSING AUGN W/ BRICK VENEER H.M. DOOR '" FRAME \ \ / / BRICK HEAD SOLDIER BRICK HEAD ELEVATION METAl ROOFING SYSlIM H = I I \ '--PACKAGE RECIEVER L NiG n-DEPOSIT A ___ ------COPING ~------I ~MASDN=RY_ "VW-25/8'- .L'.J.o,-MASON=RY_ Vir-4' - ~ '" GUTTER '" DOWNSPOUT ---li'= CMU ~EER "'~-o'- METAl ROOFING SYSTEM ROWLOCK BRICK SILL (!)BRICK VENEER DOWNSPOUT 4 DOWNSPOUT VACUUM AIR TUBE SYSTEM CUSTOMER UNIT FRONT ELEVAT:...:...IO:=:...:N~ ______________ _ 1/8' = 1'-0' ~ IIASON"RY,,_ "VW-2 5/8'- COPING METAl ROOFING SYSTEM GUTTER '" DOWNSPOUT o CMU VENEER ---llq::2::j l- ..I.FF Vu-u I- o 4 II I I G)ROWlOCK BRICK SILL---' CD~B~F; 0' SIDE ELEVATION B 16 FT / METAl ROOFING SYSTEM I LSOLDIER BRICK HEADG) (3) BRICK COURSES II PAINT WALL MOUNTED A ~3 ~~r::14'-O' WIDE OPENING IN MASONRY FOR SIGN APPUCAllON I ELECTRiCAl SERVICE EQUIP. TO MATCH CMU / 2 i COPING CMU VENEER ROOFING SYSTEM '" DOWNSPOUT CMU VENEER COURSING TO AUGN W / BRICK VENEER i GUTTiiR ---. / r-METiIL ROOFING SYSTEM 12 :-r-~ 3 I ~ 1<--- I~~ CONC. CURB DOWNSPOUT r- r- ! o p o I o 4 4 4 I B 16 FT COPING 6'-6' WIDE OPENING APPUCAllON B 8 BRICK COURSE (3) CMU VENEERG) 16 FT I 16 FT c architects Termin~'ll Sales Building 1932 First Avenue Suite 40B Seattle, WA 98101 206.720.700 1 phone 206.720.2949 fax www.craftarchitects.com CONSULTANT Revisions: ------- Sheet Title: FLOOR PLAN Date: 9/18/OS Design: Drown: Plojed No: 696 Approved: KC Sheet No A501 ET 9/18/05 MAY \ 0 2OC;5 .,... '" I 4 1/2" I II ~ .' 1~irf'-oronH--=,,---rI-'0> it::::tVESlIBULE 00 • o • 9" 7'-5- 101 I ..J OPEN OmCE ~ 5 1/2" 8'_4" 12'-6" 76'-8- 18'-8- • ~ I '" ~ II I I I 5 1/2" I ~+ ~ I ~ I DEPOSIT ~ -!iii \ \ 't \~ ~ 108 I J I / 22'-1 58'-0- • 115'-8" ~~ BOTTOM OF STRUCTURE ~ FINISHED CElUNG _ _ ACOUSTIC INSUlATION BATIS C~,---0 PARTN lYPE Cl 24'-7 1/2" .,...__-1 lAYER!J6" GYP BD EA SIDE OVER 2x4 WOOD STUDS AT 16" D.C. FIRE RATING: NON RATED UL COMPLYING FASTENER 0 24" DC MAX ACOUSTIC SEAl.ANr 0 PARTN lYPE Cl CONCRETE SLAB TYPE C: PARTIAL HT PARTN TYPE C 1: PARTIAL HT PARTN W/BATT -+--- I..\DDER TO ROOF ----- I 1 J .1 1 1 1 1 l 0 0 lYPlCAL GO 1 1 9" BorrOM OF STRUCTURE ~ FINISHED CElUNG 1 lAYER OF !J6" GYP BD fll----l IAYER!J6" PLYWOOD OVER =:::=$.= 2x4 WOOD STUDS AT lS" O.C. UL COMPLYING FASTENER 0 24" OC MAX CONCRETE SLAB FIRE RATING: NON RATED i TYPE C2: PARTIAL HT PARTN WI PLYWOOD / / I I I I ~ I I -~ '" I ~ • '" -.... ~ ~ ~ I .., ~ GENERAL NOTES ~ , o 8 16 1. ALL INlERIOR WALLS ARE lYPE 'c' UNLESS NOTED OTHERWISE 2. REFER TO SHEET A901 FOR DOOR AND WINDOW lYPES 3. ELEClRICAL / TELE / COM ROOM (lOS) TO BE 'ROOM READY" MINIMUM THIRlY DAYS PRIOR TO DATE OF SUBSTANTW.. COMPLETlON IN ORDER FOR THE OWNER TO BEGIN INSTALUNG TECHNOLOGY AND SECURITY ElEMENlS. 'ROOM READY' CONDmON INCLUDES PERMANENT POWER, PLYWOOD BACK BOARDS ON WAIlS, AND LOCKABLE DOOR. REFER TO SPECIFICATIONS GENERAL RECUIREMENlS FOR ADDmONAL INFORMATION. 4. WHERE SMACNA MANUAL IS REFERENCED, THESE DOCUMENlS REFER TO THE 6lll EDmON. 5. BRICK BANDING IN THE CMU WALL IS RECESSED Ji" lYPlCAL UNO I 32FT MAY i D 2005 RECEIVED c Terminal Sales Buildin.g 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.700 I phone 206.720.2949 fax www.-craftarchit_ects_com _ .. - ~ Z <C >-m w ~ is o a:~ I o g)-a: 00 0 <C z ~ ~ lL~CJ~ CJ)waj~ ..J a: 0 II:! ..J CO w ;: CONSULTANT Revisions: Sheet Title: FLOOR PLAN Date: 3118/OS Design: Drawn: Project No: Approved: KG Sheet No: A201 DYi B/25/05 bBb-A201 ~ Office: SEA TTLE tem: WHP-SEA-30BB631 Time: 04/26/2005 13: 55: 59 N G.J .j>. U1 OJ 'J I - :2: <J :C ...... II ;:j G.J1'T1 0-1 '-' ." -I rn ~~ O~ 0') » ,OFHH UN€ NEI/4 !lAStS OF BEARINGS .... G'-· ;'f 2 r'i(l) M~ ~~ ~f'l • ;;;j 0:;:: ~~ -0 • Zz ~ ~a -~g ~ SEC""" !l'. TWI'.,:.RGE ,., .. w."~ v U' 0, vo~ 1{'\8i- 3S\:J'J \'1,\ -\'10'11 01'100) l.r:;:.L~\ SI _d'o;j'J 'JIl,S'li1d ~ l\"i\'l. )\d .\..'35 8"1,,,,1819 00 l.\'liOd gS-IOO-'<I,' N01~1<1 ~ \0' <)3\1<10" N-N ,," \ n '" 0, f:l " » ZVl D Z S~ 5~gg 1"'1;:1' xU'! I E::;::l OJQj Ul !"'1 Irr. <.O~fT1x ~~:: I>-P ~1)-....)o<nc -100 ,m In N~~ ~~ ~ z -; '" '" " z p ~z ~~5~:=:~ ... :;;' :::r::~ I "'? 0000 M t,.., (0-t"IX !£=tI .... -;:;..(] ~~:::rri'(J)E -Il6C3 ~~!:.Q N--\ 0J fTI< '" Z '" ... '" SEE TITLE REPORT NOTE 3-SHEET 2 SEAitTLE CITY UGHT TRANSMISSION RECORDING NOS. 3664599, 3664'::0, ) < " "" 0 0 S£E n11.E REPORT NOTE 10-SHEET 2 15' WIDE POWER EASEMENT REC. NO. 8708100374 \ a. • N I (.f) -(J 01):>. -s-r-rr, G.J 11 0 I .1 Ol 0 \ \ <;;. "-'\., '- ::5~ g~ t::le') oLti ora i;l:::l <0:::1 ~~ !::l~ ~:z: 9~ 010 00 -l»' -. -ON ":> 01 01 I I ~ r-;c: Oc: 0 ~C! ~ i!» :c OJr- Sl f;;~ I'T1 f"' ~ ~ i(l ~ P » ~ Ul I :z: 0 -I DESIGNED BY: NYG CHECKED BY; NFH ORA WN BY: NYG APPROVED BY: JDD g~ -rr, 01j <0:::1 NO c:!~ 9~ gP CON -l» I ~» Ul~ -Ie') ~Vl :0» 1'T1t::l i!a r=:z: Ul:2: J;C'l 0 \I~ Ul O ~~ O~ ~Ul mO ~~ '0» ~ LAST EDIT; PLOT DA TE; 04/26/05 DATE -,.--",,~ '"'Y~' ~,.:. t::J REVISION CK'DIAPPR" <. 2' OJ It ') C?-#~ '.1 1 "!. I ...... 1~ 24.0' 8 I I '" I ~ If I 24.0' 0 , ;0 0 ,. " ~ ~~ -< "e 'f~~ rUl ~~"' m~" Mil "' "OZ "':\--1 30' " "' [) \ z .0 <0 0 V II ~. i- '" -0 /? ~ , I o ~0 N~ t::l\l ~~; g(') »Sl Sl~ ota 9Ul I'T1 :z: " <0:::1 3l~ 1\>0 OJC'l c:!:z: ~» ~~ 9:z: c::O gP »-1 -~ :Z:;c: <0 ... :0:::1 ~tT1 -<;:::i 'I »:z: I .;-<1'T1 :oVl ~~ "'~ l'T1o:-t g» o:-tO ~~ OOJ OJI'T1 Sl~ :z: ~ 1'T1:o =<ffi \If!! !j;:0 ~ e') ~ e')~ ~ (:J ~ 'M I ~ :z: » -< ~ ~ ~ P ;c: 2: » gJ ::l » ~ I § -<J1 Vl ;;:j » I -t::l 0 ~ Ol -l» ~ ~ :z: C'l RENTON SCALE: EXPIRES: SEPT. 1,2005 <J r (J) ." 46.8' oJ' 0, ,l'1N' r-~ ~ U' 0, \j CO( "" o C'1 if> » z r'1 -l f\f\ _______ ~ ~£OO\IlO~1l '01'1 ~'i1g,,"l , 19.5' ~ q, » 1-1--- c o '6 3i-\I i-S ') .O~ 0\1 0 C\ (\~ ~ '\j 'c\ J ~ Q _~'6 \-\ C" O. 1-\\ rr, a s -------- 'clOJ'3'ti ru.\I... -;l.3S d " c13\6-o' 31.0.' 1'13\~3S'<l3 l;I3N-O ,;)1'1\(\<10')3<1 l. (j~(\C" P~~ - I\> .,. til 01 4 ,!JI:;;O tvf'Tl O(J) O~ (J)C .,,:;;0 » Z -I (TYP.) -'1r \ 65.0' w:;;o ~ f'Tl 0-1 0» O-r (J) ." PARTIAL EXHIBIT "B" RECORDING 9512281 7' ~ n m 0 ~~~ 0"" ~ z§~ ~J!! "iil-l ;;jfilZ ."4 "'3P".~ 'i'MfO .... -I • m.o S~ 8t.Jg ~!ilo .:(: ~ ~m ~ m M ~ ~ q '" o m ~ " c: z "' ~ r;! '" co ~ M " " M " ~1 ~ J> " C Z '" o ::; ~g m ' ,Ul ~ ~ ~ r= ~ M I ~Z I({) 9 g; ';i i'? '" ~ a > ~ ~ 6 ~g M n~ ~ ~6 o;;J9ur ~ ~f;; Po> z ~~ ? )i1'Tl fO e:~ ~ " ~ " ~ ,: ~ . ~ ~ ~~ 9~ -~8;:J;:Z: ~ ~ ~ 1:-:; t=ll~, ) ·Ii! \ PO R EA ENT---1 0 VJ f1' 1~4 = I~~IIII\> REC~O . .8'7081 ,,74 ., q, '" '" '" '" ....... "-"-"- 1"=30' 10' WIDE WATER LINE EASEMENT ~ AUDITOR'S FILE NC SEE Tl11£ REPORT NOTE e-SH~ET :1 '" YI/I/ ""'" I ~ 1/ II I r'.5J~19'~"~~~J"k~~,~,,.. /I 15' WIDE \oIATER LINE EASEMENT REG, "-/ -.../1 / / ...... II '" I I DESlRlBEllI UNDER REC/ I # 2001024001641 10' WIDE SANITARY SEwk~ EASEMENT ~ AUD. FILe NO 6 3 --~F" TIT! F R~l>rwT AJ()1'1" "'_"'~M-,., 54. ,... . ___ I~ '-10' WIDE TELEPHONE EASEMENT REC. NO. 8708100375 sa mu: ~T NOTE 11-sur 2 RVA LAND LLC. RENTON VILLAGE EXPANSION W&H 3350 Monte Villa Parkway Bothell, Washington 98021-8972 SITE PLAN WASHINGTON PROJECT NO, DRAWING FILE NAME: 322 72-rn tn villg-ex06 RA.CIFIC (486)961-4800 (485)951-4808 wbpac1!ic.com Planners. Engineers • Surveyors • Landscape Architects DWG INDEX: llI98046A -"1- C:i l{) (» o q; F c HARDIE AVE SI'I VICINITY MAP ROOT BALL \ \ \\ \N05 \\ \\ \, \\ \ 'i \ EXIST~NG STREET --*= \ \ TREES\TO REMAIN ~\ \ EXIS11NG PLANT ---t--II- 1\ \ ~\AL5TC \ \ \ ., ,.----\' I \ "\'7 \ \' \ \ \ \ , \ \ \ \ \ \ I \ \ \ \ , \ \ \ \ ~ ) __ --";RO-STI<A" ... T'" TREE TIE, -ALLO>'t 5" TO 4" LATERAL MOVEMENT OF TRUNK ,\T POINT OF TIE. (\ \ ~-,5UY l"IlRES -5 PEl< TREE ..,"" EQUALLY 5F'AGEJ], / \ \ I<EMOVE 8UI'<LAP (":>.IP ;fv.INE FROM r<\>l" lIS OF eALL AFTERIsTAKINES, REM, O(IF ALL Tl"INE ARO\.tID eA5E,OE~ ) ~ TRUNK TO THE FII<5T i3RAN(;H, PLR:EI ROOT BALL AT TOP OF MULG.H LAYER,\ PROVIOE A BARK MULCH ~~ BASI~. Ic~i APPROX. 24 INCH DIA. AND 2 INCH DEP"fH IN ALL PLANTING AND LAWN AREA?_ \ 2-X 2" X 24" FRE55URE Tf<EATED STAKES OR EGIUAl.. 'ii!±±i;;-SCARIFY Io"tALLS AN!' BOTTOM OF PLANTING PIT. SOIL MIX BAGKFILL CONIFER TREE PLANTING DETAIL &U e&TeO GRAFI-IIC SYMBOL C) !=L.ANT MATeFO!IAL.& 60T ANICAL NAME MUI. TI-ST!;;M !;2!;;CIDUOUS TIS!;;!;;S ACER CIRCINATUM ACER FALMATUM 'SANGO KAKU' STYRAX JAPONICUS DECIDUOUS SI-lA!;2!;; AN!;2 STIS!;;!;;T TREES ACER PLATANOIDES 'EMERALD QUEEN' FRAXINUS OXYCARFA 'RAYWOOD' ACER RU6RL1M 'RED SUNSET' PYRUS CALLERYANA 'ARISTOCRAT' PLATANUS ACERFOLIA !;;v!;;BGSE!;;NSCREENTREES CEDRUS DEODARA PSUEDOTSUGA MENZIES I I TI-lUJA PLiCAT A PINUS SYLVESTRIS RES'f AURAt·rr 5,200 SF PROPOSED AND PLANT MATERIALS SEE PLANT MATEI'l.I)"LS LIST, GI VINE MAFLE SANGO KAKU JAFANESE MAFLE JAPANESE SNOW6ELL EMERALD QUEEN MAFLE RAYWOOD ASI-I RED SUNSET MAPLE ARISTOCRAT FLOWERING PEAR LONDON PLANE TREE DEODAR CEDAR DOUGLAS FIR WESTERN RED CEDAR SI-lORE FINE SIZE S'-IIZ" 6'-1' 6'-1' 2' CAL. 2' CAL 2' CAL 2' CAL. 2' CAL 6'-1' (b'_1' 1&'_1' 101 -1' REMARKS 646,3 STEM 646 646 646 646 646 646 646 646 646 B46 646 - I LOT C1 I , ! I . I - RE1'AIL 9,O()() SF I GRAPI-IIC SYMBOL BOTANICAL NAME COMMON NAME ORNAM!;;NT AI. FI.OUERING TIS!;;!;;S i\\ PRUNUS SERRULATA ~MT. FUJI' 'I(Y PYRUS CALLERY ANA \~I-IANTICLEER' 3' -4' SCIS!;;!;;N 51-1RL165 \ f,//7/7/:~ EUONYMUS FORTUNEI 'EMI5RALD GAIETY' r/:.;>;>// ILEX CRENATA CONVEXA\ -~~ NAND INA DOMESTICA 'COMf'ACTA' PIERIS JAPONICA 'FLAME' \ FINUS MUGI-lO PUMILLO \ vl6URNUM DAvlDl1 \ ~'-6' SCIS!;;!;;N SI-lRY6S 177"/' /77c/'7l 6ERBERIS TI-lUN6ERGil 'ATROPURFUReA' r/ /// .1 V~LL~X;;J ~~~;:~r;,;::~~~EYII EUONYMUS ALATAS 'COMFACTA' PRUNUS LAUROCERASUS 'OTTO LUYKeN' viBURNUM TINUS 'SFRING 60UQUET' MT. FUJI FLOWERING CI-IERRY CI-lANTICLEER PEAR EMERALD GAIETY EUONYMU5 CONVEX LEAF I-IOLL Y COMPACT I-lEAVENLY 6AM600 FLAME PIERIS DWARF MUGI-lO PINE DAviD vl6URNUM PURPLE LEAF 6ARBERRY JAFANESE FRIVET PARNEY COTONEASTER DWARF WINGED EUONYMUS OTTO LUYKeN LAUREL SPRING 60UQUET vl6URNUM '" I SIZE 2' CAL. 2' CAL ~ GAL ~ GAL ~ GAL ~ GAL I~"-IS' ~ GAL ~ GAL ~ GAL ~ GAL ~ GAL ~ GAL ~ GAL II 3850 Monte Villa Par.Jnray Bothell, I"aahington I18OZJ-8972 REMAF<KS CAl" CAN CAN CAl" 64£3 CAl" CAl" CAN CAl" CAl" CAl" CAl" I"~~~'=" =~~, ~= == I I I I ' ! I I I I I /-1-r i , I I i I / " ";--i_ ,,_~II~ I, Ii (425)9ru-4800 (425)96J-4808 Fax rhpacHic.com I ~-TREE l"II<AP FROM GI<OUND TO FII"!ST BRANCH --(':2):2><2 S4S DF' 8 FOOT STAKES DO NOT PENETRA.TE ROOT BALL ~-WITH STAKES. DRIVE 3 FEET MIN. I+---I''''-H----TREE TIES REMOVE BURLAP AND 'fY.{INE FROM TOP 1/3 OF BALL AFTER STAKING. ~MOVE ALL TWiNe AIWlJND BASE OF TREE TRUNK TO THE FIRST BRANCH. PLACE ROOT BALL AT TOP OF M.JLGH LAYER. : I A BARK M.JL.CH KAlTER BASIN 0 ( \ \ \ \ I APPROX. 24 INCH PIA. AND :2 INCH DEPTH II IN ALL PLANTING ANC> LAl"IN AREAS, tnCL'm'_C -l5feT-SOIL MIX BACKFILL I-#±I~"ti-SCARIFY Joot.6.LL5 AND aorrOM OF 'i I ' I ! PLANTING PIT. il'. I. 'I .. J ) /' IFO!FO!IGlATION NOT e r;!J'm'J.!mLllm,!· ~mL!)=lUTI II I 'i I "TI~~mi:;:;mi;i'Ni'imii~mi! 'I I I II· ., , ",I~"lc tl'-'-"'u 2XDIAOF L -ROOT CALL--~ . TREE PLANTING DETAIL NTS TI-IE IRRIGATION SYSTEM WILL 6E A FULLY AUTOMATIC UNDERGROUND SYSTEM, 6ACKFLOW FREVENTION DEviCES WILL 6E INSTALLED TO MEET AFFLICA6LE CODES. TI-IE IRRIGATION SYSTEM WILL 6E DESIGNED AND CONSTRUCTED TO 6E AS EFFICIENT IN Ti'::RMS OF WATER USAGE AS FOSSI6LE. WATER CONSERViNG UNDERGROUND DRIF IRRIGATION ZONES WILli 6E USED WI-IERE FRACTICAL A COMFLETE IRRIGATION FLAN, RELATED DETAILS, AND SFECIFICATIONS WILL 6E PREFARED 6Y W41-1 FACIFIC LANDSCAFE ARCI-IITECTS. GRAPI-IIC SYM60L BOTANICAL NAr1E ORNAM!;;NT AL SI-IRLl6S AZALEA vARIETIES RI-lODODENDRON 'JEAN MARIE' RI-lODODENDRON 'UNIQUE' RI-lODODENDRON 'PJM' ESCALLONIA 'APPLE 61-0SS0M ERICA CARNEA SKIMMIA JAFONICA GROUN!;2COVER SI-lRLI6· COTONEASTER DAMMERI viNCA MINOR f~::::,~~~E;:l FINE SEEDED LAWN AR(=A ,_~..:~ ,.o~: ....... ___ ••. :1 COMMON NAME AZALEA RI-lODODENDRON RI-lODODENDRON RI-IODODENDRON ESCALLONIA I-lEA TI-lER JAPANESE SKIMMIA COTONEASTER PERWINKLE SIZE 2 GAL. IS'-2I' IS'-2I' IS'-2I' ~GAL 2 GAL. ~GAL 1 GAL. I GAL. REMARKS CAN 646 646 646 CAN CAN CAN PLANT 31Z" OC FLANT 31Z" OC l{) ~ 2: ~ <: ~ I<) 0 >c >c OJ OJ 0 0 0 ts; '" Lu a 0 '" 0 Q: f- Lu Q a :r: Q -J 0 « Q CI) CI) Q Q ~ ~ >c (lJ >c e.: 0 OJ is Lu <: ~ Lw '-' f--Uj « CI) Lu Q: « 0 a -J en C.! <::';1 Co lilJ ~ "'" :";'<a. -" w >-() « W :::!!: 0: STAlE OF WASHINGTON REGISTERED LANDSCAPE ARCHllECT PRELIMINARY TriOiiAS Eo JONES CERl1FlCAlE NO. 312 Q' & '" ,0 '" 0 <: a Uj :; Lu Q: ~ :t' ).. OJ ~ « 0 SHEET L 1.0 ~L-________________ -2 __________________ -L __________________ ~ __________________ L-________________ ~3~ ________________ jL __________________ ~4~ ________________ _L __________________ ~ __________________ L_ ________________ -1~ ________________ _L __ • ________________ j7~ ________________ _L ________________ ~~::::::::::::::::::~J Office: SEA TTLE I Svstem: WHP-SEA-30BB631 04/15/2005 10: 01: 56 l> OJ () t·?------------ ---.,---------~=---------------------'O-~~-~ '" G< =--- _ .. -----:;;: 1 , I I us'---- ____ -!l-II JLII-"------" I I .1 ~» / ----::.JR J1 . -'"~ Fl~ o .. ---.,..- -1 n ~ --~ ~~ '" .~. 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" I "'-.., I '~"--J ---"-...... ~./ ($ --"------- RVA LAND LLC. I I I I I I I I I I I RENTON VILLAGE EXPANSION TOPOGRAPHY MAP PROJECT NO. WASHINGTON ORA WING FILE NAME: 32272-rn tn vilig-ex01 '-. '-.. /_. ---===""-............ '" ~ ~ IBM NO.3 'R7~ __ _ --- .... "-.....--- Will PACIFIC 3350 Monte Villa Parkway Bothell, Washington 98021-8972 (426)961-4800 (425)951-4808 whpacific.com Planners • Engineers • Surveyors • Landscape Architects