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HomeMy WebLinkAboutMisc 2PACIFIC ENGINEERING DESIGN, LLC Civil Engiree•ilPia•ining Consultants LEVEL 1 DOWNSTREAM ANALYSIS MCCORMICK PLAT RENTON, WASHINGTON i445 53rd Ave S, Suite 100 Seattle, WA 98188 206.431.7970 ph 206.388.1648 fax Level 1 Downstream Analysis Of McCormick Plat Prepared For: Mr. Robert McCormick 161 Mapleway Road Selah, WA 98942 Phone: (509) 945-2219 Fax: (509) 248-6161 Prepared By: Pacific Engineering Design, LLC 15445 53rd Avenue S., Suite 100 Seattle, WA 98188 Phone: (206) 431-7970 Fax: (206) 388-1648 EXPIRES; 02/1 E/2000 September 2, 2008 PED Job No. 07093 TABLE OF CONTENTS TASK l STUDY AREA DEFINITION AND MAPS EXHIBIT A Vicinity Map EXHIBIT B Downstream Drainage Map TASK 2 RESOURCE REVIEW EXHIBIT C FEMA Map EXHIBIT D Sensitive Areas Folios EXHIBIT E SCS Soils Map EXHIBIT F Assessor's Map EXHIBIT G Wetland Inventory Map TASK 3 FIELD INSPECTION TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS TASK 1 STUDY AREA DEFINITION AND MAPS GENERAL INFORMATION This Level I Drainage Analysis was prepared in accordance with the 2005 King County Surface Water Design Manual. The proposed project is located in the portion of the East half of the Southeast quarter of Section 23, Township 23 North, Range 5 East and in the portion of the west half of Southwest quarter of Section 24, ToN reship 23 North, Range 5 East, Willamette Meridian, King County, Washington. The site is located in the jurisdiction of King County. The site is located in the Cedar River drainage basin. The majority of the developable site is located in R-12 zone. The south portion of the site is located in RA-5 zone. The parcel number of the site is 2323059029. Total area of the site is 11.59 acres. The site is bordered to the north by SE Renton Maple Valley Road (SR-169), to the west by Plat of Valley Faire (single family residents division) and to the south and east by undeveloped forest areas. The site is currently used as a mobile home park. There were approximately 45 existing mobile homes and 1 duplex on the site. The existing structures will be removed to make way for the proposed development. There is an unnamed stream (0313) that starts at McGarvey Park Open Space south of the site. Upstream of this stream, there is a water quality pond for division 5 and 6 of Woodside at McGarvey Park. The 36" outfall and primary overflow structure of the pond drains to the Summerfield Creek and a 30" HDPE overflow pipe that runs parallel with the Surnmezfield Creek. The pond has a secondary emergency overflow weir that overflows to stream (0313). This stream (0313) runs northerly through the middle of the south portion of the site (stream bottom approximately 2 to 4' wide, slope approximately 13%) and then turns westerly and runs along the south boundary of the site (approximately 320' of the stream is lined with 18" CPEP cut in half, another 40' of the stream is lined with 12" CPEP cut in half) until near the west boundary of the site and then turns northerly and runs along the west boundary of the site until it reach the road side ditch along the south side of SR-169. There is a wetland located at the southwest corner of the site. The stream and wetland are considered as Type N aquatic area (verify from Wetland report). A 65 foot buffer is required from the ordinary high water mark of the stream and wetland. In addition, a 15-foot building setback is required from the perimeter of the homes. There is a wetland located offsite near the northwest corner of the proposed development; a 50' buffer is proposed. The wetland buffer encroaches onto the proposed development. Under existing condition, there is a 20' to 24' wide asphalt driveway that loops around the site. At the southeast corner of the Ioop; there is another 20' to 24' wide asphalt driveway that extends approximately 140' to the south to a gravel parking area. The gravel parking area is approximately 275' long by 65' wide. The gravel parking area tappers to approximately 20' wide at the south end. At the entrance to SR-169, the driveway is approximately 120' wide, it tappers to approximately 35' wide at the northwest corner of the driveway loop. There is a 20' wide gravel driveway starts near the entrance and leads to the mobile homes near the northeast corner of the site. The gravel driveway slopes to the west at approximately 3%. The site slopes from southeast to northwest, longitudinal slope along the asphalt driveways are approximately 6 to 10%. Other than the stream that runs along the south and west boundaries of the site, the drainage ditch that runs along the south side of SR-169 and the 12" culverts and a catch basin at the SR-169 entrance, there are nearly no other storm drainage structures onsite. Offsite upstream runoffs from the west and south are intercepted by the stream. Offsite upstream runoff from the east and onsite runoff east of the asphalt driveways sheet flows to the driveways and then drains to the catch basin at the SR-169 entrance. Onsite runoffs north of the north driveway and offsite upstream runoff from the north sheet flows to the SR-169 south ditch. Onsite runoff west of the driveways sheet flows to the undeveloped pasture area and drains to the ditch along the south side of SR-169. There are some onsite retaining walls for the grading of the existing mobile home park. Some of these walls are in poor condition due to poor drainage conditions behind the walls. There are existing sewer lines servicing this site. The sewer lines are basically following the driveway loop, they drain to the sewer main for the Plat of Valley Faire through a sewer easement. There is a 10" ductile iron water stub extended to the site from the Plat of Valley Faire. The water stub is approximately 8.2' away from the sewer main. The site and its adjacent area are mapped as containing Alderwood gravelly sandy loam, 25 to 70 percent slopes (AkF) in the south portion of the site, Mixed Alluvial Land (Ma) near the stream and Puyallup fine sandy Loam (Py) in the north portion of the site in the Soil Survey of King County, Washington. The proposed development will be comprised of 36 single-family residence lots, one stormwater detention/water quality treatment tract, and associated paved roadways. The proposed development will have one access to SR-169 at the existing entrance. In order to mitigate existing and potential drainage problems, the proposed development will include a combined detention/wet pond together with a StormFilter vault designed to provide Level 2 detention and enhanced basic water quality treatment. The storm facility will be designed following the 2005 King County Surface Water Design Manual. The proposed development will not create negative effect to the downstream drainage system. I` 3 M ;ram VICINITY MAP DELL PA Uhlft :z uDIdC rj f dI--- `' b.; SITE r -LEY F SEDlMENTAncN—/ ! = POND p, l 7!/o +� \ ndR BBM €xLL. eeeem �+ VALLEY FAIRS i!rl Ld ` AI.I.S t- MVW O1IFP \A3 VALLEY FAIRS II ✓�,"A1 A ` )- .... ' f D1eiENi H PONES u „ , SECONDAR°! J 1 � OIJfL'T iy'� i -"'n.��-•��„�, 'l _"-- __. _ ` � = � - it .r A_ -� _ CCORMICK PLAT:._.._b — OUTTA l �o UPSTREAMAND DOWNSTREAM � ; ��. eEiJl i7bA1�POND DRAINAGE MAP—�° 0.7ALL L x PNFAM BY PACIFIC ENGINEERING DESIGN LI.C. CIVIL ENGINEERING AND PLANNING CONSULTANTS 9544�EWA. 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El o & ' '" � � * u i f ,Y �>" � j 1 i �!� .� M1�iy. • 'ram - •) '''r92 Y' �r J.• '' r' ': - _ _-Y Boo �`f' '!•,"r'`/.' `fir ----------- ',1,+,•,.;1,''r��Ytl1''ai1l,l;i'�p�j' �g�Cg It t s,II1�11i1 i'I`I`,5 ;ii1, 151,�1: ,•i 1•' '�-7)� �y fit � O N O 4'1'I '' 1' `'1 •:5 y,jjllllll`'. •, �'. l'� gel off 'i I lit li` $ � Y 1 iy I •I:;r;'; :!fir'; r�,!:';��I%;; � ,f J �%r; %r. ::'fir%•%'n % ,%�i�i ''J'r�11i'?rrlrr% '`� ray m a a 1— .P W s TASK 2 RESOURCE REVIEW The site is located in the Cedar River drainage basin. Cedar River is classified as Major receiving water in the King County Surface Water Design Manual. The river is located within 0.25 mile from the site. According to the FEMA Flood Insurance Rate Map, the edge of the 100 year flood plain of the Cedar River reaches approximately 50' to 100' from the north edge of the trail along the north side of SR-169. Under normal condition, the river surface is approximately 15' below the surface of SR-169. At 100 year flood water level may reach approximately 5' below the surface of SR-169. 100 year flooding level at the outlet of the 36" CMP culvert is approximately 117', the outlet invert of the 36" CMP culvert is at elevation 117.27' and the inlet elevation of the culvert is at 117.02'. Thus, the 100 year flood plain of Cedar River does not backup to the south side of SR-169. The reversed slope at the culvert has cause sediment problem in its inlet and has reduced the capacity of the culvert due to the sediment problem.. The stream along the south and west boundaries of the site and its associated wetland are considered as Type N aquatic area (verify from Wetland report). A 65 foot buffer is required from the ordinary high water mark of the stream and wetland. In addition, a 15- foot building setback is required from the perimeter of the homes. There is a wetland located offsite near the northwest corner of the proposed development; a 50' buffer is proposed. The wetland buffer encroaches onto the proposed development. The north portion of the site is located in Seismic Hazard area. The whole site is located in Land slide Hazard and Erosion Hazard area in the King County Sensitive area Map. Since the site has been developed as a mobile home park (mainly in the R-12 zone area), grading in the R-12 zone area is not restricted. No grading will be done in the RA-5 zone area. The Cedar River and the SR-165 road side ditches along the frontage of the site are mapped as Chinook distribution area in the King County Sensitive area Map. The site is located in the Conservation Flow Control area and Basic water quality treatment area. Due to sensitive areas in the site, the actual developed density of the site is approximately 6 lots per acre which is less than S lots per acre, thus, only basic water duality treatment is required. Reference: Final, Corrected Technical Information Report for Woodside at McGarvey Park Division 5 Roadway and Drainage Improvements, Renton, King County by Otak, Inc. dated July, 2003. Final, Corrected Technical Information Report for Woodside at McGarvey Park Division 6 Roadway and Drainage Improvements, Renton, King County by Otak, Inc. dated September, 2004. ' As -built drawings for Suinmerfield Phase Ii Plat of Valle Faire I, 1615t Ave. SE. at � i Y Maple Valley Highway). ' As -built drawings for Summerfield Ravine Stabilization 169th & 1615t Avenue SE . g � ) ' As -built drawings for Woodside at MaGarvey Park Division 5 Roadway and Drainage Improvements. u 11 11 m m m m m m m m m m m m m m m m m m m 1 1lilHli �:�E�I:I_ r 160Tll ANENt1E R�r. SE se less o - IA1 count zaNe ,A — ,ZONE % ZONE X ZONE x IN 44ENUE KING COUNTY UNINCORPORATED AREAS � 530071 * NOTE: MAP AREA SHOWN ON THIS PANEL 15 ` LOCATED WITHIN TOWNSHIP 23 NORTH, RANGE ` 5 EAST AND TOWNSHIP 23 NORTH, RANGE 6 EAST. $E 1667H 57PEET EXN191T"GAA Tr=m,PIA f APPROXIi,MATE SCAU IN FEFT s[K) u yoo NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP KING COUNTY, WASHINGTON AND INCORPORATED AREAS PA14EL 1003 OF 1725 —.E rim✓ IN l)- I'nl -5 r.i:)T P� NFF. ca�ualN� �Cd',a�l+�r �,i�n18Eu =:nrnt s!+Ht: �nnCOR^�flclEc .4pu c3wrl Iwo ' MAP NUMBER f 53033C1003 FMAP I EVISED: 16,1995 MAY Federal Emergency Managcaiem Agency c.py oie portion dl-�a al»w Marancatl Aood map. 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' :rgs•( r� r_ i ,� /�a� ��''—��-'.I' _ YI t' ■ I ;II I I ,F : l �.1 EV u c r'<bl to l -1 - _ { :.�,� a f 1j�•, - PlA m Q LL r / Eo�Lsm Ir J: jr t< r ry ro� Ms—s go ° W c S - �l I �! k17- L L! 71 I I , f I { V / a : 1 s �.;... ,r. .i. ,,_,ic..—'fi?l '.�. �'-:---\--=�:1 h ''1 `I.. i` "J�'/ r•r- _ �J-r i, ,.•: �, '.MIR. 44 11 ,..-1 �, � �� i � I I� � � ^r��- �1i '- � �- �`f<� �'� y� qq T } `� r• r . i� —Fd -�.. WT,'. -r r,�� p.. k I .49 - —I I Yee - 1 TT , I r. p) it ti 1 y _ r m I 1 'c 0art Jw LIA N IT I I m U. S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE 122°07'30" 47'30' 5 cALZ- ,1 "=1000' 27'30" sm W sc5 WL__� MAP ESi;RZP'fiUNS OF THE SOILS This section describes the soil series and map- ping units in the King County Area. Each soil series is described and then each mapping unit in that series. Unless it is specifically mentiored otherwise, it is to be assumed that what is staked about the soil series holds true for the mapping units in that series. Thus, to get full information about any one mapping unit, it is necessary to read both the description of the mapping unit and the description of the soil series to which it belongs. An important part of the description of each soil series is the soil profile, that is, the sequence of layers from the surface downward to rock or other underlying material. Each s ries contains two descriptions of this profile. The first is brief and in terms familiar to the layman. The second, detailed and in technical terms, is for scientists, engineers, and others who need to make thorough and precise studies of soils. Unless it is otherwise stated, the colors given in the descriptions are those of a moist soil. As mentioned in the section "How This Survey Was Made," not all mapping units are members of a soil series. Urban land, for example, does not belong to a soil series, but nevertheless, is listed in alphabetic order along with the soil series. Following the name of each mapping unit is a symbol in parentheses. This symbol identifies tl,.e mapping unit on the detailed soil map. Listed at the end of each description of a mapping unit is the capability unit and woodland group in which the mapping unit has been placed. The woodland desig- nation and the page for the description of each capability unit can be found by referring to the "Guide to Mapping Units" at the back of this survey. The acreage and proportionate extent of each mapping unit are shown in table 1. Many of the terms used in describing soils can be found in the Glossary at the end of this survey, and more de- tailed information about the terminology and methods of soil mapping can be obtained from the Soil Survey Manual (19). Alderwood Series The Alderwood series is made up of moderatelv well drained soils that have a weakly consolidated to strongly consolidated substratum at a death or 24 to 40 inches. These soils are on uplands. They formed under conifers, in glacial deposits. Slopes are D to 70 percent. Theannual precipitation is 35 to 60 inches, most of which is rainfall,. between October and May. The mean annual air tem erasure is about 500 F. The frost -free season is 130 to 200 days. Elevation ranges from 100 to 800 feet. In a representative profile, the surface layer and subsoil are very dark brown, dark -brown, and grayish -brown gravelly sandy loam about 27 inches thick. The substratum is grayish -brown, weakly consolidated to strongly consolidated glacial till that extends to a depth of 60 inches and more, Alderwood soils are used for timber, pasture, berries, row crops, and urban development. They are the most extensive soils in the survey area. Alderwood gravelly sandy..Io.3m, 6 to 15 percent slopes (AgC).--This soil is rolling. Areas are irregular in shape and range from 10 to about 600 acres in size. Representative profile of Alderwood gravelly sandy loam, 6 to 13 percent slopes, in woodland, 450 feet east and 1,300 feet south of the north quarter corner of sec. 15, T. 24 N., R. 6 E.: AI--O to 2 inches, very dark brown (10YR 2/2) gravelly sandy loam, dark grayish brown (10YR 4/2) dry; weak, fine, granular struc- ture; slightly hard, friable, nonsticky, nonplastic; many roots; strongly acid; abrupt, wavy boundary. 1 to 3 inches thick. 32--2 to 12 inches, dark -brown (10YR 4/3) gravelly sandy loam, brown (10YR 513) dry; moderate, medium, subangular blocky structure; slightly hard, friable, nonsticky, nonplastic; many roots; strongly acid; clear, wavy boundary. 9 to 14 inches thick. B3- 12 to 27 inches, grayish -brawn (2.5Y 5/2) gravelly sandy loam, light gray (2.5Y 7/2) dry; many, medium, distinct mottles of light olive brown (2.5Y 5/6); hard, friable, non - sticky, nonplastic; many roots; medium acid; abrupt, wavy boundary. 12 to 23 inches thick. ITC--27 to 60 inches, grayish -brown (2.5Y 5/2), weakly to strongly consolidated till, light gray (2.SY 7/2) dry; common, medium, distinct mottles of light olive brown and yellowish brown (2.SY 5/6 and 10YR 5/6); massive; no roots; medium acid. Many feet thick. The A horizon ranges from very dark brown to dark brown. The B horizon is dark brown, grayish brown, and dark yellowish brown. The consolidated C horizon, at a depth of 24 to 40 inches, is mostly grayish brown mottled with yellowish brown. Some layers in the C horizon slake in water. In a few areas, there is a thin, gray or grayish -brown A2 horizon. In most areas, this horizon has been destroyed through logging operations. Soils included with this soil in mapping make up no more than 30 percent of the total acreage. Some areas are up to 3 percent the poorly drained Norma, Bellingham, Seattle, Tukwila, and Shalcar soils; some are up to 5 percent the very gravelly Everett and Neiiton soils; and some are up to 15 percent Alderwood soils that have slopes more gentle or steeper than 6 to 15 percent. Some areas in New- castle Hills are 25 percent Beausite soils, same northeast of Duvall are as much as 25 percent Ovail soils, and some in the vicinity of Dash Point are 10 percent Indianola and Kitsap soils. Also included are small areas of Alderwood soils that have a gravelly loam surface layer and subsoil. W Permeability is moderately rapid in the surf ac? layer and subsoil and very slow in the substratum, Roots penetrate easily to the consolidated substra- tum where they tend to mat on the surface. Sane roots enter the substratum through cracks. !'pater moves on top of the substratum in winter. Available water capacity is low. Runoff is slow to mediun, and the hazard of erosion is moderate. This soil is used for timber, pasture, berries, and row crops, and for urban development. Capability unit IVe-2; woodland group 3dl. Alderwood gravelly sandy loam, 0 to 6 percent slopes CAgB).--This soil is nearly level and undulating. It is similar to Alderwood gravelly sandy loam, 6 to 15 percent slopes, but :in places its surface layer is 2 to 3 inches thicker. Areas are irregular in shape and range from 10 acres to slightly more than 600 acres in size. Some areas are as much as 15 percent included Norma, Bellingham, Tukwila, and Shalear soils, all of which are poorly drained; and some areas in the vicinity of Enumclaw are as much as 10 percent Buckley soils. Runoff is slow, and the erosion hazard is slight. This Alderwood soil is used for timber, pasture, berries, and row crops, and for urban development. Capability unit lVe-2; woodland group 3d2. Alderwood gravelly sandy loam, 15 to 30 percent slopes (AgD).--Depth to the substratum in this soil varies within short distances, but is comnonly about 40 inches. Areas are elongated and mange from 7 to about 250 acres in size. Soils included with this soil in mapping ;rake up no more than 30 percent of the total acreage. Some areas are up to 25 percent Everett soils that have slopes of 15 to 30 percent, and some areas are up to 2 percent Bellingham, Norma, and Seattle soils, which are in depressions. Some areas, especially on Squak Mountain, in Newcastle Hills, and north of Tiger Mountain, are 25 percent Beausite and Ovall soils. Beausite soils are underlain by sandstone, and Ovall soils by andesite. Runoff is medium, and the erosion hazard is severe. The slippage potential is moderate. This Alderwood soil is used mostly for timber. Some areas on the lower parts of slopes are used for pasture. Capability unit Vie-2; woodland rirou7 3d1. Alderwood and Kitsap soils, very steep This mapping unit is about SO percent Alderwood gravelly sandy loam and 2S percent Kitsap silt loam. Slopes are 25 to 70 percent. Distribution of the soils varies greatly within short distances. About 15 percent of some mapped areas is an included, unnamed, very deep, moderately coa_se textured soil; and about 10 percent of some areas is a very deep, coarse -textured Indianola 3041. Drainage and permeability vary. Runoff is _apid to very rapid, and the erosion hazard is sovore to very severe. The slippage potential is se%,ere. These soils are used for timber. Capability unit VIIe-l; woodland group 2dl. Arents, Alderwood Material Arents, Alderwood material consists of Alderwood soils that have been so disturbed through urban- ization that they no longer can be classified with the Alderwood series. These soils, however, have many similar features. The upper part of the soil, to a depth of 20 to 40 inches, is brown to dark - brown gravelly sandy loam. Below this is a grayish - brown, consolidated and impervious substratum. Slopes generally range from 0 to 15 percent. These soils are used for urban development. Arents, Alderwood material, 0 to 6 percent slopes (AmB).---In many areas this soil is level, as a result of shaping during construction for urban facilities. Areas are rectangular in shape and range from 5 acres to about 400 acres in size. Representative profile of Arents, Alderwood material, 0 to 6 percent slopes, in an urban area, 1,300 feet west and 350 feet south of the northeast corner of sec. 23, T. 25 N., R. 5 E.: 0 to 26 inches, dark -brown (10YR 4/3) gravelly sandy loam, pale brown (10YR 6/3) dry; massive; slightly hard, very friable, non - sticky, nonelastic; many roots; medium acid; abrupt, smooth boundary. 23 to 29 inches thick. 26 to 60 inches, grayish -brown (2.5Y 5/2) weakly consolidated to strongly consolidated glacial till, light brownish gray (2.SY 6/2) dry; common, medium, prominent mottles of yellowish brown (10YR 5/6) moist; massive; no roots; medium acid. Many feet thick. The upper, very friable part of the soil extends to a depth of 20 to 40 inches and ranges from dark grayish brown to dark yellowish brown. Some areas are up to 30 percent included soils that are similar to this soil material, but either shallower or deeper over the compact substratum; and some areas are 5 to 10 percent very gravelly Everett soils and sandy Indianola soils. This Arents, Alderwood soil is moderately well drained. Permeability in the upper, disturbed soil material is moderately rapid to moderately slow, depending on its compaction during construction. The substratum is very slowly permeable. Roots penetrate to and tend to mat on the surface of the consolidated substratum. Some roots enter the substratum through cracks. Water moves on top of the substratum in winter. Available water capacity is low. Runoff is slow, and the erosion hazard is slight. This soil is used for urban development. Ca- pability unit IVe-2; woodland group 3d2. Arents, Alderwood material, 6 to 15 percent slopes CAmC).--This soil has convex slopes. areas are rectangular in shape and range from 10 acres to about 4SO acres in size. l D EY RI i T "E " SAS .SoiL, it(P W Kitsap silt loam, 8 to 15 percent slopes L'KpC).-- Areas of this soil are commonly less than 50 ac;-oes in size. Some areas are up to 10 percent inciuded Alder - wood gravelly sandy loam; some are up to S percent the very deep, sandy Indianola soils; and some are up to 5 percent the poorly drained Bellingham, Tukwila, and Seattle soils. Runoff is medium, and the erosion hazard is mod- erate to severe. The slippage potential is moderate (pl. 1I, top and bottom). This Kitsap soil is used for timber and pasture. Capability unit IVe-1; woodland group 2d2. Kitsap silt loam, 15 to 30 percent slopes (KpD).-- This moderately steep soil is similar to Kitsap silt loam, 2 to 8 percent slopes, but the platy substratum generally is at a depth of about 40 inches, Soils included with this soil in mapping make up no more than 30 percent of the total acreage. Some areas are up to 15 percent Alderwood gravelly sandy loam; some are up to 15 percent the very seep, sandy Indianola soils; and some are up to 2 percent the poorly drained Bellingham, Seattle, and Tukwila soils. Runoff is rapid, and the erosion hazard is severe. Slippage potential is severe. This soil is used for timber and pasture. Capabil- ity unit Vle-2; woodland group 2dl. Klaus Series The Klaus series is made up of somewhat excessive- ly drained soils that formed under conifers, in very gravelly glacial outwash. These soils are on ter- races in the vicinity of North Bend. Slopes are 6 to 15 percent. Annual precipitation is about 30 inches, and the mean annual air temperature is or 490 F. The frost -free season is about 150 days. Elevation ranges from 500 to 600 feet. In a representative profile, the surface layer is gray loamy sand about 1 1/2 inches thic]<, The sub- soil is dark reddish -brown and dark -brown gravelly loamy sand and very gravelly loamy sand about 24 inches thick. The substratum is dark grayish -brown and olive -brown very gravelly sand that extends 7o a depth of 60 inches or more. Klaus soils are used for timber and pasture. Klaus gravelly loamy sand, 6 to 15 percent slopes (KsC).--This soil is strongly sloping or rollinry and is mostly convex. Areas are irregular in shape and range from 10 acres to about 50 acres in size. Representative profile of Klaus gravelly loamy sand, 6 to 15 percent slopes, in forest, 30C feet east and 1,000 feet north of the southwest corner of sec. 7, T. 23 N., R. 9 E.: 02--I/2 inch to 0, black (A 2/1)) decomposed leaf litter; massive. A2--0 to 1 1/2 inches, gray (10YR 5/1) loamy sand, light gray (10YR 6/1) dry; massive; soft, very friable, nonsticky, nonplastic; many loots; Is extremely acid; abrupt, irregular boundaa­f. C to 2 1/2 inches thick. 521hir--I 1/2 to 3 inches, dark reddish -brown (2.5YR 2/3 and 3/4) gravelly loamy sand, dark brown (7.5YR 4/4) dry; massive; soft, very friable, nonsticky, nonplastic; many roots; extremely acid; abrupt, irregular boundary. 0 to 6 inches thick. B22ir--3 to 13 inches, dark reddish -brown (5YR 3/4) very gravelly loamy sand, brown (7.5YR 5/4) dry; massive; soft, very friable, nonsticky, nonplastic; many roots; very strongly acid; gradual, irregular boundary. 5 to I5 inches thick. B3--13 to 25 inches, dark -brown (7.5YR 4/4) very gravelly loamy sand, brown (10YR 5/3) dry; massive; soft, very friable, nonsticky, non - plastic; common roots; strongly acid; abrupt, wavy boundary. 5 to 15 inches thick. C--25 to 60 inches, dark grayish -brown (2.5Y 4/2) and olive -brown (2.5Y 4/4) very gravelly sand, light brownish gray (2.5Y 6/2) dry; single grain; loose, nonsticky, nonplastic; few roots; medium acid. In many places the thin, gray A2 horizon has been destroyed by logging operations. The upper part of the B horizon ranges from dark gray to dark reddish brown. The lower part of the B horizon ranges from dark brown or very dark brown to dark yellowish brown and olive brown. Depth to the very cobbly or very gravelly sand C horizon is 18 to 36 inches. Some areas are as much as 6 percent included Norma and Seattle soils, which are in depressions. Permeability is rapid to very rapid. The effec- tive rooting depth is 60 inches or more. Available water capacity is low. Runoff is slow, and the erosion hazard is slight. This soil is used for timber and pasture. Capabil- ity unit VIs-1; woodland group 3fl. Mixed Alluvial Land Mixed alluvial land (Ala) consists of a variety of alluvial soils in areas that are too small and too closely associated to map separately at the scale used. Texture ranges from sand and gravelly sand to silty clay loam. This land is well drained to very poorly drained. Slopes are commonly 2 percent and less. The hazard of stream overflow is severe. Mixed alluvial land is used mostly for timber and pasture. Capability unit VIw-2; woodland group 2ol, Neilton Series The Neilton series is made up of excessively drained soils, These undulating and rolling soils formed under conifers, on terraces, in stratified, very gravelly glacial outwash deposits. Slopes are 2 to 15 percent. The annual precipitation is 35 to 55 inches, and the mean annual temperature is about are 0 to 1 percent. The annual precipitation is 35 to 55 inches, and the mean annual air temperature is about 500 F. The frost -free season is abcut 140 days. Elevations range from 10 to 650 feet. In a representative profile, the soil is domi- nantly mottled dark grayish -brown and grayish -brown silty clay loam to a depth of about 45 inches. The substratum is gray silty clay that extends to a depth of 60 inches or more. Puget soils are used for row crops and pasture. Puget silty clay loam (Pu).--Puget soils are in nearly round or elongated tracts that range from 3 to 110 acres in size. Slopes are less than i per- cent. Representative profile of Puget silty clay loam, in pasture, 800 feet east of the west quarter corner of sec. 21, T. 25 N., R. 7 E.: All--O to I inch, very dark grayish -brown i2',5Y 3/2) silt loam, grayish brown (10YR 5/2) dry; mod- erate, thin, platy structure; hard, firm, slightly sticky, slightly plastic, many roots; medium acid; abrupt, smooth boundary. 1 to 2 inches thick. Al2--1 to 7 inches, dark grayish -brown (2.5Y 4/2) silty clay loam, light gray (5Y 7/2) dry; common, fine, prominent, dark -brown (7.5YR 4/4) mottles; moderate, very coarse, prismatic structure; hard, firm, sticky, plastic; many roots; medium acid; clear, smooth boundary. 5 to 7 inches thick. B21g--7 to 17 inches, dark grayish -brown (2.5Y 4/2) silty clay loam, light gray (2.5Y 7/2) dry; common, medium, prominent, strong -brown (7.5YR 5/6, 5/8) mottles; moderate, medium, prismatic structure; hard, firm, sticky, plastic; many roots; slightly acid; clear, smooth boundary. 5 to 12 inches thick. B22g--17 to 25 inches, grayish -brawn (2.5Y 5/2) silty clay loam, light olive gray (5Y 6/2) dry; many, medium, prominent, yellowish -red (5YR 5/8, 4/8) mottles; strong, very coarse, pris- matic structure; very hard, firm, sticky, plastic; common roots; slightly acid; abrupt, smooth boundary. 6 to 12 inches thick. B23g--25 to 26 1/2 inches, dark -gray (5Y 4/1) medium sand, light grayish brown (2.5Y 6/2) dry; few, medium, prominent, yellowish -red (5YR 5/8} mottles; single grain; loose, nonsticky, non - plastic; few roots; slightly acid; abrupt, smooth boundary. 1 to 2 inches thick. B24g--26 1/2 to 31 inches, grayish -brown (2.5Y 5/2) silty clay loam, light gray (5Y 7/2) dry; many, medium, prominent, yellowish -brown (10YR 3/6) mottles; moderate, medium, angular blocky structure; hard, firm, sticky, plastic; few roots; medium acid; abrupt, wavy boundary, 3 to 6 inches thick. B25g--31 to 40 inches, grayish -brown (2.5Y 5/2) silty clay loam, light gray (5Y 7/1) JT-y; com- mon, fine, prominent, yellow, brosvr_ish-yellow (10YR 7/6, 6/6)., and strong -brown (7,5YR 3/8) 24 mottles; strong, very coarse, prismatic struc- ture; hard, firm, sticky, plastic; few roots; medium acid; clear, smooth boundary. 8 to 10 inches thick. Clg--40 to 45 inches, greenish -gray (5GY 5/1) silty clay loam, light gray (5Y 7/1) dry; common, fine, prominent, strong -brown (7.5YR 5/6) mottles; massive, hard, firm, sticky, plastic, medium acid; clear, smooth boundary. 4 to 6 inches thick. C2g--45 to 60 inches, gray (5Y 5/1) silty clay, light gray (5Y 7/1) dry; few, medium, promi- nent, yellowish -red (5YR 4/8, 5/8) mottles, yellowish brown (10YR 5/8) dry; and common, medium, distinct, light olive -brown (2.5Y 5/4) mottles, light yellowish brown (2.5Y 6/4) dry; massive; very hard, firm, sticky, plastic; medium acid. The A horizon ranges from silty clay loam to silt loam. The B horizon is dominantly silty clay loam stratified with silt loam, silty clay, and fine sand, Some areas mapped are up to 10 percent inclusions of Woodinville and Snohomish soils. Permeability is slow. The seasonal high water table is at or near the surface. In drained areas, roots penetrate with difficulty to a depth of 60 inches or more. In undrained areas the affective rooting depth is restricted. The available water capacity is high, Runoff is slow to ponded, and the erasion hazard is slight. Stream overflow is a se- vere hazard. This soil is used for row crops and pasture. Capability unit IIIw-2; woodland group 3w2. Puyallup Series The Puyallup series is made up of well -drained soils that formed in alluvium, under grass, hard- woods, and conifers. These soils are on the natural levees adjacent to streams in the river valleys. Slopes are 0 to 2 percent. The annual precipitation is 35 to 60 inches, and the mean annual air temper- ature is about 50' F. The frost -free season ranges from 160 to 200 days. Elevation ranges from 20 to 500 feet. In a representative profile, very dark grayish - brown and dark grayish -brown fine sandy loam and very fine sandy loam extend to a depth of about 34 inches. The substratum, at a depth of 60 inches or more, is very dark grayish -brown, dark grayish - brown, and dark -brown medium sand, loamy sand, and sand. Puyallup soils are used mostly for row crops and pasture. They are among the soils that are well suited to farming. Urban development is occurring in many areas. L—Puyallup fine sandy loam (Py).--This nearly level is on natural levees in the valley bottoms, are long and narrow or somewhat rounded and so, L5 ► AP range from 2 to about 50 acres in size. Slopes are less than 2 percent and are slightly toner.. Representative profile of Puyallup fine sandy loam, in pasture, 1,030 feet east and 1,000 feet north of center of sec. 21, T. 21 N., R. 5 E.: All--O to 8 inches, very dark grayish -brown (10YR 3/2) fine sandy loam, brown (1.0YR 3/3) dry; weak, fine, granular structure; soft, very friable, nonsticky, nonplastic; many roots; neutral; clear, smooth boundary. 6 to 10 inches thick. Al2 -8 to 14 inches, very dark grayish -brown (10YR 3/2) very fine sandy loam, brown (10YR 5/3) dry; moderate, medium and coarse, granular structure; soft, very friable, slightly sticky: slightly plastic; many roots; neutral; abrupt, smooth boundary. 4 to 8 inches thick. C1--14 to 34 inches, dark grayish -brawn (10YR 4/2) very fine sandy loam, brown (10YR 5/3) dry; weak, medium, platy structure; slightly hard, very friable, slightly sticky, slightly plas- tic; many roots; slightly acid; abrupt, wavy boundary. 18 to 24 inches thick. C2--34 to 45 inches, very dark grayish -brown and dark grayish -brown (10YR 4/2 and 3/2) medium sand, grayish brown (10YR 5/2) dry; single grain; loose, nonsticky, nonplastic; plentiful roots; neutral; gradual, smooth boundary. 9 to 13 inches thick. C3--45 to 51 inches, dark -brown (IOYR 3/3) loamy sand, brown (19YR 5/3) dry; massive; soft, very friable, nonsticky, nonplastic; few roots; slightly acid. 4 to 7 inches thick. C4--51 to 60 inches, dark grayish -brown (2.5Y 4/2) sand, dark gray and gray (10YR 4/1 and 6/1) dry; single grain; loose, nonsticky, nonplas- tic; few roots; neutral. The A horizon ranges from very dark grayish brown to very dark brown and from fine sandy loam to very fine sandy loam and silt loam. The C horizon ranges from very dark grayish brown to olive brown. The upper part of the C horizon is dominantly very fine sandy loam. Commonly layers of sand, fine sand, and loamy fine sand are in the lower part of the C horizon. Mottles occur below a depth of 30 to 40 inches in places. Some areas are up to 15 percent inclusions of Briscot, Newberg, Nooksack, Oridia, and Renton soils; and some are up to 10 percent the poorly drained Woodinville and Puget soils. Permeability is moderately rapid. The effective rooting depth is 60 inches or more. The seasonal water table is at a depth of 4 to 5 feet. Available water capacity is moderately high. Runoff is slow, and the erosion hazard is slight. Stream overflow is a slight to severe hazard, depending on the amount of flood protection provided. This soil is used for row crops and pasture and for urban development. Capability unit IIw-l;-xood- land group 2ol. Ragnar Series The Ragnar series is made up of well -drained, gently sloping to strongly rolling soils on dissec- ted glacial outwash terraces. The vegetation is mostly conifers. Slopes are 2 to 25 percent. .Th.e. an:ivad-precipitatian--is 35 to 65 -inches i and the mean -annual air temperature is about 50 F The - frost -free season is 150 to 210 days: Elevation ranges from 300 to 1,000 feet. In a representative profile, very dark grayish - brown, dark yellowish -brown, and yellowish -brown fine sandy loam extends to a depth of about 27 inches. The substratum is olive -brown loamy sand. it extends to a depth of 60 inches or more. Ragnar soils are used for timber and for urban development. Ragnar fine sandy loam, 6 to 15 percent slopes (RaC).--This undulating to rolling soil is on glacial terraces. It is in irregularly shaped tracts that range from 5 to more than 300 acres in size. Representative profile of Ragnar fine sandy loam, 6 to 15 percent slopes, in forest, 300 feet north and 230 feet east of the center of sec. 3, T. 21 N., R. 5 E..- 01--1 1/2 inches to 0, black (10YR 2/1) leaves and twigs; abundant roots; abrupt, smooth bound- ary. 1 to 2 inches thick. Al--0 to 4 inches, very dark grayish -brown (IOYR 3/2) and very dark -gray (10YR 3/1) fine sandy loam, grayish brown (IOYR 5/2) dry; massive; slightly hard, very friable, nonsticky, non - plastic; many roots; medium acid; abrupt, wavy boundary. 3 to 9 inches thick. B21--4 to 17 inches, dark yellowish -brown (IOYR 4/4) and yellowish -brown (10YR 5/6) fine sandy loam, brown (10YR 5/3) dry; massive; slightly hard, very friable, nonsticky, nonplastic; many roots; medium acid; clear, smooth boundary. 5 to 13 inches thick. B22--17 to 27 inches, yellowish -brown (10YR 5/4) fine sandy loam, brown (JOYR 5/3) dry; massive; slightly hard, very friable, nonsticky, non - plastic; common roots; medium acid; clear, smooth boundary. 6 to 12 inches thick. 1IC--27 to 60 inches, olive -brown (2.5Y 4/4) loamy sand, yellowish brown (10YR 5/4) dry; massive; soft, very friable, nonsticky, nonplastic; very few roots; medium acid. Material similar to this horizon extends downward many feet and has numerous, very thick silty layers. The A horizon ranges from black to very dark grayish brown. The B horizon is sandy Ioam and fine sandy loam that is dark yellowish brown to brown. The IIC horizon, below a depth of 20 inches, is very dark grayish brown to alive brown. Lenses of loam and silt loam occur below a depth of 36 to 40 inches in many places, Any one horizon can be as much as 15 percent gravel. 25 King County ❑--E 23-2-1J5 epl of Assessments _ _ o n m '"'°' '° '"'""' EXH1131! F MAP d bW 5, w-:z Sv -1 LIQIHx3 JO [.+Z— 7Z M _,_ � - w';... .a,W.��. dr�d wn,.... "'�s— SluawSsassy �a ;da❑ Alunoo 5u1N ' -_r j _ \ -1 - .. - ' `4ab - d 3 fib- M.,dzg �627b `� - l� :lr}QC�G {I( - - - — f FSI r� =u j '' [i!amish yy - - "< 2$b 3S 'NOlth F rl[ .. .: _ y Issaquah Creek 31b 1 L 74 Y - 1 : I `� f j - QatterBon-Crsek 107h West hlkR Sem emish r 32b $9x fi p. - n.. `�1- b } _'Y - r ;, r'.r :fir. 7ibbits ' 1 s yy psi �€ TT'_ `` ,r! j •' eek 4.4 -- jr �t1 1 *`!,<. 4.., ..1 < _ - ` + a _ Fz7' CoalCreek _ C ems:-! rJ 1` �.r.t- �. � a, - _ �! May Creek t9 _ I 26b - 1 O 8 , 95b aG 7 14 A Raging,Piver - _ 7ti 46 2 f ;- C YF 20 - ! 23b 2 b 22b ` 15' I 20b —j fi 9 �t , .. .. .. ;�. .<J. - - 15 r hover C d Rlv�ecL+ - _ --- L55 LB�'�` 87 1LE,c� 1` a - I } 1 r l ,: 14 15,. 73 _ .... . ip4107q 61 b 1B' 85 / I - } j 1�0 dy Y 9' - - - $oos C�{e9k I !! F\1-� 16 L = iy f2 T / - 20 i L 7Sb: --Lower E4dqir River f 105 ` 30' 128b 1 `= 2 0 .,, FlLyc:f on oesz - s aFP. o -rn "e - t "F :t 9 _ I I_ I _ _- h, r,JnlYlo�ai �el�s�.ar. ez iitat h���. r, l {fVevSR�S — { 7{ nlm At t'�-r OperNaBr7ere cIlusta-Leci+-P letces � vtI r 33 i e5eES�k71� a r13 dh,C .:o—..ILc o ..a",, .n.L' 9 L ! ^.-^ - cn_e or acre .ce u t , sce o` :'7z sersltiv - Basin Boundaries" ra .]e r�r I - . - Sub -basin boundaries __ i MAP �flrh Rill oAv �— Zlsb �x ;elt rf, 1. " -. , wt"� � i Iry r1:3ugli VoiiriNil t'urJ1Arc: RA-5 -, Of SE KENTON MAItE_Vri1-LEYR{1 SE draw: y Y__'`' ;ti"'�•-��_'�`�=•wx'�*".--- r'' 0-12 Y t �. FAA►-10-P O4 1 T T a yF Fa rk Oeerr Spa c wri 1 f ;Ci 2005 King Caunly J aCi Q �1 Ca4fC The information included on this map has been compiled by King County staff from a v'alf of sources and is subjed to change without notice. lung County makes no representations or warranties, express or impiied, as to accuracy, completeness, timeliness, or fights to the use of such information. This document is not intended for use as a survey product. King County shall not be Gable for any general, spedal, irdirea4 incidental, or consequamlial a damages including, but not limited to, lost revenues or lost profits resulting from the use or n isFwe of the information contained on this map. Any sale of King County this map or information on this map is prohibited except by written permission of King County, Data: 12118f2007 Source: King Countyii-Property Information{http:7)www.metrokc.govfGISYIMAP) NNG c&AtJTV zv ! ()q VAP w Cvmpib�laA QGIe.' hPj!"a+al 4u1�. --p Se�W- �EngcleRr . 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RiF ZING $OI fD / 1 f Mr i- x l `:Ira rri i,xesar .rxs,en � Lnu - SeuiGt-Lcu?ipksa�trota t3833(i,D96:d,9H,t36 22� A. . H. oEEL4E5 _ENGINEER -APR+°" &ote�. �,� 43 powmk)f sue. �5 & 36, 4 20,M4., WIf. rig y 07 7W op wm -5 80W FiEV,-4 s m 2z 41 - �K za-� J, M. �45 INFORMAT-IDNALFLA UEg.-:'6.. 4" 00jammon 7�.- -n App Date 'y t:"� ANP WOMY.ANUf MT OF 912R'110-11111,11 -TV CT T, SCALE k-47 sh—i Pons of Sec.5'.v tl F MAI Cd �, rn N . .. ^{-A Cl t 1F i�- C Fq 1 8b�1—#E�-555� L . t r~J�"�.��. Tncorpora 'Corr,�7 or ate a SAX: {.cTi YEIi'Y 11 AMT USND4reet d pYa�"� Enka i✓Gt � ._ .L_i .. SEC. 23, TWP. 23 N., FL 5 E. 123 MAP i 2s- DRAWENC LEST MAP NC. SHEET NO. DESCRIPTION 2001-20 (1) 1 COVER SHEET 2001-20 (2) 2 SUMMARY OF QUANTITIES/DETAILS 2001-20 (3) 3 PLAN AND PROFILE �KING COUNTY l 7 c l t r r I DEPT. OF PUBLIC WORKS PAUL TANAKA Director 1 1 SUMMERFIELD PHASE II (PLAT OF VALLEY FAI E f) (1615T. AVE SE AT MAPLE VALLEY HIGHWAY) CALL 2 DAYS f1 KkNG COUM DEPMWENT OF PUBLIC WORKS SURFACE WATa WA40EMENT GMSION S'UMMERFIELD PHASE II (PLAT OF VALLEY FAIRE f) IB#ST AVE SE AT WPLE Wl" HIGHWAY COVERFEC BEi-f—imm1 V4��.Jaa.L=JrF-7 ®SA d MPREr�P, {.`L.S�9�i�+. PEE- — DATE Sf ZaG� 1;—SM-424-+ 555 NN--L ,4 AEEa0mKwllFD1F... P E — _ _ DOE gSTE REVISION B/ 9ESI KEP F, ! '� . kNtA7Y1l . 5•. iR1SE 1195 AS -BUILT ILPG PROJECT No 3 .ni7oet>— StxrvEt wa 2]Y-23-0A5-i7a �/„�� /1 \� , SUMMARY OF QUANTITIES PArt-IVPT I IAIITC. I CAI!`TLI. 161ST AVE. SE AT 400 LINEAR FEET MAPLE VALLEY HIGHWAY PROJECT NUMBERS as-aullr ITEM NO. TOTAL QUANTITY UNIT TE REM a47 a15 LUM SUML.S. 0001 MOBILI ATION LUMP .SUM 2 LUMP SVF;F LS.. 0050 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LUMP SUM 5Q LF..0511 FILTCR50 C.Y TRUCTURE EXCAVATION CLASS 13 INCL HAUL 4B' 806 5 S.F. SHORING CL B MINIMUM 32 so.FT.3154 2 Y, 7011 GRAVEL BACKFILL FOR FOUNDATI CLASS A 1.43 7 50 C.77 GRAVEL BACKFILL FOR PIPE 19EDDING 50 ILO S 230 C.Y. GRAVE ACKFIL FOR TRENCH 230 604 9 L.F- C II REINF. C C. CULV. P 24 IN. DIAM. 3 4 _ CATCH BASIN TYPE 2 48 IN. DIAAM. W +DOLE COVE 11 T IN PTE 2 4 IN DIA W MANHO OV : E TZ CDNN TION TO EXISTING CATCH SIN 1 5 Y. FILTER FAGRIC 14 : 1 PLUG PIPF AT EXISTING CATCH @MIN 1 I SURFACINGAND PAVING -15 40 TDN 51 ZQ RRFACING TAP COUR 4D _ _ _ 40 16 45 TON 0 ASPHALT GONC. PAVEMENTL. CB INC 45 91-75 17 LUMP SUM LS. 541 b SEEDING. FERTILIZING, AND MULCHING LUMP SOM a — FF1 16O HR. LABOR FOR TRAFFIC CONTROL AT FIXED PRICE 100 102 OTHIE j I-20 MCAL, Big WATER 0 fi717 CEMENT QONC. ROLLED CURB 25 53 1 12 Y. CEM NT ONC. SIDEWALK 12 28.3 P SUMI L.S.1PAIR EXISTING CATCH BASIN rump Sum NOTE: FOR SPECIAL FEATURES SEE SPECIAL PROVISIONS SALES TAX: ALL ITEMS IN THIS PROJECT ARE SUBJECT TO PROVISIONS OF SECTION 1-07.2(2) OF THE STANDARD SPECIFICATIONS. CONSTRUCTION SEOUENCE 1. INSTALL TEMPORARY EROSION CONTROL MEASURES 2. NEAT LINE CUT THE .EXISTING ASPHALT 3. INSTALL THE NEW PIPE SYSTEM 4. - CONNECT NEW DRAINAGE SYSTEM TO EXISTING SYSTEM AT EXISTING CB 12 TO THE NORTH (SEE GENERAL NOTES 5 do 6) 5. PLUG EXISTING PIPE TO THE WEST AT EXISTING CB #2 (SEE GENERAL NOTES 5 de fi) 6. PATCH ROADWAY WITH NEW ASPHALT AND MATCH THE EXISTING ROADWAY SLOPE 7. RESTORE ALL DISTURBED AREAS (I-E. SIDEWALK, CURB AND GUTTER, MAIL BOXES, FENCES, ETC.) S. -CLEAN THE NEW DRAINAGE SYSTEM 9. CLEAN CONSTRUCTION AREA AND REMOVE TEMPORARY EROSION CONTROL MEASURES f EXI TINE CS TYPE 2-72"/ l STA 1+10-4FT LT LOCATION N 171361.99 E 16806549.79 SCALI= 1" - 2' Ge-INERAL NOTES 1. ALL CONSTRUCTION WORK SHALL BE IN ACCORDANCE WITH ICING COUNTY ROAD STANDARDS. 2. CONTRACTOR TO VERIFY, WITH EACH UTILITY COMPANY, THE LOCATION AND DEPTH OF EXISTING UTILMES IN THE FIELD. 3. CONTRACTOR SHALL INSTALL FILTER FABRIC PROTECTION UNDER ALL STORM DRAIN GRATE INLETS IN THE CONSTRUCTION AREA. 4. ALL TEMPORARY EROSION CONTROL FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CO.NSMUCTION IS COMPLETED. 5- CONNECTION TO EXISTING STRUCTURE #2 TO BE DONE AFTER THE CONSTRUCTION OF NEW DRAINAGE SYSTEM IS COMPLETED. 6, IF DEPARTMENT OF TRANSPORTATION HAS NOT UPGRADED THE SYSTEM ACROSS SR 169 (mil € VALLEY HIGHWAY) PRIOR TO CONSTRUCTION OF THE NEW DRAINAGE LINE DOWN 161 ST SE CONTRACTOR MUST PLUG THE NEW SYSTEM (WITH TEMPORARY PLUG) INSTf+af`S OF REMOVING THE EXISTING 24 PIPE TO THE WEST (SEE DETAIL ABOVE). 7. RESTORATION OF ANY DISTURBED AREAS MUST MATCH THE EXISTING CONDITION. 8. SEED ALL DISTURBED AREAS OFF' ROADWAY. If w CONTRACTOR TO REMOVE EXISTING PIPE OR PLUG PIPE (SEE GENERA!. E #6) 0.25' MIN. D€PTH COMPACTED ASPHALT CONCRETE CLASS 9 0.29' MIN DEPTH COMPACTED MATCH EXIST CRUSHED SURPACINE TOP COURSE SLOPE EX15T1NG 1114IN NEAT LINE CUT ASPHALT. EXIST ASPHALT GRAVEL. BAC Lmay. 1 FOR TRENCH NkIY PIPE ' GRAVEL WKFFLL FOR Pin gE1 mG SEE STD. DRAmTrG r A-WUALT .PATC- DETAIL N.T.S. CALL 2 DAYS BE - YOU DID f 1 KING COUNTY DEPAR'►1 l llFPU8UC WORKS St1�AS� wATIJt IrAw�TatrTr e1ru19eN SLU1u1ERFIELD PHASE II OF VALLEY W. 161ST A(VE MAT St AT MAPLE FVgLLEYi)HIGHWAY WI A'Y OF I —TIE AI . A1s1I� Nt'JIES JPPRP" - VAT9 YL NHSQATE LPG p�p� M� S. CAL imp 5 [ E jox"wom r SILTATION PONO rrrl\ V 1 TR. A �* ! IN ..e E'NERE1!' 01SSIPATOR I 1 WITH D€EiAls DARHIER TOP ELEV 149;25 3ff CMP NE 141.65 L r 34- HI4PP $ _ .19 I CMP NE ='. 42 . `m 0+k00 SUN CALL 2 DAYS BEFORI= YOU. Dn 1-800-424-5555 V All. JL-41 ilAIA-4 ! SW 1/4 SEC 23, T23 R R5 E. W.M. EXIST Ca TYPE 2- 1 Op EL 124.59 .24- CMP S 119.d3 50 LOT 29 LOT 27 ` LOT 26 24' c12'up H 115. E116.94CMP v-TBM: REBAR S CAP LS W539 P7777 ` EL 132�29 , 1 W INSTALL 50 L.F FLLTER FA9RIC FENCE # IN UNFi4 $1TE IS r c 'PfPE 2-7 STABILIZED ELEV 141.60 L44P SW 136.W CMP 9W 133.130 LOT 1 CMP W 135.79 CPEP N • 13 -5 • • 133.92 TOP ELEV434:50-141 -24" -3� CLIP SW 135.55 24" -w CIAP S 135.95 24' 3T CFkP N 135.56 0 VW115 1Sl1 es R-356 .1. 55 ` 2+0D 163 L. F.24' CPEA •` II I 1 it n 1 LOT 29 1 N 1 E 16aFi650 1 R W-126.i5 IN4-113.97 Kf,AS 20 0 20 44 6O SCAE IN FEET LOT 36 LOT 1 R/1y Ave 8� LEGEND NEW CATCH BASIN r m WATER VALVE r >- O iI O EXIST- SAMTARY EXIST STORM I• �] TELEPHONE + WATER NIETiRjUALVE F yyyx r ® POWER VAULT y R/W y��r Trr7 _- PROP LINE } r �0 I i ME i 10 I' ORNAMENTAL TREES/SHRUBS f I r 1 � N 1 ff 1/DN 50-07 N 17. 1 f I ! erl - ` E 7SL067S.4�0 1 P CMP i f EXIST C8 TYPE 2-7Z EL - 115.94 , I r RIM ELEV - 115.93 1 - I I 24 C1:IP E 112.11 24 VVP S 112.21 1 �� ,o gSR 1 35 CONC W 111.&1 f i '► � ff I 9ENCHUARK: PUNCH MARK IN L I R11 i EXd MIG CATCH BASN f 11 i AT STA 5+00 fT.(1�I� F t � sru»sEQ) I CMP _ _ -7:Ar 32 6 1 L9" - -_-----� 72'X 3p'DA. INSTALLEO BY W.5-DOT 'F f'�'---- _ -~ GRATE." 11�15P26 . l.E. 19 CM, 5.-Fi257 I 1. E. IB" CLAP N. ' 112.50 -� T�� : -' -�•_- - - - - i - KING GOWNTY0EPARTtEHI OF PUBC WORKS PW T.mk.. bk-iw �! I O.M.NOMFR1c6TDR TO SURFACE WATER - YANSBEYIFNf DIVIMN N+ ...:. .... VERIFY ►IfIuw LOCAMNS SLJ.MM.ERFIELD PHASE tl +-.N1z`` PR1011 TO EXCAVATION: w. (PLAT OF VALLEY FAME1) 1615T AVE. 5E AT IiAPLE VALLEY HIGHWAY 140 PLAN A14D P:R I+kLE 11AL. A"Room LARRf O.IBBONS.P.E. DATE RE606Iufi110ED KEN NILSEN P.E.-__ - DATE '+~ J : .2. - - PTV1�ION BV DESnNEO W. R(S�KE - T3.5 :.... �--j `ORgpf- :~�~.... _ O, �.. .-- Liss AS.rBI T tPG PROdefY NO - T SURMY NO._?3- _ giEE7 3 OP APPROX. LOCATION OF (x �HENCrNiE E15T� IES (WPLE V 130 :.� �... .. I- ... :..... ...:. EXIST WATER R4.... pF 130 wti PROX. -OCAOOF � - "' ......... . ... .. COMBINED. LMUTIES .. .. w :.- P•�' ..... ......135 .. _ 125 }j•-•�� EXIST O . �L EXIST ..... ...... Ko . S � A9\NDNED JWAD .. ...124 w ENT .120 STORM : J 115 . MIN CPEP A-74 L F �-� EXIST - JF: 'm m �L _J .. .... . .. ....... ... .... ... .. W &Ir 11'SOOi. _ 5W 105 10 .To a Y : COMPLETED - - _ 0+00 1 +00 2+00 3+0_0 4+00 5+00 ., 2001-"20(33) j"5:51mmov. 24 r0 .R¢ .� . .__ E./ MMR AVKIF- St. PAVL AND PACIRCRA � _ _ PROJECT 1 + SATE �I^c- � `E=YFPrNP - s7 �, .m �� � t•�. .il.in si. vie. �.M 5'1 T51R M. 91i LAXE t000 0 1000 2000 3000 4000 VICINITY MAP iJRAVVIN0 1-1 �> 1 C:QUINTY MAP P '. 'SHUT - N.0.! 3 DEW RZI PTA N 2000-97 f COVER SHEET. 2000-97A 2 SUMMARY OF QUANTITIES 2000-971B 3 DRAINAGE FACILITIES PLAN 2000-97C 4 DRAINAGE FACILITIES PLAN' 2000-971). 5 DRAINAGE FACILITIES PROFILE 2000-97E 6 DRAINAGE FACILITIES PROFILE 2000-97F 7 DRAINAGE FACILITES STRUCTURAL DETAILS 2000-97G 8 DRAINAGE FACILITES STRUCTURAL DETAILS 2000-97H 9 DRAINAGE -FACILITES STRUCTURAL DETAILS 2000-971 10 DRAINAGE FACILITES STRUCTURAL DETAILS 20W97J 11 161ST AVE. S.E. PLAN ARID PROFILE 2000-97K 12 161ST AVE. S.E. ST13UCTURAf_ DETAILS THESE SHEET ARE FOR PHASE 11 OF THIS PROJECT AND ARE NOT INCLUDED AT THIS TIME. KING COUNTY OF PUBLIC S.. RFELD CALL 2 BAYS BEFORE YOU DIG 1 /f f �• r� RECORD GRAWANG This drawing represents the results of �.s construction; it does not further Imply or �- warrant that facilities shown are as built". Future work involving these facilities should be supported by actual field r r 0 location and measurement at the tirne.of RKS the work.. J 1\ i RAVINE. STABILIZATIO,N (SR 169 & 161ST AVE SE) SURVE w mms pro on I ME Moll MI moRMIMMIMMIM MM �mmmmasmEMa mill -,Rmjgg E. MMMM- •�q�gg9��,y.ae a �� ' BOO 1'+1.1 _ csa. 3-9 - .7 .. � e tl o/.�y .r_r.«. �- • f • r. B ��� ������������ • f e f a• P : f : - �� ®�� -� ANCHORS .-a i .PI J C ■ � ����� • ' L. a .W_�r,,.•����:J�����-_--��_-� INSTALL •_ ■P•' �����- & � A ^9 . ! ����_ e. net- x�• a 0 -__- e _ : r ,•: � .. a --- r AMMMI O �� � e� � �a ����� '������� ® ®_ .. -. - �.i _ ee ��������M�������� P.. ■e�•jai7 e M ------ _—M'�__mmml=mnmmmmmmm i • . � Pit i ■ e P � P e _ � � —�—_ --_-_-- --�--_-_-�------_- -- alliiva�ii�i�iii'� _MEN���ir■�ir --�-_--_- e " 7 :: P : P P . : � 1 . �--�-- ��P�^�P��:.e."++bn:.:J��mra-:..�':� iS7�J1YrY����©�0�®�i•.•a�®�� 1 1 ■• e e . eSLUMARY ,. KING COUNTY DEPARPENT OF PU3LIC WORKS SURFACE WATER MANAGEMENT DIVISION OF o QUANTrrEs —AtO.STRUCTUH.9 NOTES NET OR P ���� 0 TRANSMISSION TOWER (TYP) 160TH.-- PL. SE. BASELINE INFORMATION _ ♦ p _- `�� ��•� LINE aEAmi%I& mTrANCE _ EOCE OF WATER 0S77-49-22E 10125 q � ♦ � L2 S77-49-37E 359.43 MERIDIAN KCAS C.B. N0.1 ST4,D-4D i t 125 L3 Nag-55-39E t39.32 /J INSTALL STORM DRAIN `iy Q L4 agas-la-sx� za.>s 50, 0 so 100 ISO MANHOLEJTYPE 2, 54" I a - I I � Q1AM. WITH DEBRIS LS N32-39-24W 34257 SCALE iN FEET Q I � j y EARRILR. - ..-.� �; t !.a N33-22-02W 679.96 _/ - IT EXISTING 11 1 / �� NOTE=PIPE BASELINE STA.D'4D= i i L7 N30-54-se�v zte.2s A La DETENTION �� f `� URVEY BASELINE STA.5'00,5' LT. 110" 1 L9 u1t-43-34w 23fi79 sjOE W POND \ t 1 1 WE(LANDr L�� L7 ] Uj l In 52' SEE SECTION 1 FILL EXISTING �1CDE55 +4aro10.a6a ROAD TO ELEV.4".0 r,aH osE.sao gEE DETAIL r L2C7i1Y l z I 1 1. PNA E 1 CO�VST �1 ' _ � Pti3E Bx1SELN S A.0 p� TfON 1'P_ t E B>[ SET R.R. SPllff SIB BASELINE INFORMATION 9M: SET R,R. sPKE IN 3� J IN S. 519E 6F 3fi _ — _. y 0077MMOM UP` 1' CffQiR TREE UP 1.5'- _ _ f ! LINE BEARING DISTANCE Cum 39B.87 - �.•— f lr � ELEV.494.62 f - - n �• IEMPO€#ARYJCONSTR. � l (D see-5s-z0E $45.28, Nun )lox / EASEMENT Ls $Tz-3z-41E 3aa,5o 'III _ N �6 se+.re3 FIELD LOCATED PIPE BASELINE 9' `". ���� 1" INSTALL 275 L,E-24'" S!A 5+01.2s / �L ���1. f r'f DlAM. CONC., CL-1T mug 1101 / o F i ! f rr� N 15E8E7.426- Ll sens2,a0 Ilf i . LU ^ly -� �.©.PJti ACCESS ROAD (DIRT) - ..�Jy- rr 1s9e77.or7 p - 7 E•. ee11 a0.7rn 7 W SURVEY BASELINE LZ MH. N0.1 STA.3'15 / r'.'�J TAX LOT qE<� INSTALL STORM DRAIN �✓ �'�''� FF . I 1 1lLE, yU.S.A. Le DIAM. SOLID ':LID A C INSTALL 2,595 L.F- �� r 30"" f}IAM. HDPP (bEI_GQ GROUP) _ MH. No,2 STA.6' S9 // L.F` q < r rr ' �' :. ~ ' INSTALL STORM DRAIN MANHOLE; TYPE 2,72" Q' I 1` DIAM, WITH DEBRIS d r _AB_BRE_VIATIONS P _ I BARRI€R o r CPEP CORRUGATED POLYETHYLENE PIPE INSTALL 344 L.F !4".Y !� `f r' 4f HDPP HIGH DENSITY POLYETHYLENE PIPE Ir f 01AM. CONC.,CLvM1 `..%y PERMANENT EASIEEMENT LINE (TYPICAL) NE IA, 26_ 23-5 NW1/4,25.23-5 ' L� e1a51s7s.s10 � I - r" 3 �ix_� d,a7/"U3 Sa0107 99 (�� l3 I NLEE58.NALL. STRUCTURE LOCATIONS ARE MH, No.2 / / /� ply' �- �� f R€F ENC€D TO PIPE BASELINE,NOT SEE SECTION _ �,/ ! / l gib` / r��y�%� Qqr SURVEY BASELINE. ( s,a/a , �% �`$n STA. 10.10 Qj Na 1�h' d r 3 f INSTALL PIPE, VENT RECORD DRAWING TAX LOT KIKjCOUNTY aEVARTNmrsoPPtlel]CWORKS PALL TANAKA, MVCTOR This drawing represents the results of SW�IFACE WATER MANApaLENT INVOM Bil: SET R.R, SPIKE IN !1 - - y `;� SEE DETAIL 3 ConsftCtlon; it does not further imply or E. 2' F S. F WLDC:KACCESS - �-- - ! .- a u.S.A, - SUMMEIFIELD RAVINE STABII.:IZAMN UP r eaFr S. of AccE� �� >.'� r - Cl) )0 warrant that facilities shown are "a5 built', RD. ELEV. 493.8E Future WDik involving tlESB facilities (SR 169'& 161ST AVE SE) ' N1J6fiflASAGA a should be supported b DjjAIN4CaE FA�.ETI�S PL/�N actual field r` J J — F.16&1680-29P a I)p l ' — CALL 2 DAYS i location and measurement at #re time of the work. • f I F eFBsmo Eo ' �,w APPRovF� S dRRV lilflLyy P F DAt�. f(J BEFORE YOU DIG O�A1P STUBTOUT i dE9hiliF{} rM QFESSET IXikW aATe rtva0x ar POOJEGTNO, emosr suRVErNO. - 3-� 9rrfr 3 DP 12 I - JAN 23 19'r .4 as 2"..-Q7 R M SURVEY BASELINE INFO—RMATION LINE BEARING DISTANCE , LS N11-43-34W 238.79 L9 04-8D-33W 288.66 L10 Ni9-5S-44W 230.10 L11 1 N04-40-59W 215.92 L12 N46-40-18W 423.47 I STA:22.15- 140 CF. 4" CPEP iCUTFALL FROM FRENCH DRAIN TO STREAM 3'x3' ROCK $PALL PROTECTION M" MIN. DEPTH iTYP) r 'RE 11 (DEL.CO GROUP) IN STA.27.00-150 L.F. 4" CPEP MH. No.3 STA.33.90 2r =ERSuPEo.5FT OUTFALL FROM FRENCH INSTALL STORM DRAIN ELEV, 554.92 DRAIN TO STREAM MANHOLE, TYPE 2,72" DIAM EKiMY D.ISSfPATOR STA.24.36-150 L.F. 4" CPEP DUTFALL FROM FRENCH DRAIN TO STREAM STA 23i63 TO STA.24 03T 1O TO 40' LT STABILIZE BANK WITH WILLOW CUTTINCS.S€E DETAIL �r LIO Et i HrA 23.c,.sa xus �' -- trtl WITH DEBRIS SARMER NOTE:PIPE 1ASELINE STA.33+90- SURVEY BASELINE STA.37.82,60' RT, STA.32.20 END 30" DIAM. HDPP. EXTEND 30 L.F. INSIDE 34" DIAM. HDPP INSTALL FILTER'FABRIC FENCE AT 50' 04TE�VALS sAeA ACROSS DISTURBED AREA 1 L11 ( TYPICAL 6- PLACES) S.M. R.R. SPIKE IN J6, COTTONWOOD LIP 1.0 FT 3t+s5 o6 ELEV. 276.00 _ N, rz 30" ,DIAM: HDPP Now — MERIDIAN KCAS �, L L. E Y F 4. i R f:: I I -IA ; F III (DELCO GROUP) 50 0 04. 1 g. 150 5Of a IN FEET 3R Sa,33.46 HHR Sw COR TR.� �-7 x 171TI5.621 �' 7 / Flsaoss7.axs In rJf Ln I �Nt \ t� PONi! 1 , 44 CAIP IE 139.3LIJ 3' I E%!STING dy, 1 C.B. TYPE 2 W/ SOLID LID TOP 13ss 1615T. L 24" CMY SW IE',35 _ 34" k1P N IE 1 3 END. PHASE I ,---CONSTRUGTION�P ,� — \ Y I EXISTING SAN Ig - A Y MNry j t �\~SEWER MH. INSTALL 16' L,F 24" DIAM. HCMP CONNECT TO EXISTING MANHOLE I I 6-- 8- QUARRY SPALLS C.B. No.2 STA.34-G9 2' MIN. DEFTH,12- WIDE SEE SECTION INSTALL CATCH BASIN A TYPE 2, 72'" DlAtvi. 1 NOTE=PIPE BASELINE STA.34.69% SUVVEY BASELINE 5TA.37.9E,135' RT. INSTALL 200 L.F.- INSTALL 79 L.F. f 34" DIAM. HDPP 30" DIAM. HCMP END 34" AT STA. I1 INSTALL 79 L.F- 31.90 I 12" DIAM. HCMP SEE PROFILE SHEET 6 nA 34+I199 INSTALL JUTE MATTING F' = IIUB III } ON DISTURBED AREA r I�cgsa.9te (TYPICAL 6 PLACES) III nsaoa3s.eao SURVEY BASELINE I 1 PIPE- BASELINE QIF:ALL STRUCTURE LOCATIONS ARE REFERENCED TO PIPE BASELINE, NOT SURVEY BASELINE. I CALL 2 RAYS BEFORE YOU DIG RECORD DRAWING This drawing represerds the results at construction; it does not further imply Or warrant that facilities shown are "as built". Future work• involving these facilities should be supported by actual field location and measurement at the time of the work. 4" rn� �nwva 20M.-Q, 7 - m Ake ' 2 --97D r! F—,`[rIn Jlfl YIllZ 'It- Lila �rfl S I ILI15 -III = I III%il�sl�ilf � ��! ICI III •e I'I CONCRETE LOAD-_ DISTRIBUTION BLOCK W- V- B" ) = Iil�lil�ltl'11f31riw _I�sl� _III�i1l=lil= Y liI Y ill =a4 =111 lyy mill � all Willi i�� yia.11 11yI 11y—t l aliil'�III llrWNii�{I. 15' ANCHOR ROD Manta Ray MR-1,EARTH TOGGLE A14CH0R OR EQUAL As REMOVE EARTH BEFORE ANCHOR. INSTALLATION THEN �BACKFILL 'ACCESS ROAD - - - - � �4l}��A7=��117�7 17fr-fir-ititirr,��trr=ilrlel�`irraif =_m_ur=ln=el_Ir �rrrw= GRAVEL BACK FILL =14-myu+nrnl�r!iur° 1 FOR DRAIN 7r_m=u -i- 30"diam. H.D.P P b i !— ' 32"d(am. HALF SECTION STEEL - PIPE,3/8"THICK x 12-WIDE LOAD DISTRIBUTION PLATE 5/1fi" 5iAlNLE55 STEEL CABLE NOTE -WHERE USED,ANCHORS 5/16" CABLE CLAMPS (2} SHALL BE SPACED M' APART STA.13.80 TO STA.14*30, STA-20+90 TO STA.21+10 Q7� STA.22+60 TO STA.24 *10 , STA.26.60 TO STA.26+90 DEBRIS CAGE -SEE SPECIFICATIONS PACKAGE FOR CONSTRUCTION DETAILS FORMED TO FIT MANHOLE GROOVE TRASH " NON PERMEABLE, -COMPACTED RACK + 2 cl !2 SELECT NATIVE SOIL•MAY NEED TO SHORTEN EXISTING CULVERT. 479.7 SUPPORT BRACKET 21' 6g" 60' IB"y 24"diam• CONCRETE I—^3 476.2 ( from wetland I 1 6 Ate I-1A4 STUD AND NUT (6) -�- �. 30" CAST -IN -PLACE CONCRETE HEADWALL % 475 3/8" STEEL s1aPe REINFORCING CM P 313'diam.(w(th flared (islet) 18 CLAMP 1/4 M: _ (see detail right) CAST -IN -PLACE CONCRETE 12' 3D" dia m. H O P P _ }_ SECONDARY TRASH RACK (2" tieamr"e to H objects) e: SEE D'ETAJL 1 30" - �! �' 72" OIAR 47).0 S8 MANHOL 470 5 TYRE 2 min. slope Y THICK CAST -IN -PLACE CONCRETE r' ' poured after stee)-flange adapter :•r.f T1/2"diam. ANCHOR 1/4 6 and nuts are installed. BOLTS 32" O.D. STEEL FLANGE NTS STA. 6+59 24" CONCRETE (From wetland) ! j�a,*INTD 11"LONG 1-IA-diam STUDS. ANCHORED • i fl HEADWALL. 72"MANHOLE TYPE 3 30"diam- HDPP. 21 6 4" _I 60" ' TRASH RACK O'\M 3/4"diam-SMOOTHBARSMOLDED FLANGE GALVANIZED. 30"CMP SECONDARY ADAPTER 3/4"dlom. BAR Ito toltect (2" cleaaranc132"OD) FRAME. streamflDwl secure with 40" diam. 7.5" BAR padlock.)2"OD CUTOUT SPACING. SEE DEFAIL FLANGE CAST -IN -PLACE TAIL BELOW) CONCRETE HEADWALL STE NITS CAST - IN - PLACE CONCRETE HEADWALL �h,Ty}sP 11"LONG 1-1/4"DIAM. STUDS fjr' ANCHORED B" INTO HEADWA L L TOTAL OF 6 D• 3 2' 0 D, STEEL FLANGE /B•' THICK STEEL PLATE n~ n.e 12 en ch side ) 5/$" DIAM. OLE S l2 each side) 3O diam HDPP r11/2- HEX NUTS 1-1/4"DIAM Nl TOTAL OF 6 REINFORCING PL TE DETAIL . NTS 7 -7" THICK 72" DIAM. MANHOLE TYPE 3 WALL 1/2- diam. ANCHOR BOLTS (9)- S1X 6", THREE 12" LONG. SET 2" INTO MANHOLE WALL t::•'.di^,'�,'i{>` 40" DIAM CUTOUT EDGE CAST- IN- PLACE CONCRETE HEADWALL I ( j 5/8 DFAM. 1 ! HOLES 3/B" STEEL REINFORCING PLATE MOLDED FLANGE (SEE DETAIL LEFT) ADAPTER 32'- NOM. OD. CORD DBAWl [G This drawing represents the results of construction, it does not further imply or warrant that facilities shown are "as burl - Future work involving these facilities should be supported by actual field location and measurement at the time of the work. �3O" DIAM. HDPP FUSION BEAD CALL 2 BAYS 10N DETAIL BEFORE You MG 791.6146-424.5555 -� KIND COUNTY DEPARTMENT OF PUBLIC WORKS PAIL TANAKA. Dge"OR SUA1:A0L WATER MANAQE]llRa DIVISION SUIU MERFIEt_D RAVINE STASUZATION (SR 169 & 1B?ST AVE SE) STRUCTURAL DETAILS AFPA44�I.EH@�GB9Qt>l,4.P__.� ___ DA 49a . AEC DA�ryy �E% pESjpNFb KEN SiRE.44eT OR41R•N d. FA2SK KAp1 . PADAOT aID FOOM7 sIRnIEY no. E$-28-5-16 SmuT 7 '-12' 6-'min overlap FILTER FABRIC -- PERFORATED UNDERDRAIN 242 PIPE EXTENDS FULL LENGTH OF FRENCH DRAIN 4-min PERMEABLE NATIVE /--,-,"MATERIAL APPROVED BY _11-LqMWL E IR , - _9 XISTING GROUND 10 FT. MIN ROAD SUR =31, min 00F.- %%. 8-min 5"' 5" 30"diorn. 6"'' min. min. H D? P min, DRIVE GAILV. STEEL BARS INTO THE GROUND. a V KEEP 2" EXPOSED ABOVE PIPE USE 16 GAUGE STAINLESS STEEL WIRE TO TIE THE SPLIT COUPLING TO THE ANCHORING BARS WRAP THE WIRE THREE TIMES AROUND PIPE COUPLING AND GALV. STEEL BARS Ao r's? A LA _* 20.. —GRAVEL SACKI FOR DRAIN —30" DIAM. HD.PP EXISTING GROUND 24" IMPERMEABL CLAY BAG 9FRM 4"" diam. CPEP— 6"diam. UNDERDRAIN- 6'_6­ FILTER FABRIC-,"" '.CTION, DETAIL TYPICAL CLAY BERM CROSS-SECTION DETAIL NTS STA.22-15, 24-36,27-00 RELGE11) U&M-ING This drawin re resents the results of F__* ED W r cortstructlopi; it does not further imply or warrant that facilities shown are "as built*. 4" diem. Futm work involving these facilities I C P E P -taut. W supported by actual field 01.9d and measurarn64 at the tme of the work. 2"obove the coupling top 2­ wrap the wire here kt� ___�4"SPLIT COUPLING. J FOR CPEP •3/4­ GAILY STEEL BARS FOR ANCORING THE PIPE f 2 LP 4" diam. ADS POLYETHYLENE DRAIN PIPE (CPEP) tqOTE;LOCATE EACH ANCHOR 2' 19ACX FROM WHERE 4" OVIERDRAIN DAYLIGHTS PIPE ANCHOR DETAIL C.PE.P =CORRUGATED POLYETHELENE DRAIN PIPE PERMEASLE., EXIST . ING NATIVE GROUND MATERIAL FILTER FABRIC 6" diam. 'UNDERDRAIN ......... (CPEP) 4" d!am. pipe LAY BAG GRAVEL--' BERM MACKFIL L FOR DRAIN SECTION NTS S_ ESMT. N. E-%MT. L ItAfT LIMIT 2.5' ACCESS FAD, CLAY BAG BERM tGRAVEL SACKFILL FOR DRAIN 6" diam. UNDERDRAIN 30diam. H.D.P.P. FILTER FABRIC -SEC T I ON A. NTS 4-NATIVE FILL MATERIAL FROM PIPE EXCAVATION COMPACTED WA Z6-CRUSHED SURFACE BASE COURSE NATIVE MATERIAL OF LA)W PERMEABILITY (HARDPAN) COMPACTEa 00% ACCESS ROAD FILL QUAIL NTS CALL DAYS SELECT NATIVE MATERIAL FROM PIPE TRENCH EXCAVATION. BEFORE YOU NG i(M ODUWN MIAW!'1108fr OF PUBUC VAWS PAJL TAMXA, WMVrM WFAIZE WATER MAMORMU IDNIMM SUMMERFEIELD RAVM STABUZA-1171I4N (SR 169 & 161ST AVE SE) STT=TtRAI_ bETALS DATE PROJECT N5, Fewu 4rSiEET 8 Of 12 -97G Q, SECTION-. NTS \Iqlj EXCAVATE FIELD LOCATE BY----' ENGINEER STA.17+95 TO STA.18+85 EXISTING EDGE EXCAVATE OF ACCESS RD,/j (TYPICAL) STA.21+10 TO STA.21-90 EXISTING GROUND (TYPICAL) CHAIN LINK FE .,rj (TYR) ACCESS WALKWAY NOTE. -CHAIN LINK FENCE SH01uN IN BACKGROUND FOR CLARITY. EXIST GROUND ,--CONTINUE SLOPE TO INTERCEPT EXISTING GROUND PLACE" NATIVE TOPSOIL INTO BORE HOLE PRIOR 24" 6 NATIVE TOPSOIL RE HOLE PRIOR 24 TIN, CUTTING TO INSERTING CUTTING -30 (TYPI DERRI5 BARRIER) A6 MANHOLE -I/2- D[AM, FRESHLY CUT WILLOW BRANCHES ON 5' TRIANGULAR SPACING. EDGE OF WETLAND- 6ATE ' ` 61 PLAN SLOPE STA&1-_L1 ZA T [ON 25' REPLANTING DETAIL rn NTS \IV PLAN —8'CHAIN LINK FENCE 1+ , ' , 6' USED OVER WALKWAY 3 3 (—MAINTENANCE V,.-"Pt RECORD Q AWJhLG R I — 485.0 This drawing represents the results of STA.2�-10 TO STA.22-60 STA,22-60 TO STA.24-10 24" DIAM- DIAM CONC_ CONC- . • ACCESS WALKWAY Ir construction; it does not further imply or I warrant that facilities shGm are "as built'. -1.0%. SLOPE J.C�/ Future work involving those facifflies should be supported by actual field 10, location -and rneasuremeAt at the time of the wft. SLIDE LIMIT (TYPICAL) EXCAVATE CALL 2 DAYS 12*' ROUND SECTION DEFORE YOU DIG CONCRETE, CLASS 'C" M"--4-5565 CRUSHED SURFACING U BASE COURSE KM COLNTY DEPARUENT of pusur wm" STA.26+10 TO STA-2MO STA.28-55 TO STA.29+15 - OFECTM SUWtACPEAWWTAATNEARKAMANAQEMENT DrOSKW INLET DETAI rT"� SUMMERMLD RAVINE STABILIZATIONWEILAND NTS i R. G (SR 109 & 16IS-r AVE M ACCESS- ROAD EXCAVATION DETAIL AT STA, 0+40 STWCnIRAL DE-rALS] NTS 9APMDV8X--LARRY-QMBr1V-AS— DATE f OF, T RECORTAUMED-A-M-GRESSET— OATIA� DATf. rf 0EGKPXM-AV%L03E35EI--MAWP PROJECT No, F55W SURVEY Wo._23-235-15 SHM'r •a OF REVISION AN VrAIMA(C Ow-' -97H STOP BAR- (5/8" gale. bar set in manhole MANHOLE WALL wall) 7" THICK 3•" CLEARANCE SEE HINGE DETAIL BELOW 7"CENTER TO CENTER SPACING SECURE WITH SUITABLE TYPE AND SIZE PADLOCK 3"CLEARANCE. 5C LIFTING LOOP MADE 3 R' 12" DIAM. DUCTILE IRON PIPE FROM No.4 REBAR. ..)., THICKNESS CLASS 56 {0,49") o i•,= .. OR EQUAL AIR VE IA" THICK STEEL ''��''•�¢ CONCRETE CLASS "C" VENT SUPPORTS------, �' ID. MANHOLE TYPE 3 PLATE TO COVER '•18"" I/4" steel. see PADLOCK ENTIRE BOTTOM OF ry _{ IA" detail below MANHOLE 5/8" DLAM. x 12" STAINLESS STEEL THREADED ROD,02" CAST-IN-CONC. LOCKING %3" CLEARANCE 21/2" EXPOSED {6 RZOD,P WITH 5/8" welded tc 9" CENTER TO CENTER SPACING, ,=.,• ;_4 DIAM. STAINLESS STEEL NUTS AND riser pii :c:�11'i;•' ' ; LOCKWASHERS RISEF MADE 4P 3/4" GALVANIZED PIPE °� •=.^.•-: 3/8" THICK STEEL ix 21 " PLATE . PROVIDE 3/4"—I SECONDARY TRASH. RACK NTS THREAD INSERT TO THE MANHOLE WALL `! \ AND HEADWALL 1� 3/ r. 4-I/r HEADWALL PIVOT BAR 7 SEE HINGE DETAIL BELOW CLEARANCE OUTSIDE BAR TAIL. 3/8" THICK GALV. STEEL PLATE. WELDED ON TO SECONDARY TRASH RACK'5 PIVOT 15AR ID. WASHER OUTSIDE (straight an the headwall side curved on the *--� opposite side ) HINGE DETAIL NTS „- 10 - DIAM. HOLES FOR 1/2" diom 24'• THREADED RODS padlock hole DIAM: aligned with 8 BOTTOM VIEW locking plate hale IMPACT POST DETA:I.L VEN�j— NTS SUPPORT 5 3" 72" MANHOLE TYPE 2 STEPS I welded to the air vent AIR VENT L I D PLAN 36" O.D. STEEL FLANGE [SEE SECTION BELOW) 44" DIA. CUTOUT Ir' ' c GROUT _ - 13 a 30" DIAM.'; A 34" DIAM. HCMP p p 4 HOPP O.D. �JA 24' 32"' 0D MOLDED FLANGE ADAPTER " AIR VENT. LID ELEVATION 3i u DIAM- HCMP (407/8" O.D.) I I" LONG 1-1/4" DIA M. STUDS ANCHORED 8" INTO HEADWALL RECORD DRAWING PLAN! VIEW This drawing represents the resuits of (DEBRIS BARRIER NOT SHOWN) construction; it does net further imply or wRrrant that facilities ShDWn are "aS bUitt", 3/8" NUTS Future work involving these facilities 6'"-8" QUARRY SPALLS Should he supported by actuaf field location and measurement at the time of 2 DEBRIS BARRIER. 2 the Work. RISER SECTION 2'Mac 318"CARRIAGE BOLTS stainless steel FILTER FABRIC MIRAFI 40OX OR EQUAL COMPACTED BACKFILL 90'4-95% MAX. STAINLESS STEEL HINGE BOLT 5/8"'- 3" CAST -IN -PLACE CONCRETE HEAI I PIVOT BAR NOTE:TH15 MANHOLE �? C%NSTRUCTION SIMILAR, ; EXCEPT WHERE �' CALLED OUT, TO min. SEC714N� slq _e i 30""diam. 18" �_ HCA3P 4 14fo GROUT ' l39.5 IMPACT POST +' SEE DETAIL !� 3434=diam. HDPP 0.D. 1370 t., taro 1 "diam. HCMP ... � li;:llfi�:: •.: E.5% min, slope vL•�1.11# STA-33-90 AI R VENT SECTION 3/8" PLATE Padlock hole. aligned with vent support hole PADLOCK HOLES LOCKING 3"' BLANKET LAYER LOCKING PLATE PLATE ELEV NATIVE MATERIAL PLAN VIEW AIR VENT DETAILS Nis CALL 2 RAYS BEFORE YOU BIG - KING C04R.ITY OEPARTYEW OF PUBLIO WOWS - . PAULTAHA3U, UMCTDR SISIFACE WATER MAHA13k3 OIT t?4Y MN SUW MERFIRLD RAVINE STABLIZAMN era (SR 159 & 161ST AVE SE) STRUCTIktAL DIxiAL$ a 'N1J A. FAFIN—R4 _ ♦A PAO;EGT W - Fe9a07 =RVEY N0.23-?A-S-A SHMT 0 OF 12 . .OAK - 20--971 TASK 3 FIELD INSPECTION Field visit were completed on February 14, 2008 and August 29, 2008 for this study. The site and its downstream area are walked. The site was developed as a mobile home park during 1958 to 1960. There are approximately 40 mobile homes in the site. There is a stream running along the south and west boundary of the site. The SR-169 south side ditch runs westerly along the north boundary of the site. Onsite runoff drains to a ditch along the south side of the SR-169. The proposed detention/wet pond for this development will be located in the northwest corner of the site. The outfall of the pond will discharge to the SR-169 south side ditch near the northwest corner of the site. Along the frontage of the side, the ditch is approximately 3' to 4' wide at the bottom with 2:1 side slopes. There are two 12" concrete storms and a type 1 catch basin at the site entrance. At approximately 70' west of the west edge of the entrance, there is an 18" concrete culvert crossing under a short asphalt driveway. Near the west property line of the site where the stream (0313) joins the SR-169 south site ditch, there is a 36" CMP culvert that crosses under the SR-169 and discharges to the wetland area inside the Cedar River Flood plain. The outlet of the 36" culvert is approximately 300' away from the river. The river surface is approximately 100' wide along the frontage of the site. The 118.5' long 36" culvert has a slightly reversed slope of 0.2%. The inlet invert is at 117.02', while the outlet invert is at 117.27'. Due to the reversed slope, the inlet of the 36" culvert is nearly buried by sediment. West of the 36" culvert, the SR-169 south side ditch starts again along the frontage of Valley Faire I draining to the west. There is a 24" CMP culvert crossing under 1615t Avenue SE. It drains westerly to a type 2 catch basin at 161" Avenue SE and then to a 36" concrete culvert that discharges to the SR-169 south ditch that drains westerly along the frontage of Valley Fare I. There is an 18" CMP culvert crossing under SR-169 approximately 20' east of the east inlet of the 24" CMP culvert and another 18" concrete culvert crossing under SR-169 at approximately 200' west of 161" Avenue. Thus, if the 36" culvert is under capacity, the SR-169 south ditch will continue drain to the west and cross under SR-169 northerly at the next downstream culverts. At approximately 3000' west of 161" Avenue SE there is another lamer stream crossing SR- 169 near 149th Avenue SE. At approximately 800' west of 140t Way SE, Cedar River crosses SR-169 under a bridge and drains to the south side of SR-169. Thus, the SR-169 south side ditch also drains to the Cedar River directly near the bridge. There is a water quality wet pond for the Woodside at McGarvey Park Division 5 and 6 located south of the site. Water surface of the pond is approximately 350' (north to south) x 80' (east to west), water quality depth of the pond is 5.35' according to the as - built drawing. There is a 36" culvert that discharges into the pond near the north east corner of the pond. The outlet of the pond is located at the south side of the pond. There are 72" diameter manholes with beehive tops (overflow at elevations 485.40 and 485.50) located at the south edge of the pond. The west one has a weir in the middle to control water level (overflow at water quality elevation 484.50), it has a 24" pipe inlet for normal operation and a 12" pipe inlet with shear gate to empty the pond. The weir has an 8" drain pipe with shear gate to empty the pond. This structure has a 36" outlet pipe that M drains easterly to the east manhole. The east manhole is a primary emergency overflow structure with a 36" outlet pipe. 100 year water level is 486.20. The 36" outfall pipes runs southerly, then westerly to an 84" diameter type 2 catch basin (MHQ101). This catch basin also picks up runoff from the Summerfield Creek and runoff from a detention pond and a wetland at the west. The catch basin has a 24" outfall to the Summed eld Creek and a 2595 linear feet 30" HDPE outfall that runs parallel with the Creek as an overflow bypass path for the Creek (Summerfield ravine stabilization project). Summerfield drains to sediment pond near the south cul-de-sac of 161" Avenue SE. The sediment pond has a 24" outfall that drains to a 24" storm line (for normal flow condition) that drains to the type 2 catch basin at the intersection of 161" Avenue SE and SR-169 and then drains to a 30" concrete storm that discharges to the drainage ditch along the south side of SR-169. The 30" HDPE bypass storm drains to a type catch basin (CB#1) near the sediment pond and then drains to another 24" storm line (for high flow bypass) that runs along 161" Avenue SE and drains to a 30" storm that crosses SR-169 northerly to the Cedar River. The two 24" storms running along 1615t Avenue SE has a 24" storm link at CB#2 to split flows. The water quality pond also has a secondary emergency overflow weir at the north edge as secondary emergency overflow path. Overflow elevation of the weir is 486.20, emergency overflow water elevation is 486.70, and top of berm elevation is 487.00. The weir overflows northerly to the stream (0313) that runs along the south and cast boundaries of the site. The south and east sides of the pond were constructed with cut, white the north and west berm of the pond were constructed with structural fill up to 3-4 feet high (keyed). The high flow bypass system together with Summerfield Creek and other storm system were design to handle the 100 year storm for the surrounding drainage areas. No capacity or erosion problem was found along Summerfield Creek from MHQ101 to the sediment pond. No sign of overflow was found downstream of the north overflow weir of the water quality pond. The berm of the pond is in stable condition. The overflow weir was designed with the capacity to handle the 100 year condition. The overflow elevation of the weir is set at the 100 year overflow elevation of the two beehive overflow structures at the south side of the pond at elevation 0.7 foot above the overflow elevation of the two structures. Thus, the chance of overflow at the dam is very low and the chance of the dam will broken is even lower. Once overflow happen at the weir, the 100 year overflow rate is approximately 12.77 cfs which will cause erosion problem in the unnamed stream (0313) and may cause flooding near the south side of the site. There is a ditch along the north side of the SR-169 between the street and the trail that runs parallel with the street. There are drop inlet catch basins at the bottom of the ditch every couple hundred feet. These catch basins all discharges to the wetland area in the flood plain of Cedar River. Other than the sediment problem (may be under capacity) in the 36" CMP culvert that crossing SR-169, no other erosion nor capacity problem was found in the downstream system within 0.25 mile downstream of the site. The 0.25 mile downstream point is located near the west boundary of the Plat of Valley Faire. OFF -SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANUAL, CORE REQUIREMENT #2 Basin: Subbasin Name: CP-dry vey Subbasin Number: Symb4l?r pane>i"ye: rIn� ``SIB ibis#ails �llschal' a Existllg ers Ptan#kal`3serv�ilans 1Qerlll of field li�e1��3 raaurce Ce�18 e�;:ur is�de t set math 7YPR §heat flp''a.s ple, tFeam; a ailna j h,...,1�'ep:>,p�, pond,rpeter suFfaoe area Cain s�l7 . et.11on, .. cpve�;; de t t of.s_ nsftivo rya volume a „- �... ' „ 320.ft i,Ff!I _ cRF�sfrfciion .uric �4�P,aci1 orlgIpul ye o ,;fi ; Jim ; tia� to or ` n s l�,.Rp! .@..3.. 9� !,mQ des�rllgtian, s�Qµl1119 bRn sl�z��tii.ij ; sedimentallotl incision .glher:erbsfprl �ii u? CY' ea, I#helino4d' �`ACQ41e ..., v I "w' a s : ode tial l t .hW,Y, �. Ci-.. gyp. _ 36 —f7.2 O 1 la - Se 360' v ayrq�S -- - {�-- A i�34� 68v'Lvr:c[>L z 5 60'---1 za' °lion & Z;--oblvpL t H�dG At 14-1 kA AV&-6�s l!ll05 TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS The downstream drainage system drains to the Cedar River. Other than the sediment problem (may be under capacity) in the 36" CMP culvert that crossing SR-169, no other erosion nor capacity problem was found in the downstream system within, 0.25 mile downstream of the site. King county record shows the following drainage facilities and drainage complaints within the 1 mile downstream range of the project site. xl411 \ r n- �g u ?W �o-,sat Renton le ''rL, , st,wnle � � 4os,nw. �Ir. rK sl l�, 1l•' �•�°fir fY _� _ -� '.'��, aW sE;mrs �4' I Bi � ae � � °E,rrlr, el % ��fr�.,.'! � g,sb13151 but �REUT7}I ktgr:F val lEa Ku .. �r _ I IE 1elSTa7 � F� 'F 4FOGo2 A: 'jj. r4 6E rPoNtRt iD36:et - - 7>nl„ � �ninna A sr i PZT1 �,or-a7tu � '•.. i nTnn19 d '•,_ �_". wPJ, to ri7?119 iVar _ n 4UR]Si6 IS 5 CF +ar, 6t � �WI]IC �} OP12i3 ,��YJG7i7/ LLry3 �rF'PS]] �, y4 r� JT,tl Iy A Tr 4 �, is imll�caa r, . o— seeae King County Drainage Facilities Map Renton " /\ CIS Vi1V�E- 6mfLAI T a LAN Sr' t dye tl 'tr:( �•°`.'°Y' 1 �!JL�L— 7E ti: sv�rMs� ��ri r; ems.,; ON Tn J— eenjSr. ldIvrgrPt p F it huESE 3t !. T. r5In-Lcyi►LoF Pro King County Drainage Complain and Surface Water Engineering Projects Map L Commercial Stormwater Facilities Rec Facility ID Facility Name Facility Address City pate Easement Dedicated !Right- Tract Facility Type Parcel 1 Accepted Tract of -Way . 1 i D98201 !Emerald Crest Mobile Home Park 15400 SE 155th PI Renton 0 0 0 Pond, Trench 2329780000, 2329780010, aka Condos ;THRU, 2329781050 1 1D98844 Aquabarn Apartments 115300 SE 155th St 5/4/2007 0 0 0 '2323059209 1 1 ; D96735 !New Life Church A 5031 Maple Valley Renton 6/13/1994 0 0 0 Bioswale, Pond, , 2323059021 j Hwy Trench 1 - DT0047 D4-009 14901 140th Way 5 0 1 b Tract Pond 2223059163 _ Residential Stormwater Facilities Rec Facility ID Facility Name i FacilityAddress ICityDate Accepted j Easement Dedicated Tract Right -of -Way Tract j Facility Type ! Parcel 1 D92884 AAA 2YR BOND Pioneer Place 1.15301 145th Ave SE7 0 1 b �S 1 Pond, Trench 680�-- 81200760I Neighborhood Drainage Projects .... -_.. • - - -- - -- _ - — - - - Roe I Complaint Tracking ID i project Address ' Project Status 'Year Completed 1 94-0447 15705 SE 157th St Completed 1994 Regional Stormwater Facilities Roe Facility Name Facility Type Type of Surrounding Sensitive Area Facility Address Project Number 1 ISummerfield Sediment Pond Sediment Pond jUnclassified Stream 16100 Renton -Maple Valley Road IDR0571 1 ISummerfield Ravine Stabilization Phase 2 Enclosed Drain !Unclassified Stream 16100 Renton Maple Valley Road IDR0573 1 Summertield West Drainage Improvement` Enclosed Drain' Unclassified Stream 15705 SE 157th St IDR0574 1 --[Madsen Creek Sediment Pond Sediment Pond !Class 2 Stream 14900 Renton -Maple Valley Rd DR0536 1 Madsen Creek Overflow Channel ;Channel •:'Class 2 Stream 14900 Renton -Maple Valley Rd IDR0535 - - - --- ----- ----,---- ___...-- -- - - - - ---- 1 !Madsen Creek Habitat Channel Channel 100 yr Flood, Class 2 Stream 14900 Renton -Maple Valley Rd rDR0534 — Surface Water Engineering Projects Roe Project ID Number 11 Project Name --- Program Start 1 � 1 g Project StaYear Project Finish Year � ------ ---- - - 1 BF1095 Cavanaugh Spawning Pond SHRP 2001 2004 -- 1 f 1L2085 1Yost iNDAP .20D4 1 1186317F ! Madsen Creek Monitoring of Ravine project ! LCIP 2005 i Surface Water Engineering Projects Rec Project ID Number Project Name Program Project Start Year Project Finish Year 1 186317F A i Madsen Creek Northwest Tributary Stabilization -- -- - - ... ........... _..._..__ LCIP ......... 2004 1 86315F Madsen Creek - Bell Diversion Modification LCIP i 1999 � 2001 1 313E 6 Madsen Creek Drainage Conveyance Improvement to West Trib 1 LCIP 12001 2003 1 — 86313E Madsen Creek Regional Detention Pond LCIP -2005 1 186314F Madsen Creek East Wetland overflow LCIP j 1999 2001 Drainage Complaints Rec Complaint No i Problem Type r Read Date Glose Date ! Address PIN Comments 1 j 1990-4589 FLDG C - - 012/1990 3I2311990 1SE 16405 MAPLE VALLEY HW 1232305902911CLEVENGER STORM EVENT 2 1990 0638 ER051ON ICL 2/19/1990 12111l1990 115273 BIRCH DR _ - - - - - - 2323059029'CL#12911 WONDERLAND MOBILE PK DUE OCT 3 j 1990-0692 1 FLDG ICL 12/2811990 11211111990 Ill5277 BIRCH DR 12323059029 iCL#12942 WONDERLAND MOBILE PK DUE OCT 1 11990-1128 FLDG CL 7/1611990 10I411991 1SE 1612fi 156TH ST -1, 8856890310 WUDSLIDE CL#13375 1 1 99 0 002979EROSION IC 1/1111990 2/1211990 Ise 16136 156TH ST 8856890300;'SUMERRFIELD RID PONDISTROM 1 `1990-0589 FLDG I C 2/12/1990 1312311990 ISE 16405 MAPLE VALLEY I-IM23230590294CLEVENGER STORM EVENT 2 1990-0638 'EROSION 'CL 21l911990 12/1111990 '15273 BIRCH DR 2323059029 CL#12911 WONDERLAND MOBILE PK DUE OCT 3 1990-0660 MUD C 1/1211990 '2/28/1990 SE 16131 156TH ST 8856910050 IN DITCHITRAILER PARK/ STORM :4 1990-0692 FLDG CL 2/28/1990 12/1111990 15277 BIRCH DR 2323059029 CL#12942 WONDERLAND MOBILE PK DUE OCT 1 2000-0288 MMG C 4/26/200095/18/2000 '.SE 16115 156TH ST 8856910020 TOPPING OF TREES WkTHIN SLOPE EASEMENT. 1 1999-0065 PLG POND 1I2211 11999 2l511999 i 15608 167ST AVE SE 8856890290 SEEPAGE GROUNDWATER IMPACT PROPERTY ! 1 MU�— 1994-0552 -DSLIDE ?CL 2/6/1990 17/19/1990 iSE 16104 156TH ST 8856890350ICL#12836 SUMMERFIELD 2 1990-0598 FLDG/MUD(CL 2/8/1990 7/19/1990 FSE 16104156TH ST 88568903501CL#12874 &#12836 SUMMERFIELD 1 1990-0256 SLIDE jC 1/1111990 Z2811990 I,SE 16020 156TH ST ;88568900101SUMMERFIELD R/D POND FAILURE/STORM 2 11990-0653 �LIDE ;CL 2122/1990 7l1911990 SE 16020 156TH ST 8856890010',CL#129211SUMMERFIELD 1 ;199Q 290 8 ;EROSION IC 1/11/1990 12/28/1990 '15603161STAVE SE 18856890270 SUlV1ERRFIELD RID PDNDISTROM 11990-0208 IMUD IC 1110/1990 11/1/1990 15604 160TH CT SE I8856890250 SUMMERFIELD POND FAILURE/STORM 2 1990-0654 IFLDG/SLD CL 2/22/1990 171191199b i15604160THCTSE 18856890250 CL#129201SUMMERFIELD �1 11990-0136 IMUD C 119/1990 I11111990 15610 160TH CT SE I8856890240 BERESFORD CLMISUMMERFIELD WASHOUTISTORM'. 2 11990-0137 fMUD IC i1/911990 i111/1990 115616 160TH CT SE 18856890230 BERESFORD CLMISUMMERFIELD WASHOUTISTORM? 3 11990-0480 (FLOODING ICL 11/30/1990 17/19/1990 15610 160TH CT SE i8866890240 CL#12826 SUMMERFIELD � 199D-0137 IMUD IC !119/1990 1111/1990�115 16 616DTHCTSE 8a56890230 BERESFORDCLMISUMMERFIELDWASHOUTISTORM'. # - T6TEOnNLL� P-E1.fVkar I Drainage Complaints Roe , p l Problem Recd � Close Date i Address PIN Comments Pe Date 1 - CLI1I2511990 7/1911990 �-------�__,._,.-----..,_____._.____-__-_____-.__--.-----------___.-__------------------------------- 15620 1 60TH CT SE 18856890220 i CL#12810 SUMMERFIELD -- 1990-Q476 `FLOG 2 2002-0374 f DTA ..-_ .--- - IC 5/14/2602 ,111812002 - - - ..... --- -- - -- 115620 160TH CT SE 18856890220 YYARD AT TOE OF SLOPE. SEEPS AND SURFACING GROUNDWATER IMPACT TO LOT. a 3 IR 5/28/2002 ',111812002 15620 160TH CT SE 18856890220 'YARD AT TOE OF SLOPE SEEPS AND SURFACING GROUNDWATER IMPACT TO LOT 12002-0374 DTA 1 �- CL i 1/29l1990 'i 7119l1990 i15621 160TH 'Ir8856890210 ?CL#12818 SUMMERFIELD i 1990-D477 ! FLOG 1 1990-0100 �- MUD IC ;111 99D 1!1! p 1/1/1990 115617160TH CT SE 1,8856890200 SUMMERFIELDR/D PONDISTORM 2 1990-0708 EFFL G1M ICL 3/2/1990 711911990 115617160THCTSE 8856890200 ',SUMMERFIELD/CL#12952 1.__.._ 11990-0100 jMUD- 1C 111011990 1/1/1990 15617 160TH CT SE 8856890200 SUMMERFIELDR/D POND/STORM- - ------ - - --- -- -------i 2 1990-0622 jFLDG - CL 12115/1990 7/19/1990 115613 160TH CT SE 885689Q190 ICL#12901 SUMMERFIELD 3 11990-0708 1FLDG/M �CI_1312/1990 7/19/1990 15617 160TH CT SE 8856890200 �SUMMERFIELDICL#12952 !DS 4 1990-1688 SILTS C 12120/199 1/7/1991 0 15613 160TH CT SE 8856890190 HOLDING POND FULL OF SILT S/SUMMERFIELD 1 1990-0622 iFLDG �CL �2/15l1990 I7119119905613 _ - 16QTH GT 5E 18856890190 GL#72901 SUMMERFIELD 2 1990-0869 FLDG CL 419/1990 17/19/1990 _ - 15607 160TH CT SE '18856890180 CL#130631SUMMERFIELD 3 1990-1688 SILTS C 12J20/199 10/1991 15613 160TH CT SE 8856890190 HOLDING POND FULL OF SILTS/SUMMERFIELD !0 1 2002-0631 :DDM !C '91912002 1130/2003 15827 SE 156TH CT .8856920120 OPEN CHANNEL CONVEYANCE POSSIBLE RESTRICTION IN CAPACITY DUE TO SEDIM ENT BUILD-UP yL �C 2 2002-0631 DDM IR 11111/200 1/30/2003 15827 SE 156TH CT 8856920120 OPEN CHANNEL CONVEYANCE POSSIBLE RESTRICTION IN CAPACITY DUE TO SEDIM I ! 12 i ENT BUILD-UP 1 "994-0447 ]FLOODI - C �5f111994 I712911994 ........ - -- —----- - -----._�. SE 15705 157TH ST 18856920180 'VALLEY FAIRS III SYSTEM NOTWORKING NG I 2 1994-0447 FLOODI N 12/15/199 11211611994 !SE 15705 157TH ST 18856920180 'VALLEY FAIRE 3 TIGHTLINE NG D 14 A ! 3 1994-0447 FLOOD] R 7129/1994 112115/1994 ! SE 157Q5 157TH ST 8856920180 i VALLEY FAIRS I I I SYSTEM NOT WORKI NG NG N '4 12006-0440 THE IFC 616120 6 1912006 1SE 15705 157TH ST !8856920180 !Fallen tree inlneor KC project. Inv found tree down in channel of DR0574. Rick L says homeo S 1 wner responsibility to remove. -*- - parEdneEue-yr- Rec Complaint I problem Type Reed Date N_o _ 1 1997-0057 IPIPE C 1/211997 2 1998-0634 SPRING C 19/2411998 3 1998-0634 SPRING !NDA 19/2811998 ,4 i1998-0634 !SPRING ;R r912811998 15 1 1999-0185 I EASEME C 2/1/1999 NT 6 12001-015 M i C 13/14/2001 I Drainage Complaints Close Address i PIN Comments Date 1/13/1997 ISE 15619 157TH ST 18856920190 iSEDIMENT IN RAVINE 912811998 ISE 15619 157TH 18856920190 ;GPR INVOLVED PREVIOUSLY TURNED TO R 1012611998 JSE 15619 157TH T885fi920190 IGPR INVOLVED PREVIOUSLY TURNED TO R 9/28/1998 ISE 15619 157TH 8856920190 1GPR INVOLVED PREVIOUSLY TURNED TOR 31411- 999 -15E 15619 157TH ST !8856920190 !ERROR {CMPLNT MEANT TO CALL RIDS} 3/2412001 7 2001-0152 DDM 1R i312412001 '1121111900 8 2002-0421 MMG I I FCS 8131200 6 2002 i 9 2003-0435 TWNM i. C -- 7:1 1712512003 10 I2003-0435 �MNM R 17/2512003 5/19/2004 11 12003-0435 !MNM ,NDA- 15/19120D4 Q 12 2003-0435 :MNM NDA- 9/1612004 F 9/16/2004 ISE 15619 157TH ST 18856920190 I NO INVESTIGATION REQUIRED. HISTORIC SITUATION. WILL TURN TO AN R FOR +POSSIBLE NDAP CONSIDERATION SE 15619 157TH ST 8856920190 NO INVESTIGATION REQUIRED. HISTORIC SITUATION. WILL TURN TO AN R FOR I POSSIBLE NDAP CONSIDERATION _ - - --- - - ISE 15619 157TH ST 18856920190 3 REQUEST TO REMOVE DANGEROUS TREES FROM OPEN SPACE AREA. RESEARCH INDICATES OPEN SPACE 15 OWNED BY HOMEOWNER'S ASSOC. NOT COUNTY PROPE i RTY 115619 SE 157TH S 8T 856920190 REQUEST TO REESTABLISH DRAINAGE CHANNEL BETWEEN PROPERTIES I15619 SE 157TH ST i8856920190 1 REQUEST TO REESTABLISH DRAINAGE CHANNEL BETWEEN PROPERTIES _._.. 115619 SE 16TTH ST 18866920190 !REQUEST TO REESTABLISH DRAINAGE CHANNEL BETWEEN PROPERTIES 12/1/1900 15619 SE 157TH ST 8856920190 REQUEST TO REESTABLISH DRAINAGE CHANNEL BETWEEN PROPERTIES c 13 .2007-0296 ; RFN C 4/23/2007 I812112007 SE 15619 157TH ST 8856920190 Runoff from greenbelt into yard. Open NDA-F 03-0435. Additional TA. 14 2007-0296 RFN R 5/3112007 8/2112007 SE 15619 157TH ST 8856970190 Runoff from greenbelt into yard. Open NDA-F 03-0435. Additional TA. - SWALE MAINTENANCE REFERRED TO REGIONAL STORM PROGRAM. PROVIDED TA F I OR ! ADDRESSING SEEPAGE FROM HILL BEHIND HOME. 1 �----- 2001 0776 DDM �� ' 1/11/2002 SE 15601 157TH ST C 12/312001 �� -APPEARS �8856920230 !APPEARS TO BE SURFACING GROUNDWATER AS A RESULT OF SOME MINOR SLOPE CLEARING. ;! 2 .2003-0826 DTA C �11l1912003 1111I2003 ! 15643 156TH PL SE 1 8856920240 WATER SATURATED YARD, APPEARS LOT DRAINAGE NOT TIED TO DRAINAGE i cvc=RA j 1 12003 0826 DTA "/1912003; 111112003 15643 156TH PL 5E I8856920240 WATER SATURATED YARD. APPEARS LOT DRAINAGE N07 TIED TO DRAINAGE SYSTEM. 4 - varr-c �fn Lev I Rec I Complaint No Problem 1 1993-0210 DRAINAGEIC , Type 2 j 1993-0302 Y W DRNG 1 ---.1993-0210 DRAINAGE -rC ICL 2 I1993-0302 DRNG ICL 1 8891j 015-6 - j DRNG C ICL....._.._. 2 I1990-0776 FLDG - �1 )1990-0555 �MUDSLIDE ICL 1 1993-0109!FLOODING IC ,2 1993-0109 ;FLOODING TRN 1-�2003-0804 'WQAI WQA -, 022 07 0148 RFN ! ' /FCC j -. _. ...._......._.-j _ __. a 991 S 0634 ,DUMPING /FCC r3 4 12001-0092 MMG /FCC '1 1999-0445 MAINT 2 2001-0161 MMG Drainage Complaints Recd Date I Close Data Address i PIN Comments 312311993 151311993 15613 156TH PLACE - --- _. 885$920290 1 CRAWLSPACE !CLOSED TO CLAIM 9.... 4/26/1993 19121/1993 15613 166TH PLACE SE . '8856920290 MAYBE CLAIM #16155 312311993 151311993 15613 156TH PLACE 8856920290 iCRAWLSPACE /CLOSED TO CLAIM 93-0302 4/2611993 19121/1993 15613 156TH PLACE SE !8856920290 ;MAYBE CLAIM #16155 3/1011988 3116111/1988 SE 15900 156TH ST 18856890090 1 C/B - CLOGGED DRAIN 3/22/1990 7/19/1990 iSE 15900 156TH ST 8856890090 18UMMERFIELD/CL#13011 21711990 7119/1990 iSE 15854 156TH ST 18856890110 !CL#12853 SUMMERFIELD 2/4/1993 12125/1993 15533 156TH CT SE 8856920330 !VALLEY FAIRE CRAWL SPACE 2/25/1993 1412/1994 `.15533 156TH CT SE l8856920330 !YARD PONDING NOT NDA SINGLE PROP SOURCE 11/1112003 16/30/2005 SE 15400 155TH PL 2329780000 WQA PER MCL 2/2612007 131812007 SE 15400 165TH PL SP1 2329780000 :Condos flooding D98201? Inv found 2 issues. D98201 pond outlet blocke d by leftover BMP filter. Neighboring condos still under DDES. 9/2111998 19121/1998 SE 15400 155TH PL 12329780010 DUMPIN TRASH IN POND POND MAINT REQU 2/9/2001 412001 SE 15400 155TH PL ;2329780010 'CONSTRUCTION OF DITCH ON ADJACENT PROPERTY. PICKS UP SHEET FLOW FROM HILLSIDE FCC 6l311999 8/19 6/299 -8119 ---_- SE 15400 155TH PL 2323059185 POOR CONDITION OF MITIGATED WETLAND FCC 3/16/2001 3130/2001 SE 15400 155TH PL 2323059185 REQUEST FOR INFORMATION TO COMPLETE MCL REQUIREMENT S. y 3 2001-0193 WQ13 WQC 4/312001 4121/2001 SE 15400 155TH PL #60 2323059185 ALLEGED DISCHARGE OF OIL POLLUTANTS INTO DRAINAG ESYST EM. INVESTIGATION DID NOT CONFIRM PROBLEM .4 ,2003-0869 1 REM IF] 7/1/2003 3/24/2004 ISE 15325 155TH PL 2323059185 Total Lot Area = 388,787 sq ft (8.93 Acres). Totai Impervious Surface = 3 1 2003-0876 ! REM 1 FI 2 2004-0325 j WQAI 2004-0505 �MNM I IFCS 1 ! 2000-0700 DCA C ':2 MNM FCS 3 �2005-0142 IMMF C 10.294 sq ft (7,12 Acres). Total Percent Impervious = 79.8% = Rate Cate " gory 6 Heavy 81412003 1312412004 -1 152ND AVE SE ! - - 1571 2323059021 Total Lot Area = 2,401.898 sq ft (55.13 Acres). Total Impervious Surface = 296,711 sq ft (6.81 Acres). Total Percent Impervious = 12.4%= Rate C ategory 3 Light 212612004 ;9127/2006 115031 MAPLE VALLEY H 2323059021 'WQA FROM MCL REQUEST 1WY $12512004 3/30/2006 & 152ND AVE SE SE REN 2323059021 Work Authorization to mow & remove sediment ;TON MAPLE VALLEY RD 10I13/2000 1 -_..._10134120D0 5E 14645 RENTON MAPL '2323059020 11 �---- ------- -- -- — - — 'PRIVATE DRAINAGE PROJECT AT WONDERLAND MOBILE HOME P E VALLEY RD ARK. SITE STABILIZED AND TESC INSTALLED 6114I2DD1 6122l2001 14 645 RENTON MAPLE V 2323059420 CONCERN REGARDING KIDS PLAYING IN POND CAUSING DAMAGE ALLEY HWY 317120D5 13/15/2005 14645 RENTON- 2323059020 Ditch backing up onto Wonderland Estates Mobile Home Park. Investigati MAPLE VALLEY HY on found ditch located along SR169 draining from uninc KC to Renton. P I 2005-0142 MMF 114645 RENTON- R 3/15/2005 T4 13/1512005 MAPLE VALLEY HY I SE 14615 RENTON- 1 i 1996-2061 FLOG R i 12/13/1996 1/12 44 997 I MAPLE VALLEY HWY 1 1!2006-0069 ;MMF JFCS 1/1212006 T121111900 115247150TH LN SE 2 :2006-0684 MMF �FCS �1116l2006 T12/2112006 i15247150TH LN SE 1 2007-0138 WQB 1 2001-0525 'MNM 11 1990-1673 EROSION s 2 :1997-1282 FLOODING .1 1999-0797 'FLOODING 1 1990-0590 DRNG 2 11996-1661 ?SILT 1 :1999-0797 FLOODING 1 1996-0002 EROSION 1 1989-0252 SLIDE art of WLRD regional facility. Cannot dredge now due to fish. Scheduled f or assessment/maintenance this summer. 2323059020 Ditch backing up onto Wonderland Estates Mobile Home Park. Investigati on found ditch located along SRI69 draining from uninc KC to Renton. M ay need maintenance, but there are salmon fry currently in channel. 2223059018 � ----- - -- - -- 2323059123 2323059123 East levee of channel overflowing. Threatened house. Crew called in to b uild up levee and pump yard WCIR 2/16/2007 �,121111900 115202 149TH AVE SE 2323059010 FCS W3112001 — 11121111900 149TH AVE SE & SE JON -- 2323059032 I ES RD C !12I2011990 ' 1/711991 _... _._._._...----- jSE 149Q8 JONES RD .-._..- - -- - -- _...--------------- 2323059133 CEDAR RIVER BANK IC 812611997 - 8/2711997 115016 149TH AVE SE 2323059133 INFO REQUEST REGARDING RD BRIDGE PROJ !C 11/1211999 �' 8/1712000 ;1 3 149TH AVE SE 2323059097 ! PROP FLOODING DUE TO STORM AND SEDIMENT — C -_ —_ `2/12/1990 3/1111990 ----- ISE 14933 JONES RD - — -- --- - - -- - - - _ ._...... _ 2323059088 iBACKUP INTO MADSEN CREEKISTORM 9l16/1996 10/18/1996 j 15017 149TH AVE SE 2323059088 ' STREAM BACKUP BECAUSE OF BEAVER DAMS IC 11/12/1999 18/17/2000 115031 149TH AVE SE 2323059097 'PROP FLOODING DUE TO STORM AND SEDIMENT C 1/2/1996 1/511996 14900 135TH AVE SE 2223059036 BANK EROSION -RIGHT BANK CEDAR RIVER X 4/17/1989 5/4/1989 SE 13601 MAPLE VLY HW 2223059012 NEAR CEDAR RIVERIREMOVAL OF MATERIAL Printouts from King County show that 95 downstream drainage complaints were filed with the County since 1988. After screening these, we find 31 potentially relevant complaints. Copies of these were obtained from King County records and reviewed. We find that only 5 of those show any potential to be aggravated by flows from our site at the time of the complaints. All 5 have since been addressed and solved through improvements prior to this application. Relevant downstream complaints: Complaint No. Recorded date Closed date Address PIN 1996-2061 12/13/1996 2/4/1997 14615 SE 2223059018 Renton -Maple Valley Hwy 1997-1282 8/20/1997 8/27/1997 150161491 2323059133 Ave SE 1999-0797 11/12/1999 8/17/2000 15031 149 2323059097 Ave SE 2005-0142 3/7/2005 3/15/2005 14645 SE 2323059020 Renton -Maple Valley Hwy 2006-0684 11/6/2006 12/21/2006 152471501 2323059123 Lane SE See attached map for Iocations of the above complaints. The above relevant complaints have been closed. A book of the 31 potentially relevant complaints is provided. Only the sediment problem at the 36" CMP culvert remains a problem. At that location, a stream from the site and another stream from Plat of Valley Faire plus the runoff from the south side ditch of SR-169 all joins at this point and crosses the SR-169 through the culvert. The reversed slope of the culvert creates sediment accumulation at the inlet. The lack of stormwater treatment facility in the mobile home park site also contributes to this problem. Page 1 of 1 479A, - 9Anl- Ceder Rfver .�..- ➢All 9r35 wig_ j -`--- 4�11. mm { tr \ - •,` Pf41 Renton J \��, j'2, pP� 9fOr 1 (�P� \ 9142 g 9Ap7 8192 0 r I[ j 9ffs � 9a� 3 9v67 � 4 rr 0191 !lx l , ` �7l ' yew _ 9135 '- Dd,,2 .., a 11{ r PON �f9139 'Old lA6v •4r� cw}v PAR y ^a y� `s 6 F 03W x 9'))6 DOn6 DMIO j C�VMPLAIiV c9g6 _ z061 !lM 06r9 N" 133Q }4r8 � 10rA o 'h 0630 6asv ww -'ueov �' arrB ? nrf� i'%�' vrn °/K' As}v osn vsao vsry r+cs rrw '?o�,u 06:9 A796 0f9t7 06N ::. 11 r0 SL lfrl Sz - - W c� Ufi6U '.� Ol3A rifA tar5v B}}v o06o i �,ip�: um O P30 109tl hlib irpr6 IU60 x. vim O,w OBrO P1�I ➢A22 9156 �"� _ fl@'A' WPO - Y1�111 DR. 0➢kl 1 B'A WSB W30 1� 9424 fC}lfM R+q Caunfy -- `Ba OB!A ME ml R,!�Lt VAA [ Dowtl5Tr,,,i7�J)4jx/AG�- Golf pL. JV http://www5.metrokc.gov/output/stormwater_mapper23332257225136. gif 5/6/2005 KING CODU-,Y SURFACE WATER MANAGEMENT DIVISION DGD DRAINAGE INVESTIGATION REPORT Page 1: INVESTIGATIONREQUEST Type _ Received by.Z. �^„� L� Date: 1� ! OK'd by: File No.��� r - Received from: (Pisase print pWny for scanning). - (Day) (Eva) NAME: r Q ADDRESS:! i cd/� /sTOn/ _ City PHONE..Z77 _ ��,Z State Zip Location of problem, ff different: rtl ,� oic.� � ��f_t�if— Reported Problem; Plat name: Lot No: Block No: Other agencies Involved: No Field Investigation Needed QnftWsj .,dg�k"lci�#:ac'i�r.'fyF3ltlri_a�"�3k�ii7l#�i�;��13k'.xE1}'3E' •'� +;#�tr#Ffl;#i�3kiF9rik"fi=i��i�eit'a4�`.ik:�kk�'34:ih'ri?�i1E* xc..vsa'.G.„,l�.,prr�r'r.�.vir",'•"•r�'x..7'.r t •az ....c;r.:c;.Y... :'�t� . i� .�'FS_ ;..[i<;Y'3`.' .:o•ati'kii'p.\ SiXL.v��0' (5, 06 Parcel No. c� .� � � d���Q �� Kroll Th.Bros: New 1/4 s T R Old Basin Council Dist /pL Charge No: 'ESPONSE.• Citizen notified on by /"( phone ` letter _in person ?e GoT �.e,9-f TMC- S77,1f7"c C t7Y. Aj-6 H.-7o for 62g,ot-6 /cRicrrT r� �Cc�,•- rEf� C�� -��c. I ��D•=•aT Know ! t D (g B v T M'Ely T ff f9 r *M , e/ Wf/ ,o 967--e— lC—(, w r TH /eO— iG l 4�,— �¢7` ISPOSMON: Turned to On by OR: No further action recommended because: _ Lead agency has been notified: Problem has been corrected. _ No problem has been identified. Prior investigation addresses problem: See File # Private problem - MDAP will not consider because: Water originates onsite and/or on neighboring parcel Location Is outside SWM Service Area. _ Other (Specify) - )ATE CLOSED: by: %� I� DEVAK I AiLIN I' OF PLANTNIN&BUILDW&PUBLIC WORK� FOT—j—R'f,;f FLOOR 200 MILL AVENUE S0LTFH REMMN', WASH[NCTTON 98055-2189 FAX: 235-2541 Comments: Per our discussion: If you have any questiotiss please call me, A Ach One in exacnee An 1918 in now tbackin.,, ,fj - Lmd Uegira7Q to Pood yq of n 5! Mowry do: to a co Iulat nA i'ffwuik done yTt'1(; 5.aP- ..D:fp`it-ic7a%: ofTC:'; Spilri: iCl;- Ou Liigh`:y A she City G 'RenoI s golf cow -se cans-,ruction- 0 6 my "Nbon f a rq"Io Zf P'r!` 1Z,,v,- :o ata,cv 1s th, 2a.!.• ; ;vf`:.'��:: .:._�.y�..z.. ACt:tom% and ihr.� P-,t '6C In -ll pan [ }i_}v berm hut `; orl '^:'?ri �` �� 'tis c t'�,i `- i 1611ow Lip :'-Md rli;'d a VV��' to sty,, ".Qi„1 r. '�•t . _ �I i� i' �; , � I: •I I tcY v f6i YoLLi ii"i.'. art % t�'f i: i]V;'d on OR Propo y swee 1918, and my the :a ct vO ntiflir(' Ivly forsixtV _ 1 .t: 'r'liri S;GI cer•� �t produce in the Pilkt,,Y 4aCf' i14tt .s... s sunani coq, id'.,i has ? 018 and has proceeded as ,ntj!CK'ed on the tTSap '.,Li,tij it t'. lesi iwi: -. a , il%i'z he, _ :cul:+:?wliden of .cLJapic ViAc 1-f ir'.-hnv<is Showing die cn �guhig to uhc 1-fta.:a.cz•?nce uI dos chalwel is wic- "act the Tail old -,1 19-.10 Paid I("C caiu Ina"A L)i the for lowtI:i.'g culvL'tfs Chid c: the r ;t:::t,ad bed because of thc';{ rcoogn,itioii that, watei 'r`,' : tuchng up at t}lal t me. Tho crost for such %work at that t: Ii� '+4` i� S5040, ;1: d we Cac'h paid $250 of tie eo51,. 1 hG drakiu e ,fite_+: used w ran alony the north Ne of the railroad traces until about two yen, ago vVen t-ie 1)epwrt>_rtcrtt of TraliSpoti Latiwi crtated a ditch lire a!an.g the soiA At Ofthe loll} . d tr,-cks and then thxoLigh a c'uWan at W edge of the go!f CCUrsc wlh' re it Lhe'l1 1"ttr,res(1 ba&- into thn pre.' —Jo iS corridc'?' fb: & inage to thl� Ctedaz' r'Liv?r. Due to of tlic irolf course and work that 1i�4 rce dor,�; can th>~ Sil'1'Ip,sf ed rpg iol�all park facility, ffiIr,. rile' lrli`.r�.dor ftom the railir)ad tjacv'k_ , ftiN -ivtr has lbeen parnaQ idled in r"sad no lorig;C., We volume of +gate' Tir,^r='�,c�r-'c,•' ='r, -r4fF-±* �1,:� 1 have patUntiy ph sned a tj talkw. C' _iffvrtnt people over the last t:ightoen rn-�)lths and evmyane has Weri very cooper, t e, but either they have done noddy, or ha.vt: stated tl-Iat Iny corxc�ms were not their probl;_.P--' or of %symore, sazrleone eise`s, Nify wife. anal T are the (ones being damage 1. In fact, in th:. Wt.-n, rods ofJ�Liu ry and f=clozaary of 1996, a drain field of onus ass fiChaded and Q.waI. d ! rn'- (-M-S f'nr rtlir !` grad-, and Whof King- S 7 1 -,, i g �', n 1,11 0 T t h t Cif 0 TZ R! 0 R U 10 t� I Uppy In Mabolki on, KnOW OWnt vvndml N NI, due C,) th:,, NIS svis 'InAnaos so -h2t it nn W"Ov Q�rhnn; Ov it ha- fir ny"r "qvndv.Fvv v?rs 1 1 T I I - 'n :n a v vkv weckq who vAll ii.1ke Fp T t n - -o 7 i � -:�itiriL thi,: p: tnti, as -'Lv �nd Aimbaring tho impan on lay PMPCAY. it as An uVwWAY! OR we Acmi rim c Mung Whes or) ourpiopoi,ly ii,,, v,--- L,%��r ..MY wncz Dh- Or m xxinxi if on n: Wy m11 ofxhnch n(,z:d, to ,,; , t. "M VA two On revnWAR &W AdAg WS of Aph nM TM you Or youl- (. 'al - W :F,11 �Al c )f iti11iri,io;3 E-'",:,L,.i,4d, LtLxL-1-i Kinu Coumy Ant Hap, MY Ccjllr-Lcil Kenr Coal-.Iy CULLnQill R-o'be,rt A joz�tqjhson, PE. An, nv IWAg & UK Cacrfnadon, P,i(-k L,emin, PTPSidCflt, Richard Haysom, Maimtcnar,(-.� Lea ci. Dcpt- of Transportation 4 SUB-BAS N A X, i / December 23, 1996 To: File Fm: Brian Sleight RE: Dotson Complaint 96--2061 I met Mr. Veenhuizen at 1:00 today. He showed me an old photo that was hanging in his living room. The photo was either an aerial photo or was taken from the north side of the Cedar River valley. It showed the Veenhuizen property from the mobile home park to the just west of the ditch in question. Mr. V. explained the drainage pattern using the picture. He gave me a brief history of the drainage in the area. He said that he had recently received a letter from the state which he thought would solve the problem. The letter stated that the maintenance section for that area had been made aware of his concerns and that someone would take a look a the problem. We then drove to the ditch.. Tree ditch is heavily overgrown with blackberries. Mr. V. said he had spoken with the contractor who was building the plat to the west and they had come to an agreement to have the contractor clean it as soon as Mr. V. received permission. We went across the highway to look at the channel along the old railroad right-of-way and the channel that Lead to the Cedar River. The channel along the rr was overgrown with cattails but appeared to be flowing okay. The control appeared to a 12 inch cmp culvert under an access road for the golf course because the upstream culverts had water ponding in them. I explained to Mr. V. that as long as the channel had more capacity than the 12 inch cmp culvert, the culvert would control the drainage. While we were there, Ron Ainslie, DDES, showed up. He knew Mr. V. and appeared to be familiar with the problem. I told Mr. V. that if problems still existed after the channel was cleaned, he should call me and we would evaluate the culvert under the golf course access road. Mr. V. wanted to show ron the letter from the state so Ron gave him a ride back to his house and I left. w 7i �:Mm vie AIWII-- —Q�— a lbrTeArp twnw ;won 71, YNOU have SIV funj -e us rono wc m on so nip; to nn 4&v xm-, IrI ,N\?�\1\\\M\\K,., King County Surface Water \�++�Management RECORD OF l.rrrtir ur lir.ti clunrtsrriu'rr TELEPHONE CONVERSATION CALLER: DATE: I d ` I `'i — 1 (, LOCATION: TEL. NO. TIME: %/`�2 TO: , ti% LOCATION: TEL. NO. SUBJECT: SUMMARY OF CONVERSATION:41 J a �,pp { J l e� �17N~ 1. ! . � n L.Lf�i �t /l ! I f � ,�.trn ll� A 1�s )) �� _j —/— . G��. �� r ACTION REQUIRED & DUE DATES: By: Fiie: Date: CC: W19:FORMI COMPLN TY PROBLEM TYPE OF NUMBER PE ADDRESS PROBLEM COMMENTS NEW "R 80-0031 C BRIAR RIDGE DRNG RETENTION/DETENTION OND 656J4 !-I- VV 82-0513 C 14243 SE 146TH ST LANDSLIDE 656J4 83-0390 C 14615 MAPLE VLY HW FLDG 140TH AVE SE/ PLE VLY HW 656.14 91-0223 C 14833 SE JONES RD FLDG WATER FR OAD/ICYRDDRNG 656J4 91-0239 ER 14833 SE JONES PLACE GRADING DIRT W NEAR BRIDGE 656J4 91-0655 X 13200 140TH AVE SE DRNG CCF# WM 0502-2 656,14 91-0655 NDA 13200 140TH AVE SE DRNG C # SWM 0502-2/NOT NDA PUGET 656J4 COLONY HM 91-0657 X 14306 144TH AVE SE DRNG CCF# SLIM 0419/PARK DRAINAGE 656,14 93-0944 C 14900 SE MAPLE VLY HWY D MAPLE VALLEY HIGHWAY 656J4 CONSTRUCTION 93-0992 C 14900 SE MAPLE VALLEY HW DRNG SEE 93-0944 SWARTZBALKER 656J4 94-0332 WQC 14900 JONES PLACE SE DISCHARG VACTOR DISCHARGE IN STORM?? 656J4 95-0329 C 15009 SE JONES RD FILLING CHK ROAD DRNG & GRDG PERMIT 656J4 INFO GROG 95-1120 WQC 14636 SE JONES P DUMPING EMERGENCY FLOOD REPAIR 656J4 95-1162 C SR 169 146TH DITCHES WSDOT HELPING RESIDENT REDUCE 656J4 FLOODING 96-0384 FCS 14937 SE NTON-MAPLE VA HY CREEK MADSEN CREEK POND SEDIMENT 656J4 LOAD 96-0384 RF 1493 SE RENTON-MAPLE VA HY CREEK MADSEN CREEK POND SEDIMENT 656J4 LOAD 96-0437 C / SE JONES RD 8 149T SE SLIDE 96-0950 15015 SE JONES PL CREEK 1122 C 14833 SE JONES PL BERM 1r _ jG 7� yL 656J4 LACK OF CONVEYANCE RD X-CUL 656J4 PVT PROP 656J4 ae-3ne -_ 1'1 t (/ 47J c4 . (� 1! S 1 t• n 1 h n r_ oa G y Vay nlo...r�r r�rui4 _ ti ICA r YIf YGtit J it N Q l yv] � - r. ava•�_.,� .�fSN �( �T N H f32B, 6T x o'>.� 1,4 E K 1 ;R x L.I d a �f 1' 1 M r r a! .f 1 cY a f �3 e r ZIP r ro D 6n ) LD U] oN m ;7W ni a x t e��0 1 � l h - o // Ul 1 _ O NN S� off' m KING COUNTY WATER AND LAND RESOURCES DIVISION DRAINAGE INVESTIGATION REPORT .Page 1: INVESTIGATioN REQUEST PROBLEM' Date: Received from: D OD Type �._/ lo� FILE No. 7— � 2 2-.. • //JJ , (Day) / r} (Eve) NAME: �C/,��1/ / J //1 /� PHONE e Z26. � ADDRESS:_ %J �/�(IJ — / "i (aE City State Zip (/J� L � � Location of problem, if different: Reported Problem: CALL FIRST ® (Would Like To Be Present) u * Zle-� �'A Plat name: Lot No: ;AG s Block No: Other agencies involved: No field investigation required ( 0 , 0 . Ft = (initials) To BE COMPLETED BY COi�1€'LAl[NT,PROGR,M�STAFF % n '/a S T R Parcel No.23 01� ` � 33 Kroll Th.Bros: New 656 Old 4-2Di Basin Council District 12— Charge No. .................................................................................................................................................................................................... RESPONSE: Citizen notified on e?- Z ?—ei7 by: 7° phone letter - in person Y"" v-yz��1`.t/� i `gvJ le j `� - 1 I A A-,C-RAAi'+� � � 8 X �ye eo+ rz5 (�� DisPQSITION: Turned to on l OR: No further action_ recommended because: T/ +by_ Lead agency has been notified: bv. Problem has been corrected. No problem has been identified. Prior investigation addresses problem: SEE FILE # Private problem - NDAP will not consider because: Water originates onsite and/or on neighboring parcel. Location is outside WLRD Se ee rea, Other (Specify): DATE CLOSED: 8 / By: r King County Department of Natural Resources Water and Land Resources Division Local Drainage Services Unit Basin LCR Council Dist. 12 Initials DCD Investigation Date: 8-25-97 Parcel #2323059I33 Name: WILLIE EMERSON Address: 15016 149' AVE SE City RENTON State WA Zip 98058 Phone: Day 226-8223 Phone: Evening Complaint #97-1282 Received 8-20-97 Assigned Date 8-22-97 Report Date 8-26-97 Thomas Bros. 656J4 STR 23-23-5 Facility # Maintenance Div. 4 Plat Name: I met with Willie Emerson at his traitor at 15016 149' to discuss his concerns about the Cedar River. Mr. Emerson did a project a few years back and raised his bank. Now the property next to his on the eastside is lower and the water is going across his property and flooding the neighbors to the south. Mr. Emerson would like to know what is going to be done once the bridge is removed in the next couple of years. He would like to see the County property filled to the level of his yard and bank so the water would stay in the river corridor. I walked the area with Mr. Emerson and explained that a roads project was in the works to remove the bridge and move the bridge upstream. I told him I did not know what the plan was to improve the bank in that area. The property next to Mr. Emerson is owned by King County. I will find a name of a person that Mr. Emerson could talk to about this project to find out what is going on and when the project would be built. No problem identified and will refer the complainant to the proper agency in charge of the Jones Road bridge construction. PROJECT AREA BY EMERSON PRIVATE ACCES W Dobkins, Dou From: Dobkins, Doug Sent: Wednesday, August 27, 1997 10:28 AM To: Mitchell, Mark-C Subject: ELLIOT BRIDGE PROJECT CITIZEN QUESTION I am reffering this complaint to your department for your information. I will contact Mr. Emerson and tell him to contact you with his questions. I am attaching the complaint to this email. if you have any problems reading the insert contact me and I will send a hard copy of this. Closing this complaint to your section for response to Mr. Emerson. Thanks very much and will probably being talking to you more in the future_ Please contact me at 296- 1975 if you have any questions thanks. 97-1282 Page 1 From: System Administrator Sent: Wednesday, August 27, 1997 10:29 AM Subject: Delivered: ELLIOT BRIDGE PROJECT CITIZEN QUESTION Your message To: Mitchell, Mark-C Subject: ELLIOT BRIDGE PROJECT CITIZEN QUESTION Sent: 8127197 10:28:57 AM was delivered to the following recipients): Mitchell, Mark-C on 8/27197 10:29:02 AM MSEXCH:MSExchangeMTA:DMS:ADMINXS ERV4 vomplaint Number: )ate Received: )ne of King County Water and Land Resources Division's services is to provide a contact for drainage and water quality -oncerns and problems. Citizens assist us by informing us when they notice these types of problems. The Local Drainage iervices Unit will investigate and determine responsibility for the problem, refer complaints to the appropriate group or Igency, and direct customers to other sources of assistance for problems outside the agency's scope of responsibility. 1'o ensure proper referral, we conducted an initial review/field investigation of your complaint on '0— ❑ Requires further review by an engineer to determine Was referred to: proper referral or resolution/closure. ❑ King County Department of King County Roads If you have not been contacte&within , feel free Development and to call at our Environmental Services complain investigation line, 296-1900 or toll free at 800/ ❑ Other 325-6165 (King County Information will transfer you). 14 Your complaint was closed n person or,on the - - Referral Contact: phone) on c' 77 47 by 2 at C1� -94(�4 'fie appreciate your patience... )uring severe rainstorms, we receive an unusually high volume of drainage complaints. Although we Issign additional staff to handle these calls, you may experience a delay in response to your complaint. KEEP THIS CARD FOR YOUR RECORDS NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES BUSINESS REPLY MAIL FIRST CLASS MAIL PERMIT NO.1179 SEATTLE, WA POSTAGE WILL BE PAID BY THE ADDRESSEE KING COUNTY DEPT OF NATURAL RESOURCES WATER & LAND RESOURCES DIVISION 700 FIFTH AVE, SUITE 2200 SEATTLE, WA 98104-9898 ATTN: LARRY GETTLE, SENIOR ENGINEER e COMPLN TY PROBLEM TYPE OF NEW NUMBER PE ADDRESS PROBLEM COMMENTS TH BR 80-0031 C BRIAR RIDGE DRNG RETENTION/DETENTION POND 656J4 82-0513 C 14243 SE 146TH ST LANDSLIDE 656J4 83-0390 C 14615 MAPLE VLY HW FLDG 140TH AVE SE/MAPLE VLY HW 656J4 91-0223 C 14833 SE JONES RD FLDG WATER FROM ROAD/ICYRDDRNG 656J4 91-0239 ER 14833 SE JONES PLACE GRADING DIRT WORK NEAR BRIDGE 656J4 91-0655 X 13200 140TH AVE SE DRNG CCF# SWM 0502-2 656J4 91-0655 NDA 13200 140TH AVE SE DRNG CCF# SWM 0502-2/NOT NDA PUGET 656J4 COLONY HM 91-0657 X 14306 144TH AVE SE DRNG CCF# SWM 0419/PARK DRAINAGE 656J4 93-0944 C 14900 SE MAPLE VLY HWY DRNG MAPLE VALLEY HIGHWAY 656J4 CONSTRUCTION 93-0992 C 14900 SE MAPLE VALLEY HW DRNG SEE 93-0944 SWARTZBALKER 656J4 94-0332 WQC 14900 JONES PLACE SE DISCHARG VACTOR DISCHARGE IN STORM?? 656J4 95-0329 C 15009 SE JONES RD FILLING CHK ROAD DRNG & GRDG PERMIT 656J4 INFO GRDG 95-1120 WQC 14636 SE JONES PL DUMPING EMERGENCY FLOOD REPAIR 656J4 95-1162 C SR 169 & 146TH DITCHES WSDOT HELPING RESIDENT REDUCE 656J4 FLOODING 96-0384 FCS 14937 SE RENTON-MAPLE VA HY CREEK MADSEN CREEK POND SEDIMENT 656J4 LOAD 96-0384 RY 14937 SE RENTON-MAPLE VA HY CREEK MADSEN CREEK POND SEDIMENT 656J4 LOAD 96-0437 C SE JONES RD & 149T SE SLIDE 656J4 96-0432 C 15035 SE JONES RD FLDG 656J4 96-0950 C 15015 SE JONES PL CREEK LACK OF CONVEYANCE RD X-CUL 656J4 PVT PROP 96-1122 C 14832 SE JONES PL BERM BLOCKAGE OF DRAINAGE PVT PROP 656J4 96-1661 C 15017 149TII AVE SE SILT STREAM BACKUP BECAUSE OF 656J4 BEAVER DAMS KING COUNTY SURFACE WATER MANAGEMENT DIVISION VC DRAINAGE INVESTIGATION REPORT Page 1: INVESTIGATION REQUEST _ Type Received by: Date: OK'd by: File -No. Received from: (Please print plainly for scanning). (Day) (Eve) NAME: ' PHONEQ q C ADDRESS: "' City. State zip Location of problem, if different: Reported Problem: Plat name: Lot No: Block No: Other agencies involved: No Field Investigation Needed pnrlaEs} "ti.�cak*i•�'c:�:Jr.7irytat{rrr�k�#.Ycir�7F•.3�-k:k#:kai�%3k# ""-.-.:'. -^`v.�rfrik.:�'iNi'e1:;k'�ri�'�c'?7r?hilirr��cx �c�'�:r�k�txir:��kX':*": �v..:�i{r'-�{. n+Av}t�ii'F:•...,�.r_�.: .w}:`.i�.k'�`r:...:.,.:. �4m-:.:..vwM:r'..i.k-:w:: w::..tt4-..... :: r:=;,.:.-.:... ......r'vi cif`Gr?i.r..v:.:tirwn-:n.,.1.,.....::-v-:.: %iba. :..n:.:..v;.>..n+:-..v.....:..,.rv[.+�...... +v. 1V0_._.2'3; 23 5' Parcel No. 23230-'-, Kroll W Th.Bros: New 6 1/4 S T R Old 112Q1, V Basin 1-4�9 Council Dist_ Charge No: RESPONSE.Citizen notified on t�� by phone letter in person DISPOSITION: Turned to on" by O. R: No further action recommended becau jrLead agency has been notified: `� �`j `- / �C�ej Problem has-been corrected. No problem has been identified. Prior investigation addresses probler 'See File # Private problem - NDAP will not consider because: _ Water originates onsite and/or on neighboring parcel Location is outside SWM Service Are ther (Specify): DATE CL05ED• %19�� b • -/ Y. G�� King County FILE NO96-1661 THOMAS PAGE 65614 Department of Natural Resources NAME: EVELYN DEL SANTO Surface Water Management ADDRESS-. 15017 149TH AVE SE PHONE 255-5380 DATE 9-26-96 DRAINAGE INVESTIGATION REPORT MARrMNANCE 4 INITIALS DCD FIELD Us'VE.SCIGATION N DETAILS OF INVESTIGATION: I met with Evelyn Del Santo at her home to discuss her concerns about Madsen Creek. She is claiming that King County has altered the creek so it floods her property in the winter. Del Santo had four fir tree die because they were submerged in water. The area is west of her garage about 100 feet. The area has turned into a swamp according to Del Santo since the County did some work on Madsen Creek. I talked to Karen Goto the Senior Engineer in charge of the Elliot Levee project which is located near the mouth of Madsen Creek. I asked Karen Goto if the County is doing any work to cause the creek to backup. The County isn't doing any work on the Madsen Creek channel. Karen said the problem may be caused by the .Beaver dam located on the City of Renton's property east of the Maplewood Golf Course. I asked if the County planned to do any work to fig the problem? Karen said if there was any work to be done on the Madsen Creek channel that it would have to be done by the City of Renton since it was located on the City of Renton's property. I talked to Larry Gettle Senior Engineer of Local Drainage Services Unit about this problem. Larry explained to me that this would be a City of Renton problem to address. He suggested to get a contact person with the City of Renton and also send out the brochures on Beavers with a copy of the Trapper in BIack Diamond. I will send a copy of the Beaver Brochures and get a contact person for the City of Renton. Sam Chastain is the contact person for the City of Renton. 235-2568 m SKETCH: 11111 p l MARSHY AREA CrrYOF REMt7N PROPERTY SE JONES PLACE 149TH AVE SE JONES ROAD ELLIOT BRIDGE CEDAR RIVER m O IliaWmmmmmm.. 35 AV R LBb I ' �I 35 I 6 �d H166I a / '!b:r. 3S EA .Rs+or r a aId eutiF °c "°„' �co � �s "'L ;: 4AY�-IL#,- r J A,H39° Hf.rvl W n '� h. vi3JArM x � � � � 3 35 AF d1E6i ` 1 JSE rxArl � 8 3S Ar 15,,I .v1 �f. f 4; kt%f 149� e f A ' '. �Vk-�yh• I ry E 1d MIFCr tyq a N 35 nr•• l � YtV' "• turf'' ! 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INVESTIGATION REQUEST Type PROBLEM: &A�!i I RECEIVED BY: AAA Date: �l Z OK'd by: VZ" FILE No. 21 09 7 Received from: kwq NAME: _ i Ck�c Y 1 Pxo l 2 ADDRESS: iGb �5 AA 66 City State Zip; Location of problem, if different: Reported Problem: CALL FIRST ❑ (Would Luce To Be Present) 46 r ��1 f7 � Vj lA�--� �+� f t �.' �a. �vi �- � C: �.(G 1.t vi c� � c•-;�r Ci' �5 Y�-r/ � �7 �,,,� a � n c.-C t`-"� t C�t,c � � f r/�! � � t- �vf (' l�� r-ti+-�fJ t'' c-, , � { � 1/i/1 U S L �-tc-�o �i r ✓._ > Rb-a6,(l Plat name: Lot No: Block No: Other agencies involved: No field investigation required initials _TsD�N NCO N Vj 2� 5 1/a S T R Parcel No.2 �j �I bq 7 Kroll (P Th.Bros: New J Old Bas t-2,k- Council District Charge No. RESPONSE: Citizen notified on by: phone letter in person 7 rf r' 7' r, 5 fro' ref DISPOSV rION: Turned to on I 1 by OR: No further action recommended because: Lead agency has been notified: Problem has been corrected. No problem has been identified. Prior investigation addresses problem: SEE Fax # Private problem - NDAP will not consider because: Water originates onsite and/or on neighboring parcel. Location is outside WLRD Servic a. Other (Specify): DATE CLOSED: 'F1 17140 By: W Complaint 99-4797 Chapman Investigated by Chris Treichel 11/15/99 Called and visited with Mr. and Mrs, Chapman on site. Toured the grounds with Mrs. Chapman, she stated that she was very concerned with the creek tlowing over the bank and flooding their back yard up to the bottom of their door. The Chapman property sits about 3-5 feet lower than the stream because of the berm. that they installed along time ago. The house sits about 2 feet below the creek, and about 75 feet away. Mrs. Chapman also informed me that their property continues on the other side of the creek but that all the sediment/silt that has come down the creek from Fair -wood, as entirely covered their back fence, she stated about 3 1/2 feet. I also talked with Mr. Chapman who was able to give more history of the area. He stated that there used to be fish in the creel until upper development took place. He also said that the neighbor put in a 12" steel pipe in the outlet area of the creek into the Cedar river. I could not locate that pipe as the area is covered with debris in the creek. The creek runs from south to north, starting at a couple of points and then merging together before crossing under Hwy 169 via a culvert. It the runs westerly along the Hwy until it gets to the soccer/softball park located just east of Maple Valley Golf Course. It then goes north into a big wetland/holding area before it continues into the Cedar river. Mr, Chapman is convinced that if the pipe is removed and the sediment taken away then the fish will return to the creek. This also appears to be a reason why 149"' Ave SE gets flooded. Wetland/pond Area To KC/Renton Park (pic 5) 15017 149th Ave SE'� > DelSanto NTS �IILU q'iD31 149�h Airs SE Chapellnae w COMPLN TY PROBLEM TYPE OF NEW NUMBER ------- PE --- ----- -- ADDRESS --------------- -- PROBLEM -------- COMMENTS ------------------------------ TH BR ----- 80-0031 C BRIAR RIDGE DRNG RETENTION/DETENTION POND 656J4 82-0513 C 14243 SE 146TH ST LANDSLIDE 656J4 '83-0390 C 14615 MAPLE VLY HW FLDG 140TH AVE SE/MAPLE VLY HW 656J4 91-0223 C 14833 SE JONES RD FLDG WATER FROM ROAD/ICYRDDRNG 656J4 91-0239 ER 14833 SE JONES PLACE GRADING DIRT WORK NEAR BRIDGE 656J4 91-0655 X 13200 140TH AVE SE DRNG CCF# SWM 0502-2 656J4 91-0655 NDA 13200 140TH AVE SE DRNG CCF# SWM 0502-2/NOT NDA PUGET 656J4 COLONY HM 91-0657 X 14306 144TH AVE SE DRNG CCF# SWM 0419/PARK DRAINAGE 656J4 93-0944 C 14900 SE MAPLE VLY HWY DRNG MAPLE VALLEY HIGHWAY 656J4 CONSTRUCTION 93-0992 C 14900 SE MAPLE VALLEY HW DRNG SEE 93-0944 SWARTZBALKER 656J4 94-0332 WQC 14900 JONES PLACE SE DISCHARG VACTOR DISCHARGE IN STORM?? 656J4 95-0329 C 15009 SE JONES RD FILLING CHK ROAD DRNG & GRDG PERMIT 656J4 INFO GRDG 95-1120 WQC 14636 SE JONES PL DUMPING EMERGENCY FLOOD REPAIR 656J4 95-1162 C SR 169 & 146TH DITCHES WSDOT HELPING RESIDENT REDUCE 656J4 FLOODING 96-0384 FCS 14937 SE RENTON-MAPLE VA HY CREEK MADSEN CREEK POND SEDIMENT 656J4 LOAD 96-0384 RF 14937 SE RENTON-MAPLE VA HY CREEK MADSEN CREEK POND SEDIMENT 656J4 LOAD 96-0437 C SE JONES RD & 149T SE SLIDE 656J4 96-0492 C 15035 SE JONES RD FLDG 656J4 96-0950 C 15015 SE JONES PL CREEK LACK OF CONVEYANCE RD X-CUL 656J4 PVT PROP 96-1122 C 14833 SE JONES PL BERM BLOCKAGE OF DRAINAGE PVT PROP 656J4 96-1661 C 15017 149TH AVE SE SILT STREAM BACKUP BECAUSE OF 656J4 BEAVER DAMS 97-1098 FCS 14937 RENTONMAPLEVLLY HY RDDAMAGE MAINTENACE REQUEST MADSEN 656J4 CREEK POND 97-1282 C 15016 149TH AVE SE FLOODING INFO REQUEST REGARDING RD 656J4 BRIDGE PROD 98-0540 FCS 14900 RENTON-MAPLE VL VANDALSM INV DID NOT CONFIRM DAMAGE TO 656J4 FACILITY . 1i 11 4 4 4 4 4 4 4 4 4 4 4 4 4 COPYRIGHT 1998 X6fifQ -FW. ff"A D —z— %Ff r MAP L :1. a 3S AY N1BVT h v ti ld H o1f / 1 3s Ta 2 M1Be1 •T . 3S AY: 3s,4 4 �� k(6- Aa 33 a- xr •'-� 1 zrA. _ W )e 2 H3trt � � 35 AYcm 35 ar x19Y[ a `'fl 3s Ar >•snl ti z x w 3 AY ; Is ,a t..I 3 Ar xA5Y1� `t,2V 4 Ar LSYI v ��5 ` ^ e h t 35 AY ONZ4i Wld H1VtrT r�-�?s AY I IS AY 65 �I M ca e 3S 4Y •I •%'"„1~ ` `.E .n� `I'-'-aS - 4: �.J 'L 11S :�yfPrl - 3r ,Sr `sa3eo h [3N AY 3 an E cC1 35 3a xssci r, ss.. 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LOCATION OF PROBLEM, IF DIFFERENT: Access Permission Granted ❑ Call First (Would Like To Be Present) ❑ tb'JArcK � �ulo r s � Hid Gt D F u 7Z i� S rA S 10RI U 11oAI& PAK. 4Al.t1AGE l tC / t Dl'iz ��L�'W A�t1( .. Clvrvd� A1ZC--46'6- SAC MOAJ CokC6 RIVS (,{%flA t C&O -RC Z)ON 6- rev a�ff C� (zq� -d3a6 W [its F- 1A)6/lV6S. RDP Basin y(ft Council District . City Charge No. RESPONSE: Citizen notified on Iyr, 36 Eby: / phone letter in person -STW�- w%M! AWD!W-0t-hjti�:P Hir>'i `TAAT _Hp pg4+� .-;reMpL N -` U),LL_ jat- DISPOSITION: Turned to on / by' OR: No further action recommended because: V/Lead agency has been notified: �� j l �r� Re 6loNdC H6�Gl a�ct� Problem has been corrected. No problem has been identified. Prior investigation addresses problem: SEE FILE # Private problem - NDAP will not consider because; Water originates onsite and/or on neighboring parcel. ;. Other (Specify): DATE CLOSED: 3 S�I19,' By: Z—L elcic AVC-! f j; L9F a"yry FAcrcItY tkll HW4 6"11Pr .�BEd6E rf ,V 44r OF FlSff C91A,,—ehVY, FILE NO.: OVal�? KING COUNTY Highway, Renton, 98058 DEPARTMENT OF NATURAL RESOURCES ADDRESS. 14645 Renton -Maple e AND PARK NAME: Jack Garmon WATER AND LAND RESOURCES PHONE: (206) 818-1414 DRAINAGE INVESTIGATION REPORT DATE OF INVESTIGATION: March 10,2005 FIELD INVESTIGATION INVESTIGATED BY: Virgil Pacampara 1 went to the site on 3/10/2005 at 11:00 AM to investigate a drainage complaint of Mr. Jack Garman (manager of Wonderland Estates Mobile Home Park). I met Mr. Garmon and the owner of the Wonderland Estates Mobile Home Park. Mr. Garmon showed to us the ditch and the spot were water overflows during rain events. He added that water at the creek seems to back-up during heavy rain events. He said that they cannot dredge ditch because of salmon concern. They want to know what can be done. It was sunny during the investigation. The ditch was located on the north side of the property (facing Renton -Maple Valley Highway), The dimension of the ditch varies from 6'-8' wide by 36"-44" deep. It was not been maintained. The ditch is located approx- 57-feet south of the center line of Renton -Maple Valley Highway. It is located within the road right-of-way. There were silt build-up and debris at the bottom of the ditch and sediment from inside the culverts. Madsen Creek is a Class 2 stream and the ditch is part of the conveyance. I noticed salmon fry at downstream- The Madsen Creek Overflow channel (DR0536) was dry during the investigation. Ditch)open channel- (approx. 8-feet wide by T4 deep. Concrete weir- Silt /sediment & debris build up at the bottom). I saw City of Renton I H salmons fry on this area. This is part of Madsen Creek. DRY NO WATER Recreation Park W I 'a METAL ARCH a ; Ditch/open channel- (approx. 8-feet wide by 3'-4' deep. Silt /sediment �rAr�Q� TYPE CULVERT i & debris build up at the bottom) This is part of Madsen Creek. (HEAVILY Per Mr. Jack Garman's fnformabon, during rain events, water from VEGETATEDy !3 Og3 4 ditch overtopped and sheet flow towards their property. They could -.--... 4 6 not dredged ditch due to salmon concern (HEAVILY VEGETATED) — I ATE G� Q DRY 7NO WATER 'CONC. BOX CONC. BOX CULVERT-1 (approx- „'CULVERT-3 RENTON-MAPLE VALLEY ROAD inside dimension T-12' by 3 feet deep .; . DRO 3 5 (HEAVILY VEGETATED) 1 Catch Basin- f W BUILDING r (HEAVILY VEGETATED) CONC. BOX f CULVERT-2 A I LU _j r W r 9L w N1 DRY NO WATER } NTS r r _k ZZ WONDERLAND ESTATES o f MOBILE HOME PARK 1z w 1 Y.2 wm f l co 0 f lu w o ! Ca z ! I c> > w x. � + z i r CONC. BOX CULVERTA r I ! J i VE GETASED) - ! i ASED) I DR0536 ty�,v14Y vEGET PONo jr fs � Complaint 2005-0142 (Gannon) Photos taken by: VP Photo 2 Looking northwest towards the inlet of concrete box culvert-1. Water back-up and overflows towards the Mobile Home Park (per Mr. Gann on's information) r* rn„ tom. �. OIL Photo-3 Looking East direction towards the eastside of ditch. Note the silt/sediment and debris build-up at the bottom of ditch. Complaint 2005 -0142 (Garmon) Photos taken by: VP Photo 6 Looking south towards the downstream of Madsen Creek Overflow channel. Note: the concrete box culvert-2 along the overflow channel, Photo 8 Looking south towards the outlet of concrete box culvert-1 Photo 7 Looking west towards the downstream of concrete box culvert-1. Photo 9 Looking east towards the downstream of concrete box culvert -I.. Photo 10 Looking west towards the inlet of metal arch type culvert underneath 1491h Ave. SE. Note: the sediment/silt build-up OD the channel. W Complaint 2005-0142 (Gairmon) Photos taken by: VP Photo 11 Looking north towards the concrete weir (yellow circle). . HU ak. t � ,1 t_ IV r ; 40 Photo 12 Lookin west towards the downstream of concrete box culvertote the vegetation around the channel. Photo 14 Looking west towards the downstream channel leading to Renton Recreational Park. Note the heavy vegetation at downstream Photo 15 Looking NE towards the pond DR0536 (Madsen Creek). This is the upstream of madsen Creek. Note sediment/silt build- up at the bottom of the pond. Lew, Tom From: Lew, Tom Sent: Tuesday, March 15, 2005 2:52 PM To: Lowthian, Rick Subject: Regional Facility Assessment/Maintenance Attachments: 2005-0142-comp.vsd Attached is Virgil's Drainage Investigation Report regarding a complaint at the Wonderland Estates Mobile Home Park (near 149th Ave SE & Renton -Maple Valley Highway). Photos are available on G:1Complain ts12005-0142 Garmon. As we discussed, the issue is overflow from the ditch because of lack of maintenance downstream (the culvert under SR169 and in the City of Renton) to the Cedar River. 7 2005-4142-comp.vs d (778 KB) Please include this site in your annual assessment/maintenance of the WLRD Regional Facilities. Thanks! King County Water and Lana Resources Division - Drainage Services Section ConRialnt Search printed : V9120D5 9:59:26 AM complaint Typo Type of Problem Address of Problem comments Toros Page Number code 1983-0375 C FLDG 16203 140TH PL SE 656.15 1988-0237 C DRNG 13967 SE 156TH ST WATER IN BACK YARD/DEVELOPER PROP 656,15 1988-0259 C DRNG 15657 140TH PL SE WATER UNDER HOUSE 656,15 1988-0379 C EROSION 13929 SE 155TH PL CLEARING -MAPLE RIDGE ESTATES 656J5 1989-0357 C DRNG 13941 SE 158TH ST NEW HOUSE CONST FILL 656,15 1989-0611 C DRNG 13967 SE 156TH ST MOUNDS OF DIRT ON LOT 656,15 1990-0769 C DRNG .13932 SE 155TH PL BROKEN PIPE/LEAK INTO TRFMR 90-1187 656J5 1990-0769 SR DRNG 13932 SE 155TH PL BROKEN PIPE 656,15 1990-0994 CL FLDG 14645 SE MAPLE VLY HW CL#13175 WONDERLAND MOBILE PK DUE 656,15 1990-0995 CL FLDG 14937 SE MAPLE VLY HW CL#13176 WONDERLAND MOBILE PK DUE 656,15 1990-1060 CL FLDG 15283 BIRCH DR CL#13225 WONDERLAND MOBILE PK DU 656,15 1990-1081 CL FLDG 15250 PINE DR CL#13332 WONDERLAND MOBILE PARK 656J5 1990-1187 CL FLDG 13932 SE 155TH PL CL#13430 FLOODED HOUSE 656J5 1990-1571 C FLDG 14227 SE 162ND PL WATER COMING UP IN YARD/BASEMENT 656J5 1990-1602 C FLDG 15805 140TH CT SE MUD & WATER IN STREET FROM CONST 656J5 1991-0005 C EROSION 15240 142ND PL SE EROSION FROM PIPE IN RAVINE 656,15 1991-0005 E EROSION 15240 142ND PL SE EROSION FROM PIPE /DRY WELL INSTALL 656,15 1991-0023 C DRNG 15805 140TH CT SE /POWELUCONSTRUCTION NO EROSION C 656J5 1991-0080 C FLDG 14037 SE 159TH PL WATER AND ICE ON SIDEWALK 656J5 1991-0080 E FLDG 14037 SE 159TH PL RETAINING WALL /PONDING WATER 656,15 1991-0155 C DRNG 14043 SE 159TH PL EXPOSED DRAIN LINE/ROOF 656,15 1991-0155 PN DRNG 14043 SE 159TH PL NOT NDAP 656,15 1991-0345 C DRNG 14031 SE 159TH PL DIVERSION OF WATER TO SIDEWALK 656,15 1992-0414 C DRAINAGE 14059 SE 159TH PL WATER OVER S/W 656,15 1992-0414 E DRAINAGE 14059 SE 159TH PL 656J5 1992-0414 ER DRAINAGE 14059 SE 159TH PL WATER OVER SAN - NOV. MEETING 656,15 1994-0392 C DRNGPIPE 14022 SE 158TH ST WATER OVER SIDEWALK 656,15 1994-0392 E DRNGPIPE 14022 SE 158TH ST WATER OVER SIDEWALK 656J5 1994-0392 ER DRNGPIPE 14022 SE 158TH ST WATER OVER SIDEWALK 656J5 1994-0809 WQC DUMPING SE 159TH PL & 140T SE CONCRETE DISCHARGE/BEAUTY BARK D 656J5 1994-0813 C PONDING 14019 SE 158TH ST WATER OVER SIDEWALK MAPLE RIDGE E 656,15 1995-0758 WQC DUMPING SE 158TH & 149TH CT NEW D/W CURB CUT & CONC CLEAN-UP 656,15 1996-0888 FCS OIL 15282 SE MAPLE DR OIL SEEPAGE INTO POND 656,15 2000-0700 C DCA 14645 SE RENTON MAPLE VALLE PRIVATE DRAINAGE PROJECT AT WONDE 656,15 2001-0378 FCS MNM 14645 RENTON MAPLE VALLE CONCERN REGARDING KIDS PLAYING IN 656,15 2002-0275 FCS MNM 14900 RENTON MAPLE VALLY No problem found 656,15 2004-0325 WQA WQAI 15031 MAPLE VALLEY HWY 656,15 Page 1 of 1 88 3' S �I a HOME: WORK. �or i • N% IN • i . f sM COMPLAINT RECEIVED BY: DETAILS OF INVESTIGATION yA I Sketch on reverse side: Yes ❑ No ❑ Photos: Yes © No ❑ Quantity ),yr� ��--30-C�0. COMPLAINT INVESTIGATED BY: DATE: ACTION TAKEN; Complainant advised of action p ssible or t�r Keby: Phone ❑ Lette/rIr Personal Contact O Complaint Action Handled B Closed: ����.� OK'd: �. r y Name Date initials 0 J, AL Lill Al X tis!.1:'£Ic.. !t'nter %...'r`E_'I.rl.'n! 1.!.2'."isioi: 11F'uart1IJt'nt of t'unlii Forks PRON: Jinja i'r.iplett Claims Manage eni C?ffscer SuBdE T Claimant: Nobi1e Home Wonderland Claim No. 13175 please repin by June 41990 �!%}�: Lam'.' J took{ MAY 2 GO KING COUNTY Sid ACE WATER N;k AGREF R13'510H Enclosed is a copy of a claim presented to the Clerk of the Council. Please provide us with information indicated (by cheep~) below. i } Copy of the accident/incident report i }A report. of your investigation of the claim, including the following: Confirmation of the accident/incident. �,. Was any other part; involved who may be he1_a lialle for this accident/incident:. if yes, give details. }, Has aqy action been Laken to prevent a repeat of this occurrence'.' �. I'ias anyone assume6 our liability" DZ use of a }Told harmless agrwement-? If so, attach copy of certificate of insurance. Thant you F '.. vour assistance. t► e It _ CLAIM Law 5_ rese• a King �.�'.'..n _`ez ... zlalm __eC- .. CUBE=A s cincEr__ .._a_.. `�.' MAE _f -EE =.Wn ..ana•`ene.- 144 432. TO THE +5> CCUNTY .vim. OF UN` =. V}e, seMahe .. -_ca, SC, �Q j.rO name--Iast name) QIo : ape s� a;--- / Jrc % iA3 / ,14 L rJ R . f' hvan—hi (house and/cr an. „under) (s--ee=) (c_=y) (tip code) ' � ached at these telejAcve numbers Z'777 j di (none) (work) And who for six mar.ths Prior to the claimed loss o; injury has resided at: ✓mat -(House and cr apar .men : nurnper) (s t_ eet name )• (city) (state) (zip code) Claims .tamages of and cram Xing County in the -sum of ryj-.,c •ar.ising- out .of the following circumstances: �e:i w�zat � r ..�-,. 02 �� / y � `t 2 .ram--• .�i.C� �-d��. Caused yoLr ��DSs'.��..t'lCl�.�'-" : %, i 1� `�" _ �L.?�r" �,G•rvi'J t` giving s'- - �e �.�?�ZG�'° ,�Lu/'rf �iL.�- ��'a.�-•.fit-��-�. ..� t�.=.�-� Wh er a r'': wn er. ,.�.� tJd S J'! ' -00j nri wiiz�t w.why - `�• - izja.%ry :-caused ✓ and/or` how loss nil /D gJ<W&?"W occurred u G CA cl r+ ...f 7 f�-• ! v�.}'�G^'LJ=-•c. i- ./1.- d"l�I .l'Z�+�.',.Z� '1-�'�L �s� �. (Jy'��'^. IUD Lj f_`�1 y'' _' �vC.C-•C + p �.•�t ��7.L !7�_ _ i�- /�.�rz�t�' �i��i»n �,� �-rf` c.GvL�-'�. /Y�}" Describe your loss and/or _jury . '• v ' d/ C r i n j• z r_ e s / f!'�c c .C--- `��> � ,: � / _I` ••�a rir-= vi .> .. jut Y �;/ � ✓.I" 1���� swear that his is G mroe and aczura to claim, siSnatL_ e of claima:.t) lbsc; _bed and sw'cr. _o : e o, e me �.._s may of � .. ,9 iZ) 'r �,. w VATURE OF COMPLAINT: 717. COMPLAINANT:-' KIUGLC.QJNTY DEPARTMENT OF PUBLC-WMKS SURFACE WATER MANAGEMENT DIVISION COMPLAINT INVESTIGATION REPORT Date Reed: SEC TWP 4,-2RGE KROLL PG. COUNCIL DIST. PHONE HOME: .L.. �.-_ Zip WORK: DETAILS OF COMPLAINT. , w a& � � #Igl COMPLAINT RECEIVED BY: DETAILS OF INVESTIGATION: rtOMPLAINT INVESTIGATED BY: Sketch on reverse side: Yes[] No O Photos: Yes ❑ No ❑ Quantity ACTION TAKEN; DATE: Complainant advised of action po sible or to Eay: Phone ❑ Letter Personal Contact ❑ Complaint Action Handled By Closed:` 0K'd: Na a Date Initials NDT2C£ FOR THE KOLCSEY RESIDENCE CLAIM 13 14 k 1pe damages can be paid by King County unless a claim complying with the State -Law is presented to the King County Council. After filing claim direct all questions concerning claim to the Office of Risk Management. 296-7432. TO THE AIVG C0l3M COUNCIL OF KING COUNTY Please take notice, that (Flease print -first name - a name -last name Who now lives at -14217 MAPLE VALLEY HWY. Ouse and/or apt. number) tree(City pcon Who can be reached at these telephone numbers 20-255-0214 (Home) -(Work) { nd-Mho for six months prior to the claimed loss or injury has resided at: SAME. ADDRESS FOR THE PAST 26 YEARS' e:an or apartment num tr treet name (City) (State) (Zip c X1sims damages of and from Kin County, in -the sum of _$-ApTRox. 40,000.00 arising out of the following circumstances:For previous damages & further information see; Superior Court, State of Wa. County of King #749802 "Stipu- Describe what caused your loss cation & Agreement for Settlement" dated .and/or injury, giving all- details March 13, 1974. (i.e., ..who, where, when, what, trhy... describe how injury caused and/or how loss occurred.) On Jan. 9)1990 the King County Madsen Creek drai'naR*e by King -County) failed & flooded my mobile home park and'residence. Log jam .initially diverted all the waters from the King Co. retention -settling pond through my M.H. park, my back yard, several mobile home lots and my carport, After the pond culvers washed out, the log jam floated down and blocked the King Co. oulverts under State Hwy. 169, now all the waters.flooded my front yard and the front of Mobile Home Wonderland. Describe your loss and/or injury: Complete destruction of .r.y back yard, the flood deposited some 200 wards (estimated)-, of silt, as deep as,14" in places,,similar damage to front yard, carport, and equipment was under 12" of water & silt. The house was surrounded by silty water, with possible foundation damage. ?Liam all losses and/or injuries and itemize their costae ALL SUBSTANTIATING BILLS & ESTIMATE'S WILL BE SUBMITTED AT A. LATER DATE. I swear that this is a true and accurate claim a ra o c a man.t C (SEAL) Subscribed and Sworn to before me this i � day of -� 19 tart' Public Jn or US bta of . Washins ton .., KING CO LATER AND LAND4W4auRCES DIVISION DRAINAGE INVESTIGATION REPORT y l INVESTIGATION REQUEST PROBLEM: /�113100 OK' Received from: V Type ___-- (Day) (Eve) (� ) NAME: / PHONE ADDRESS: / CD ity State Zip�� LOCATION OF PROBLEM, IF DIFFERENT., Access'Permission Granted Call First (Would Like To Be Present) 101 Z71lO 1 LkY, 0 1"' 001, Plat naive: Lot No: Black No: Other agencies involved: No field investigation required . t .4-a . �� ��'TO B-?���T�D �Y CL3MP�.At�!1 �R1J4 T�►J���.�`s�s� `��-�ae�� .x , x , �� �a S T R Parcel No.Kroll Th.Bros: New �J Basin LLP& RESPONSE. Citizen notified on DISPOSITION: Turned to on Lead agency has been notified:_ Problem has been corrected. Council District by: phone Charge No._ letter in person I I by OR: No further action recommended because: No problem has been identified. Prior investigation addresses problem: SEE FILE # Private problem - NDAP will not consider because: Water originates onsite and/or on neighboring parcel. Location is outside WLRD r Area. DATE CLOSED: 6 3 OC) By: Other (Specify): Map Output (9 King County (r'.:' ,, 4019710 Page 1 of 1 2323059020 t-Y=9fV, 3 .. L VDas f'- :ISZJ. r _ Kin Couat �-+`sirs$a- 4.S?J W 9M Al Legend Selacled Par at F ' County Baun iary lbtiomas Bmthers ldWP Page slreats J Y1+� Vrg;ri� it S111dll 3.J IAJj SVVS %tof borhood .Drakwga projects SWS Rogiunaf Stormwatet Pa; 1=aac.94ias ❑ Lake! 4nd La;ga Fdy-ers S14V5 lasklantial Storrrrwwaf f - stcaa+yfs FaCs"litias SWS Corrinatc-of Starrrr.�at3r Fa6�iii35 The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on his man is prohibited except by written permission of King County. KincE County I GIS Center I News I Services I Comments Search By visiting this and other King County web pages, you expressly agree to be bound by terms ano conamons or the site. i ne oetans. http://www5.metroke.gov/servlet/corn.esri.csriniap.Esrimap?ServiceName=overview&Clien... 3/9/2005 Carlo _Am y Rc� KING COUNTY WATER AND LAND RESDURCES DIVISION V— DRAINAGE INVESTIGATION REPORT INVESTIGATION REQUEST Type PROBLEM: . RECEIVED BY: 1 2 r _ Dater b V L7 OK'd by; FILE No. 2006 -" Received from: f (Day) �.� (Eve) NAME: r Ca tJ f PHONE��� T7 J ADDRESS:__ __29 �7 [] (,�xq q f _City State Zip LOCATION OF PROBLEM, IF DIFFERENT: Access Permission Granted ❑ Call First (Would Like To Be Present) ❑ C� 2 Plat name: Other agencies involved: Lot No: Block No: No field investiaati %a S T R Parcel No.��%�Krali� Th.Bros: New RDP BasinCouncil District _ City Charge No. RESPONSE: Citizen n t'f e��A on by: phon letter � in person C 6'• C G /hv c teLu,v / Ude �x DISPOSITION: Turned to on / / by OR: No further action recommended because: Lead agency has been notified: 17 Problem has been corrected. No problem has been identified_ Prior investigation addresses problem: SEE FILE # Private problem - NDAP will not consider because: Water originates onsite and/or on neighboring parcel. I. �? Other (Specify): DATE CLOSED: / I � % 1 �� By: '7 �r �i w /� PA r SE 25T. TH Si In I TH 25TH N.0 IZ mF.", SE 326TH ST 14000 5L I PIL Li HE Ze J I IM T 7A. % SiREHTAhr L EI r,%,L .......... SL L I q9 m I 4 MLAR "JO E Prug C3 Cj A V111 Di r. SE, SE FAIRWO txl UZHU ST 57 Sl sc � I I =IWll SE 16allt S 16I57 PL t. SE !�fi 51 5E ' EIE s SE 597H L SE l64711 69H sr & Fr- rx sr ST A�g 17 17PHD ST -r SJE12HD"ST r PC N 51:4 12 1715E, ST FS 3pD PL 1721741 SE r 1! 16 SE I 5l�a IVSE — 17JU PIL 176TH _ 4�ST ET �i UUU 0 TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS The proposed development will include a combined detention/wet pond together with a StorxnFilter vault designed to provide Level 2 detention and Enhanced Basic water quality treatment. The storm facilities will be designed following the 2005 King County Surface Water Design Manual. The proposed development will not create negative effect to the downstream drainage system. Relevant downstream complaints: Complaint No. Recorded date Closed date Address PIN 1996-2061 12/13/1996 2/4/ 1997 14615 SE 2223059018 Renton -Maple Valley Hwy 1997-1282 8/20/1997 8/27/1997 15016149t 2323059133 Ave SE 1999-0797 11/12/1999 8/17/2000 15031149t 2323059097 Ave SE 2005-0142 3/7/2005 3/15/2005 14645 SE 2323059020 Renton -Maple Valley Hwy 2006-0684 11/6/2006 12i21/2006 15247150` 2323059123 Lane SE The above relevant complains have been closed. The problems have been solved by the previous residential, commercial, and regional storm water improvements. See attached relevant complains list. To mitigate potential flooding and erosion problem at the unnamed stream (0313) along the south and west boundaries of the site, a 65' stream buffer is applied. The buffer zone will remain undeveloped, native vegetation will be remained in the buffer zone. Developed area in the buffer zone will be reinstalled with native vegetation cover. A debris flow mitigation berm up to 5 feet high will be constructed along the edge of the stream buffer. An 18" bypass stone with type 2 catch basins that have beehive tops will be installed parallel with the berm for high flow bypass. The upstream 100 year overflow rate at the north over flow weir of the water quality pond for Woodside at McGarvey Park Division 5 and 6 is 12.77 cfs. The 3.5 acre till forest downstream of the pond has a 100 year flow of 0.38 efs (KCRTS 15 rninute time step). Total 100 year flow at stream (0313) along the south boundary of the site is 13.15 cfs. The proposed 18" bypass storm has the capacity to handle this 100 year flow. To improve the sediment problem at the 36" CMP culvert inlet, sediment around the inlet will be cleaned and the ditch will be lined with rip rap around the inlet. �@oDELyPA�UNR25 IAILE66WNSTREAAf �..W..m, � _ ""1: ��aa�e "-rEz T_ON1N �NExhq % 33- wW.p " No w INY=117.27 SITE w = t _LEY E I Ot SEDIMENTATION l POND ILL VALLEY FARE II 0 ro ` Q FRENG RAINS cy ALL5 0 STREAM y 1 V) j ,d VALLEY FARE II DETENTION POND . i SECONDARY OUTLET ' � IV .si'nY�- W60DSIDE T PAR �c �"'��_ _--------- _ � - - ---- _--------- '---.DM�� A— D POND McCORMICK PLAT UPSTREAM AND DOWNSTREAM NV ;-= M T°� = o iUTFALL s aN4_ DRAAC3E MAP ° - _ MANHOLE_ z ' _ FWAM OY a PACIFIC ENGINEERING DESIGN LLC. , CIVIL ENGINEERING AND PLANNING CONSULTANT'S 15445 &VW AW- SOUGH SEATTLE, Wk MW PHONE 206 431--7074 WiWWPAOEN(LCOM FAX 206 359-1649 ME t YAPS-E7 MUM M upstream.pks Flow Frequency Analysis Time series File:upstream.tsf Project Location:5ea-Tac ---Annual Peak Flow Rates--- -----Flow Frequency Analysis ------- Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.228 2 2/09/01 17:15 0.383 1 100.00 0.990 0.068 7 1/06/02 2:30 0.228 2 25.00 0.960 0.162 4 3/06/03 18:45 0.176 3 10.00 0.900 0.008 8 3/08/04 18:45 0.162 4 5.00 0.800 0.108 6 1/05/05 7:30 0.149 5 3.00 0.667 0.176 3 1/18/06 20:15 0.108 6 2.00 0.500 0.149 5 11/24/06 5:15 0.068 7 1.30 0.231 0.383 1 1/09/08 9:30 0.008 8 1.10 0.091 computed Peaks 0.332 50.00 0.980 Page 1 REVISIONS: A POFMON OF THE SE 1/4, SEC. 23, TWP. 23 N., RGE. 5 E., W.M. AND A PORTION OF THE SE 1/4, SEC. 24, TWP. 23 N., RGE. 5 E., W.M. PRELIMINARY PLAT OF McCORMICK PLAT KING COUN7Y, WA, (PROJECT Na 0700 (PAADg N02223059M) PROTECT STYE Mpm mw P='M OCALE LECAL OESC fPTTON T SHELT NDM P 1 - GUYER SHEET P 2 - PRELIMINARY PLAT MAP P 3 - CONCEPTUAL GPADING AND UTILITIES PLAN P 4 - CONCEPTUAL ROAD PROFILE P 5 - CONCEPTUAL POND SECTION P 0 - CONCEPTUAL POND AND SITE SECTION P 7 - SLOPE ANALYSIS P B - EXISTING CONDR'XXNS P $ - EXISTING CONDITIONS PARCEL A: THE WEST 201 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH. RANGE 5 EAST, WILLAMEITE MERIDIAN, IN IGNG COUNTY, WASHINGTON. PARCEL Bc BEGINNING AT THE HCRTHWEST CORNER OF THE 50UTTHWESF QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24. TOWNSHIP 23 NORTIM, RANGE 5 EAST, WILLAAtETTE MERIDIAN. IN KING COUNTY, WASHINGTON; THENCE EAST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24. A DISTANCE OF 201 FEET; THENCE NORTH TO THE SOUTHERLY RIGHT OF WAY LINE CF COUNTY ROAD; THENCE NCRTHWE=LY ALONG THE SOUTHERLY RIGHT OF WAY LINE OF SAID COUNTY ROAD TO THE WEST LINE OF SAID SECTTON 24; THENCE SOUTH ALONG THE WEST UNE THEREOF TO THE POINT CF BEGINNING. PARCEL L. COMMENCING AT A POINT ON THE EAST EOUNDARY LINE OF SECTION 23. TOWNSHIP 23 NORTH. RANGE 5 EAST, WILLAMETTE MERIDIAN, IN WING COUNTY, WASHINCTON, WHICH POINT IS NORTH 0'12'43* EAST T398.72 FEET FROM THE SOUTHEAST CORNER OF SAO SECTION 23 AID SOUTH D12'43" WEST 90.13 FEET FROM THE POINT OF INTERSECTION OF THE ABOVE DESCRIBED EAST BOUNDARY LINE OF SAID SECTION 23 AND THE CENTER LINE OF THE TRACT AND RIGHT OF WAY OF THE COLUMBIA AND PUGET SOUND RAILWAY; AND BEING THE TRUE POINT OF BEGINNING: THENCE SIXTH D*12'43" WEST 420.53 FEET, THENCE NORTH 81'3Yi7' WEST 295.04 FEET; THENCE NORTH O'12'43' EAST 400 FEET, MORE OR LESS, TO A UNE CONCENTRIC WITH AND 90 FEET (RADIAL MEASUREMENT) SOUTH - OF THE CENTER LINE OF THE COLUMBIA AND PUGET SOUND RAILWAY, THENCE EIUTEALY ALONG SAID CONCENTRIC LINE 295 FEET, MORE OR LESS. TO THE POINT OF BEGINNING: EXCEPT ANY PORTION THEREOF WJCH VIES NORTHERLY OF THE SOUTHERLY MARGIN OF SOUIHEAST RENTON-MAPLE VALLEY HIGHWAY (P-%H, NO. 2) AS FSTABUSHED BY DEED RECORDED UNDER RECORDING NUMBER 1545508, PARCEL D: A PORTION OF A PORTION OF THE EAST WOLF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN IONG COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS COMMENCING ON THE EASTERLY UNE OF SVD SUBDMSIGN AT A SAID POINT NORTH O'12'413' EAST 1399.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH O'12'43' WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH CENTER OF TRACT AND RIGHT OF WAY OF COLUMBIA AND PUGET SOUND RAILWAY; THENCE SOUTH 71Y43' WEST 420.83 FEET; THENCE NORM 81'35'17' WEST 295.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0'12'43' EAST 2B5-00 FEET; THENCE NORTH 81'35'17' WEST 20.00 FEET. THENCE SOUTH O'12'43' WEST 268 FEET; THENCE SOUIFL 61'35'17' EAST 20.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL E THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORM, RANGE 5 EAST. W.M., IN KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS; COMMENCING ON THE EASTERLY LINE OF SAID SUBDIVISION AT A POINT NORTH 0'12'43 EAST, 1.398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0'12'43' WEST, 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY UNE WITH THE CENTERLINE OF TRACT AND RIGHT- OF-WAY OF COLUMBIA AND PUGET BOUND RAILWAY; THENCE SOUTH Q72'43' WEST, 420.63 FEET; THENCE NORTH 81'35'17' WEST. 1$5.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 81'3617' WEST, 353.00 FEET: THENCE NORTH O'12'4T EAST. 384.52 FEET; THENCE FASFERLY ON A 0'28' CURVE TO THE LEFT THROUGH AN ANGLE OF 2'32'28', AN ARC DISTANCE OF 350.00 FEET: THENCE SOUTHERLY TO THE TINE POINT OF BEGINNING; EXCEPT THE EAST 100 FEET THEREOF; AND EXCEPT THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH. RANGE 5 EASE, W.M., IN KING COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS - COMMENCING ON THE EASTERLY LINE OF SAID SUBDIVISION AT A POINT NORTH D'12'43' EAST. 1.398.72 FEET FROM THE SOUTHEAST CORNER OF SND SECTION AND SOUTH 012'43' WEST. 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY TINE WITH THE CENTER TRACT AND RIGHT-OF-WAY OF COLINBIA AI PUGET SOUND RAD_WAY; THENCE SOUTH 01Y43- WEST, 42D.63 FEET; THENCE NORTH 81'35'17' WEST, 295-04 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0'12'43" EAST. 265.00 FEET: THENCE NORM 81'35'17' WEST. 20.00 FEET; THENCE SOUTH 0'12'43' WEST, 285.00 FEET; THENCE SOUTH 8T35'17- EAST, 20.00 FEET TO THE TINE POINT OF BEGINPCNG; AND EXCEPT PORTION LYING WI PRIMARY STATE HIGHWAY No. S. PARCEL F: THE NORTH 50 FEET OF THE EAST 350 FEET OF TRACT A OF THE PLAT OF Vµ12Y FAIRE 11, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 131 OF PLATS, PAGES 39 THROUGH 43. INCLUSIVE, IN KING COUNTY, WASHINGTON, AS MEASURED ALONG THE NORTH UNE OF SAID TRACT A. 50 0 m 50 100 CIPAPHIC SCALE PRMECT DATA RODNEY HANSEN., P.LS P.L.S. NO. 21464 PHONE: (425) 253-8440 --��-� ( 1 _ unurlLs f+ `Il II1 I I � J..I . IfJ Li mare. V - f I'�-_•�; �! I` -` Scenes l i, 1 f I APEX SPACE , �I rP / f B `� - 4 �1 I I i i A.s.oag sr t � • 11kTiAlO lI9, � f� f / ■/ 6LOA-L=AC-), LO 10E ) ,YI AILf�L]tr q. f l LA L I4 N✓fd ZONE ' MY;]RO SF t TRACT a rl.]G6.N6t SF 1 reoxwo axgm m SITE ADDRESS: 18405 SE RENTON, WA R4 TAX PARCEL 0: 232305802909 - SITE AREA; 11.59 A_ ACRES - - EXISTING ZONING: R-12 and RA-5 PROPOSED 20NING:R-12 and RA-5 �� EAW OF pEA747 _ PROPOSED COMPREHENSK PLAN DESIGNATION: SF DETACHED NORTHERN BOLT W S4SE OF LUMN<4IRE SCRIBED KM A i II MINIMUM DWELLING UNITS REQUIRED: 33 9f' AND srAwED 'KC-T-30 1888' LOCAIFD .SE OF 1 MA%WUM DW'ELIING UNITS ALLOWED: BB �WNERIbEVELOPfR THE SE CORNER AT THE WERS1E'L710N OF AtAPIE VALLEY H ' MGAY (SR 169) AND 161ST AVE S.E, LUMINURE 6 �t PROPOSED DWELLING UNI75: 37 ROBERT McCORI,9CK LOCQPD !.0' SOUO1iA5T OF 7HE BACK OF SIDE1010. - PROPOSED NUMBER OF LOTS: 37 i81 MAPLMY ROAD ELEVATION a 121-48 FEET MINIMUM LOT SIZE 2550 SF TYP. �, LOT WIDTH dr DEPTH: 3XY TYP. WIDTH, BW TYP. DEPTH pSELAHME. BDgeg4m5-2219 i�w� ( l�iH �ra�+r+rN REQUIRED ON-STfE RECREATION SPACE 14,430 SF "- PROVIDED ON SITE RECREATION SPACE 1B.606 SF �L CIAL ENGINEER = KBVG COUNTY SURVEY CONTROL PORT Na. Z276 MEANS OF SEWAGE DISPOSAL: CEDAR RIVER WATER and SEWER DISTRICT PACIFIC ENGINEERING DESIGN. LTC NORTHERN BOLT W BASE OF LUMINgIRE SICRTBED WITH A 1� SOURCE OF WATER: CEDAR RIVER WATER and SEWER DISTRICT 15445 53rd AVE S. 7P MID SrARMNPEERD 'KC-7-30 1998' LOCATED SE OFSEATT OF MAPLE Y AAA �SE. SCHOOL DISTRICT: RENTON ! 403, KENT #415 (BORDER DISTRICTS) WA 9431 PHONE PHONE (2D8) 431 -7970 Y {SR 189 18T57 LlAl11kAME 1} l . I'1 FIRE DISTRICT: KING COUNTY FIRE PROTECTION DISTRICT No. 25 FAT. (208) U-, 60 T LOCATED D' OF THE BACK OF SIDEWALK _ TELEPHONE SERVICE QWEST ELEY7LT10N��-121.48 FEETPOWER �4 SOURCE. PSE SURK YOR : ( 7SBEWT PIf MAIL IN PAVEMENT REQUIRED MISTRUCTURE SETBACKS: FRONT: 10' HANSEN SURVEYING ELEVATION 142.59 FEET SIDE: 5' (10' 2 SIDE YARDS) l7420 16TH AVE SE. RENTON, WA. 98058 REAR: 10' PHONE: (42.5 253-6440 SET PK N4p. ELEVATION 1 PA2 FEET 1� WETLAND AND / OR STREAM BUFFER 15' FAX: (425) 253-0286 SEE EXISTING CONDITIONS FOR FULL EXTENTS OF PROPERTY 1 ti e� rL IUD in 4 saa`� PROJECT NO.: �UO3 DRAWN BY,- Hoe / BCS ISSUE DATE: 02-+0-2008 SHEET REV: CCIVEFB EMI p 1 SEIEET T A]F 6 REVISIONS I I I I I I I I I I I I I I I I I I A PORTION OF THE SE 1/4, SEC. 23, TWP. 23 N., RGE. 5 E., W.M. AND A PORTION OF THE SE 1/4, SEC. 24, TWP. 23 N., RGE. 5 E., W.M. e�CV7ALffy— ROAD RE OF Pw�ma f�p. 1110J: 1 11 lap ASPH&T CURalm EWE or p,4,, Typ. _4�=N DITCH NEw ASPHALT 41 NEN CHANNELIZATICIN Nam. 101) YEAR FLOOD EMV 0 EX 35' CULVERT - 1181 NEW CKANNELIZATION 0 NEW ASPHALT ----------- ---------------- —_-Nm RIP -RAP s;aP—ING PROPOSED ACCL9§,— Rl W RAMP ml�jpmN3 -7 _11�. ----------- F6. --- - ----- -- ROPOSEa 0RJFICr -- - ---------- L STRUCTURE— 77 ---------- -- - ---- ---- -- ---- - T DEADTOP ------------ ------- E OF F TOP DF, _�_ - ___ ___w;; ;;_- - - - - - - - ___ - 1&� -- --------- --- - ----------- STORAGE -120 N - ------------- - -------- --- ------ - - ------ ------------ 'BOTTO SURFACE - - - - - - --- ----- EL �= 11.6 . __ ­-nT ___ p�- ..... ... .. -7: ver Pcm C0NCPE7E 34� T: )NA SEE f FF- 7-T J0 I KM ae WATER ER ASBUIL7 2' CEOR RIVER m LJ �4Z ODNN C7 WA 70 E DJ. J, lO 4NETTO EI P=146.0 4 SEWER PRO 7_ rw a -W SED CB- E I R PRO CONNECT TO SED,,STORM Z74 BOUNDARY M, _14 17 D OSED i 4+ DO a-y34g- 160 sg 71 7C�' 7­7' a2 � ---- -------- wIT. WErLAND JH: 3D II_,, / ", , � 3 L�7 29� /I0, " I 2 wETVAND L: . BOPNID ARY; U7A 23 22 1' 4 J DEBRIS jf �4. BARRIER BERM ;_7 ........ I! EE SHEET se PDEBITS BYPASS. . I N 6L -ME 5 AM SEE SHEEnP 5 FOR S 072r_':�' 11--,. DETAIL 4 qIJ7E.R .6' 7. -------------- :7 QFNQ - j PROPERTY BOUNDARY - --------------- _77 BERM HEIG�4T SEE r -- ---- ISHEET-Pr -C �10 A, WATER FEND WITH CONIC. BLOCKIING AND PIPE ...... Z 17_ -------- -- LOT LINE rl-------- -- - SANITARY SEWER MANHOLE W1 SS MAIN -------------- li -7 -------- - r ROAD CENTERLINE -------- 7- ------------- Eli. j --_.__._._EXISTING EASEMENT CATCHBASIN (SOLID LID) W/ ST LINE --------- --------------- - - -------PROPOSED EASEMENT PIPE DIRECTION ------ a in 2c N 60 PROPOSED ASPHALT PAVEMENT —wo— FINISHED GRADE CONTOUR ---------- SCALEr-W EXISTING GRADE CONTOUR f7 PROPOSED SIDEWALK ti 71-1 t I Q C4 U­ �PRGJECT NO, 0700fj DRAW4 By: HIM / ECS ISSUE DATE: 04-02-2008 SHEET REV.: CXX,IIC*3'TUAL CFLAc0n AM UTL.MES PLAN P3 -3 cw a I Stream along the south boundary of the site, portions of the stream are lined with half cut 12" or 18" CPEP Stream along the south boundary of the site. Part of site has been filled with retaining wall along the south boundary. a bit t [ A, 'A M- ��.� Ag "114. 4 flo 44h 1w, ?dw f � ' � I � / Y Gravel driveway leading to the mobile home at the northeast corner of the site. Water is ponding at some locations of the driveway. 'ir plu -1614 ,~�w ..' 'i ��'~ t�ir.�i yr. [ .mow �3' r � Ilf� r '�� 4• � r r � `r -e 0. y i ' y p �` Sill► • r ,. i ne northwest corner or tie asphalt driveway loop near the entrance of SR-169. A sewer manhole can be seen in the driveway. I SR-169 south side ditch along the frontage of the site looking toward east from east edge of the site entrance. K- t b9 south side ditch looking toward west from the west edge of the site entrance. r a 36" C:MP culvert inlet. More than half of the pile was buried with sediment. 36" CMP culvert outlet to wetland area in the flood plain of Cedar River. The outlet was in good condition. f From the above drop inlet catch basin looking toward east. } srF 1 a� Cd v i Water quality pond water level control and primary overflow structures SCWPI -CB I, SCWPI-CB2 and catch basin MHQ120 Sid ! ' • �� '. �M ��� ..:� f . i � x�� {Y;`+! � - � .sr•,M� Mi � T �r. 11 � f i! / •r x � �,ig�, � r' ,5 ;"�..,fr ,. S �1' f E'S -,+ � k-._;_� ' Y� �.. r •'.��i :�,sea.�. , +o , I Mow -,qtom !C' Secondary emergency overflow weir at the north end of the pond, berm fill up to 3 to 4 feet high � .,� r Iy r . I ,., I� I � 1 ! • I jj �` 1 � t � �, 7 �. _� � Pi', y rr t . � � ;.41� , ` I �•4 `fir 1 V� I`y Ir �J J iF _�s J 41S _ F - •y�4. ' at' .'� 'may. �-. "'i1 :.•per -'`' � ~��� "er.. r +f ri �a W •� t AF�`' ow '�• _ y �' �J �/d�ir. _. 4` i,y tom, u; R � <�-- � ,�f� � ••�_h ,.�� - ` *i {'y. ~J *10 40 .. ' ,� art• `' a j� '�,i'� -•< � ` � ^'off _.�'+T'"" _ • �� •. ` : �. w Jf Jw da '_ 1 Wetland inlet CB#1 for Summerfield Ravine stabilization s A A- a w V.W—Ikl 4t " pt� oe Av Ac lb 4f% T_ 'k SON, m I 18" CMP culvert crossing SR-169 at approximately 20' cast (upstream) of the 24" CMP culvert under 1615t Avenue SE 36" concrete culvert at the west side of 161" Avenue SE at the south side of SR-1 69 . . . . . . . . . . . . rp L L t It iN7 AM w {L ' � :_"y,i i r!rr +� f1a�. Ll��k*� ',�� r. •}-� t xj; �.: v':�.P { x op"0005, i TYPES 3 and 4 FILE CONTENTS / LOG SHEET (Format Plat, Rezone, Special Use, Shoreline Redesignation) FILE NUMBER: L08P0003 HEARING DATE(S): PLAT/PROJECT NAME: McCormick Plat CONTINUANCE HEARING DATE(S) PLANNER: Kim Claussen PROPOSED ORDINANCE NO.: ENGINEER: Bruce Whittaker RELATED APPLICATION & FILE NO, APPLICATION FILED (date): April 2, 2008 EXAMINER DECISIONIREC: COMPLETE APPLICATION (date): 5 7 d 9 APPEAL FILED: ❑ NO A. COUNCIL ACTION: HEARING DATE(S) 1. ❑ NOTICE OF APPEAL 2. ❑ APPEAL ARGUMENTS B. HEARING EXAMINER'S ACTIONS ❑ YES date: ORDINANCE NO.: EFFECTIVE DATE: 1. ❑ PREHEARING CONF. NOTICE date(s): 2. ❑ HEARING NOTICE date(s): 3 ❑ PREHEARING ORDER date(s): 4 ❑ CONTINUATION date(s): 5. ❑ REPORT date(s): 6 ❑ RECONSIDERATION date(s): 7. ❑ APPEAL SUMMARY date(s): C. DDES STAFF ACTIONS 1. ❑ REPORT date mailed: 2. ❑ ADDENDUM REPORT date mailed: 3. ❑ TRANSMITTAL TO EXAMINER (POR's1DOCSISTUDIES) date sent: 4. ❑ PROPOSED ORDINANCE No. REQUEST TO THE KC CLERKS OFFICE date sent: D. SEPA REQUIREMENTS 1. ❑ THRESHOLD DETERMINATION: 2. ❑ DATE 500' RADIUS/AGENCIESIPORSISTAFF SENT: 1 ❑ APPEAL FILED: ❑ YES ❑ NO a. APPELLANTS: b. APPEAL ARGUMENTS: DATE ISSUED: date received: date received: date received: date received: date received: L08P0003 PUBLIC NOTICE REQUIREMENT 10 NOTICE OFF APPLICATION o AFFIDAVIT OF POSTINGIPOSTING PACKAGE SENT 5I1(11// ey REC'D 5 7 LEGAL AD SEATTLE TIMES date(s) sent: 15023 date published. 6-1-�,1v LOCALS dates) sent: �115-loy date published: of Log I IF 500' RADIUS/AGENCIESIPOR's/STAFF date(s) sent:? i 2. NOTICE OF RECOMMENDATION/PUBLIC HEARING a) LEGAL AD SEATTLE TIMES date(s) sent: date published: LOCALS date(s) sent: date published: b) 500' RADIUS/AGENCIESIPOR's/STAFF date sent: F. APPLICATION Date received: April 2, 2008 1. 0� INTAKE CHECKLIST 2. 1P, APPLICATION FEE 3, APPLICANT DESIGNATION FORM 4. LEGAL DESCRIPTION 5, ;. ASSESSOR'S MAPS: 6. q CERTIFICATE OF WATER AVAILABILITY 7, EA CERTIFICATE OF SEWER AVAILABILITY 8, ❑ PRELIMINARY HEALTH APPROVAL 9. ❑ CERTIFICATE OF FUTURE CONNECTION 10. FIRE DISTRICT RECEIPT 11. SITE PLAN/PLAT MAP 12. LEGAL LOT PROOF 13. AFFIDAVIT CONCERNING CRITICAL AREAS COMPLIANCE 14. ENVIRONMENTAL CHECKLIST 15. TRANSPORTATION CONCURRENCY 16. LEVEL ONE DRAINAGE ANALYSIS 17, OTHER 1�a1� 18. ❑ WAIVER(S) G. ADDITIONAL PLANS/MAPS DATES RECEIVED: 1. CONCEPTUAL DRAINAGE PLAN 2. WETLAND MITIGATION PLAN 3. REVISION NO. 1 4. REVISION NO. 2 5. REVISION NO. 3 6. REVISION NO. 4 7. OTHER MAPS a`nG 6Y6,AI •it *.� �'�t��:t�'an pia. igA L08P0003 DH. SPECIAL STUDIES DATES RECEIVED 1.VVIETLAN �Y U REPORT �q 2. EOTECHNICAL REPORT l� 9 3. TRAFFIC STUDY 4. WILDLIFE STUDY 5 OTHER (document title) 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33, 34. 35. o PACIFIC ENGINEERING DESIGN , LLC CIVIL ENGINEERING AND PLANNING CONSULTANTS May 7, 2008 Ms. Kim Claussen Project Manager III King County DDES 900 Oakesdale Avenue SW Renton, WA 98057 RE: Response to Notice of Incomplete Application McCormick Plat, Application No: I.081)0003 Filed on April 2, 2008 Dear Ms. Claussen: I _ 1 .. a.?,? s, . IS PED Job No.: 07093 We have revised the Level 1 Downstreamn Analysis for the project referenced above in accordance with the Notice of Incomplete Application letter dated April 30, 2008. The following outline provides your comment in italics exactly as written, along with a narrative response describing how the comment was addressed: 1. The Level 1 Drainage Analysis must contain actual copies of the relevant downstream complaints- The complaint locations must also be shown on the downstream mapping. The Task 5 Mitigation must also address ho►1, each relevant complaint is mitigated per Core Requirement 42 ofthe King County .Suface Water Design Manual. Please submit ten (10) copies of a revised Level I Drainage Analysis per above. RESPONSE: The Level I Drainage Analysis is revised and now includes actual copies of the relevant downstream complaints. Printouts from King County show that 95 downstream drainage complaints were filed with the County since 1988. After screening these, we find 31 potentially relevant complaints. Copies of these were obtained from King County records and reviewed. We find that only 5 of those complaints show any potential to be aggravated by flows from our site at the time of the complaints. All 5 have since been addressed and solved through improvements prior to this application. Please see the Level I Drainage Analysis for further information. Ten copies of the revised Level I Drainage Analysis with actual copies of the 5 relevant complaints are included with this letter. Also included for your reference, is the McCormick Plat Addendum Downstream Drainage Complaints binder which includes actual copies of all 31 potentially relevant downstream complaints. wvww. paceng. corn 1 544E 53RD AVENLIE SOUTH, SLATE 100, SEATTLE, VVA 08'. 8B FAX 2DS 3BB-1 64B PH❑NE 425 251 -8B 1 1 206 431-7S70 k t If you have questions, comments, or need additional information, please contact me at your earliest opportunity. Thank you. Sincerely, I L u Laren Project-Manager, Member Enclosures: Revised Level 1 Downstream Analysis (dated May 6, 2008) (10 copies) McCormick Plat Addendum Downstream Drainage Complaints Binder (dated May 6, 2008) (1 copy) cc: Robert McCormick (without enclosures) Courntey Kaylor (without enclosures) Pacific Engineering Design, LLC Page 2 of 2 S: �Projecl rilesW093 McCormick Plal',Responses and Conouenrs iRc spwise to Notice of Incomplete ripplication.doc King County Department of Development and Environmental Services Land Use Services Division 900 Dakesdale Avenue Southwest Renton, Washington 98055-1219 (206) 296-6600 TTY (206) 296-7217 Alternative formats available upon request Drop -Off Cover Sheet for Land Use Services Division IMPORTANT PROJECT NUMBER AND NAME IS NECESSARY FOR ALL DROP-OFFS Project No.: _� �D 0 Project Name: C Q lit IC L A I FROM: A-ff.S Company Name I Contact Person Telephone No.: c4-©L-, 11,3 1, 17`i17e TO: I C LASS Date Received by LUSD �V b c- i*} in r r:" ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF (please print) Short Plat 1 Plats Please specify item(s) dropped -off: Z S PC'N 5 C L_,F-T71= ?2 TIP *IVG 1 /C &- L / n/C_�.�'1 .,4-77,0 A/ " l f Gc"4 I / 12 e4.1 S-e LL -v e. f 6 n C 3 ,o r-C.S i --- C,C,2. 4 1 C lZ- 1'2L A-1- Lot Line Afflustment Permit C.o/+r'c r� /,L 7- Please specify item(s) dropped -off. - Right of Way Permit Please specify item(s) dropped -off - Clearing 1 Grading Permit Additional information requested; please specify itern(s) dropped -off. Other: PLEASE NOTE: All drop-off item(s) will be logged into the computer under the project number, therefore, it is important that the top portion of this form is completed properly before you' drop-off anything. Assistance in finding a project number can be provided by speaking to a Land Use Services Division Person of the Day (POD) or the Zoning/Land Use Technician. Your cooperation is important. Thank you. LUSD Drop-off Cover Sheet fg-cvs-drepoff.pdf 05-30-2002 Page 1 of 1 King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 May 16, 2008 Robert McCormick 161 Mapleway Road Selah, WA 98942 RE: Notice of Complete Application for Application Time Periods Application No. L08P0003 — McCormick Plat Date piled: April 2, 2008 Date Complete: May 7, 2008 Dear Mr. McCormick: The purpose of this letter is to notify you that on May 7, 2008, the Land Use Services Division determined that the above -referenced application is complete under current requirements for a complete application, with the submittal of the revised information. This initial determination is intended only for the purpose of applying the time periods for permit processing specified in King County Code. Supplemental information may be requested by the Division, as necessary, for the continued review of your application. Our goal is to process your application within 150 days. However, the complexity and level of analysis required to review your project and available staff resources will affect the actual review time. The timeline can also be impacted by one or more of the following: • any request made by the Division for additional information • changes or revisions requested by the applicant • mutually -agreed -upon requests to stop the time clock • preparation of an Environmental Impact Statement • failure to post the property • resolution of land use decisions appeals If you have any questions about your application or the posting requirements, please call me at (206) 296-7167. Sincerely, Claussen, Project Manager III Current Planning Section cc: Pacific Engineering Design LLC Bruce Whittaker, Sr. Engineer, Engineering Review Section, LUSD Application File King County Dept. of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 L08P0003 McCormick Plat DDES Project Number aFFraavrr o� POSTING.'. N � hereby affirm that I have posted the following: I, Y (print name) X Notice of Permit Application ❑ Other on the 2kj—day of2008, in accordance with the Department of Development and En ironmental Services' requirements. I further affirm that the notice will remain in place and visible during the full required notice period. Notice was provided at the following location(s): I's c-L-�� � 3) I hereby affirm that the above is a true and correct statement. FILE Ci: O gnatu This affidavit must be completed and returned to the Land Use Services Division within 7 days of posting. Improper posting or failure to return the affidavit within 7 days shall be cause for the final decision regarding your permit to be postponed. cific Engine lr--' -�I-r-I,Site Location: , s g 15445 53rd Ave S � . - 1 Chili Engineering ,4 Seattle, WA 98188 .. Planning Consult To: KinL County DDES 900 Oakesdale Avenue SW Renton, WA 98055 We Are Sending You: Affidavit of Posting Date: Attn: Job No: Project: Sheets Including Via: El Fax Transmittal ❑ Courier Hour Courier # Letter of Transmittal Mailing Address: PO Sox 24060 Federal Way, WA 98093 Phone: (206) 431-7970 Fax: (206) 3 88-1648 Website: wwwTpaceng.com May 27, 2008 Kim Claussen 07093 McCormick Plat Fax # Affidavit sent via email also to ® Mail ®Other kimberly.claussennmetrokc. 99-V- Copies No. Description 1 1 Original Affidavit of Posting Signed by John Nason on 5/27/08 (mailed in envelope provided by County) Remarks: Copy: of Affidavit sent via email to: Robert McCormick and Courtney Kaylor/ McCullough Hill PS File Signed: 11.,,,, ❑ Original ❑ File Copy ❑ Billing Copy 5130 5137 5160 5135 _ 5150 5165 5136 _ _ 5155 5166 Department of Development and Environmental Services LQ OAK-DE-0100 King County 90n Oake5dale Avenue Southwest Renton, WA 98057 L 99 O.q- 7 JR'5—P t King County Dept. of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest 7 212 Renton, Washington 9805 -5 Notice Board & Posting Procedures Instruction Package Notice of Application Posting package mailed 5/16/08 to Pacific Engineering Design LLC L08P0003 Attn: Greg Diener or Lou Larsen, 15446 53`d Ave S, Seattle, WA 98188 In accordance with King County Code Section 20.20.060, enclosed you will find instructions, specifications, and materials in order to meet the notice of application posting requirements of the County. Please read these instructions carefully and take action quickly to order your notice board sign. The sign must be up and notices posted 14 days from the date of the complete application letter. Your notice board sign can be ordered through a sign painter, using the information supplied on page 2 of the enclosed "Notice Board Requirements." The cost of the sign is the responsibility of the applicant. Further processing of your application is dependent upon fulfilling the notice of application posting requirement When your sign is in place, attach the colored laminated notice of application along with the plastic envelope (containing extra copies of the notice of application) to the notice board as depicted on page 1 of the instructions. Maintain a supply of notices within the plastic envelope throughout the comment period. The posting sign/notice board must remain in place throughout the duration of your application. The sign must not obstruct the view of pedestrians or vehicular traffic. Immediatelv upon completion of the above instructions, complete the enclosed affidavit of posting and return to the Department of Development and Environmental Services, Land Use Division, Current Planning Section, at the address shown above (envelope enclosed). Failure to comply with Dostina requirements may be cause for a delav in the rocessinq of your application. If you have any questions, please call the Land Use Services Division at (206) 296-6600. Enclosures: Notice Board Requirements -Application Laminated Notice of Application Waterproof Vinyl Envelope containing copies of the Notice of Application Affidavit of Notice of Application Posting form/LUSD return envelope King County Dept. of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 L08P0003 McCormick Plat DDES Project Number (print name) X Notice of Permit Application F1 Other AFFIDAVIT OF PQBTFNG , hereby affirm that I have posted the following: on the day of , 2008, in accordance with the Department of Development and Environmental Services' requirements. I further affirm that the notice will remain in place and visible during the full required notice period. Notice was provided at the following location(s): 1) 2) 3) hereby affirm that the above is a true and correct statement. Signature This affidavit must be completed and returned to the Land Use Services Division within 7 days of posting. Improper posting or failure to return the affidavit within 7 days shall be cause for the final decision regarding your permit to be postponed. Standards:for Locating and Installing Notice Board The notice board shall be located and installed to the specifications described below. Number of Notice Boards required for this application: ONE (1) Notice board shall be located. Adjacent to SR-169, and; • Midpoint on the site street frontage or as otherwise directed by LUSD staff to maximize visibility. • At a location 5 feet inside from the street property line; a notice board structurally attached to an existing building shall be exempt from the setback provisions, provided that no notice board is located not more than 5 feet from the property line without approval from LUSD staff. • So that the top of the notice board is between 7 to 9 feet above grade. • So that it is easily accessible and totally visible to pedestrians and does not obstruct the view of pedestrians or vehicular traffic. The applicant shall erect the notice board by solidly setting the post 12 to 18 inches into the ground; or structurally attached it to an existing building. Two 4" x 4" 8-foot-long (minimum) posts and four washers, bolts and nuts (3/8-inch diameter and bolts are 5-inches long) shall be used to install the notice board. Installation Certification The notice board(s) must be installed within 14 days after Land Use Services Division has determined that the application is complete. The enclosed "Affidavit of Posting" must be signed, and returned to the Land Use Services Division within 7 days following the date of posting. Maintenance and Removal of the Notice Board The applicant shall maintain the notice board in good condition throughout the application review period, which shall extend through the time of the final county decision on the proposal and the expiration of any applicable appeal periods. If the notice board is removed, LUSD review of the land use application may be discontinued until the notice board is replaced and has remained in place for the required period of time. TO BE FILLED OUT BY LUSD STAFF NOTICE BOARD TEXT INFORMATION (To Be Given to the Sign Painter) Type of Action: Formal Subdivision Proposal: Subdivide 11.59 acres into 37 lots for single family residences File No.: L08P0003 McCormick Plat NOTE: If you require this material in Braille, audio cassette, or large print, please call 206-296-6600 (voice) or for hearing impaired 206-296-7217. Notice Board Requirements-NOA 8/8/61 Pg 2 /1• NOTICE BOARD REQUIREMENTS - NOTICE OF APPLICATION King County Dept. of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 Per King County Code Section 20.20.060, a notice board must be prepared and posted for your land use application. Please prepare and post in the following manner: Notice Board Size and Text Specifications The notice board shall be constructed to the specifications described below. The notice board shall display the information shown in the figure. Board Construction: The notice board shall be constructed with 4' x 4' plywood. Professionally prepared plastic notice board overlays, permanently affixed to the board are permissible. Notice boards may be reused but they must be clean and show no evidence of former wording. Lettering style: Helvetica or similar standard typeface 2. Lettering size: Title should be 3" capital letters (NOTICE OF PROPOSED LAND USE ACTION). Other letters should be 2" letters except on the 8%" x 14" laminated paper providing the details of the proposal. See illustration below for use of capital and lower case letters, and placement of laminated paper and vinyl jacket. 3. Lettering: Black (permanent ink or silk-screen) 4. Background Color: White b. Logo: King County emblem, in black 6. Laminated Notice of Application on a legal size sheet which provides information regarding the proposed land use application. TO BE SUPPLIED BY Land Use Services Division (LUSD) (see enclosed). 7. Legal size waterproof vinyl jackets with a fold flap, and wrap string. TO BE SUPPLIED BY LUSD (see enclosed). The applicant must make copies of the Notice, place them in the vinyl jacket, and maintain a supply of copies throughout the posting period. 4 FT O NOTICE OF PROPOSED LAND USE ACTION King County Department of Development and EnvironmenW Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 Call (206) 296-6600 Type of Action: Proposal: File No.: NOTICE OF APPLICATION 8.5" X 14" LAMINATED 4 FT EXAMPLE COPIES OF NOTICE OF APPLICATION IN VINYL JACKET Notice Board Requirements-NOA 6/8/01 Pg 1 Moe, Judi From: Claussen, Kimberly Sent: Tuesday, May 13, 2008 8:39 AM To: Mae, Judi Subject: NOA - McCormick Plat - L08P0003 Attachments: 108p00032noal .doc Attached is the notice of application for mailing this Friday, if possible -- One sign is required, adjacent to SR-169. I'm waiting to hear back re who to mail it to, as they checked the applicant & consultant. I'll let you know. Please let me know if you need addtl. Info or have Ts. Thanks NpO0032noa1.doc (62 KB) Moe, Judi From: Claussen, Kimberly Sent: Tuesday, May 13, 2008 3:27 PM To: Moe, Judi Subject: Posting Pkg - MCCormick L08P0003 Please mail posting package to Pacific Engineering Design LLC Attn, Greg Diener or Lou Larsen 15445 53rd Ave S Seattle WA 98188 Let me know if any 7s. Thanks Legal ,Ad Request Page 1 of 2 Moe, Judi From: Legals [legals@seattletimes.com] Sent: Thursday, May 15, 2008 3:14 PM To: Moe, Judi Subject. RE: Legal Ad Request Hi Judi, Your legal notice for L08P0003 is scheduled to run on Wednesday 5121 in the Seattle Times on Ad# 3915417 costing $47.44. Thank you, Kathy Baldwin Legals Account Executive Seattle Times representing The Post Intelligencer Phone: 206-652-6018 Fax: 206-515-5595 Email: legals@seattletimes.com ... ...... From: Moe, Judi[mailto:Judi,Moe@kingcounty.gov] Sent: Thursday, May 15, 2008 2:02 PM To: Legals; legals@kcjn.com Subject: Legal Ad Request Linda, please publish in the Renton Reporter. Thank you, Judi Please confirm receipt. Please publish legal notice in your newspaper on May 21, 2008 which will meet our minimum legal notice requirement. Should this not be possible, please fax or call me as soon as possible. Please submit your invoice with 3 copies of the affidavit of publication to DDES Accounts Payable as soon after publication as possible, in order for us to enter legal proof of publication in our file records, and so that we may process same for payment. Attachment: Legal Notice KING COUNTY DEPT. OF DEVELOPMENT & ENVIRONMENTAL SERVICES 900 Oakesdale Ave SW, Renton, WA 98057-5212 NOTICE OF PERMIT APPLICATION REQUEST: FORMAL SUBDIVISION File. L08P0003 McCormick Plat Applicant: Robert McCormick, Selah, WA Location: The south side of Maple Valley Highway (SR-169) west of Jones Road Proposal: Subdivide 11.59 acres, zoned R-12 and RA-5 into 37 lots for single family residences Program Manager: Kim Claussen, 206-296-7167 05/15/2008 'V I,egal,Ad Request Page 2 of 2 COMMENT PROCEDURES_ Comments on the above file are now being accepted by King County DDES, at the address listed above. Published this 21st day of May, 2008 c.c. Accounts Payable/Admin. Services/ DDES Application File: L08P0003 S.Times Acct.No.: 078871004 05/15/2008 Page 1 of 2 Moe, Judi From: Linda Mills [Imills@reporternewspapers.com] Sent: Thursday, May 15, 2008 2:16 PM To: Moe, Judi Subject: Re: Legal Ad Request Hi Judi, I have received your notice (re: file #L08P0003) to be published in the Renton Reporter on Wednesday, May 21, 2008. Have a nice afternoon, Linda Linda Mills Legal Advertising/Obituary Representative Reporter Newspapers - Sound Publishing 19426 68th Ave. So Ste A Kent, Wa 98032 253-234-3506 legals@reporternewspapers.com or paidobits@reporternewspapers.com From: Moe, Judi[mailto:Judi.Moe@kingcounty.gov] To: legals@seattletimes.com, legals@kcjn.com Sent: Thu, 15 May 2008 14:02:07 -0700 Subject: Legal Ad Request Linda, please publish in the Renton Reporter. Thank you, Judi Please confirm receipt. Please publish legal notice in your newspaper on May 21, 2008 which will meet our minimum legal notice requirement. Should this not be possible, please fax or call me as soon as possible. Please submit your invoice with 3 copies of the affidavit of publication to DDES Accounts Payable as soon after publication as possible, in order for us to enter legal proof of publication in our file records, and so that we may process same for payment. Attachment: Legal Notice KING COUNTY DEPT. OF DEVELOPMENT & ENVIRONMENTAL SERVICES 900 Oakesdale Ave SW, Renton, WA 98067-5212 NOTICE.OF PERMIT APPLICATION REQUEST- FORMAL SUBDIVISION File: L08P0003 McCormick Plat Applicant: Robert McCormick, Selah, WA Location: The south side of Maple Valley Highway (SR-169) west of Jones Road Proposal: Subdivide 11.59 acres, zoned R-12 and RA-5 into 37 lots for single family residences Program Manager: Kim Claussen, 206-296-7167 COMMENT PROCEDURES: Comments on the above file are now being accepted by 05/15/2008 Page 2 of 2 King County DDES, at the address listed above. Published this 21st day of May, 2008 c.c. Accounts Payable/Admin. Services/ DDES Application File: L08P0003 S.Times Acct.No.. 078871004 05/15/2008 Moe, Judi To: legals@seattletimes.com; legals@kcjn.com Subject: Legal Ad Request Linda, please publish in the Renton Reporter. Thank you, Judi Please confirm receipt. Please publish legal notice in your newspaper on May 21, 2008 which will meet our minimum legal notice requirement. Should this not be possible, please fax or call me as soon as possible. Please submit your invoice with 3 copies of the affidavit of publication to DDES Accounts Payable as soon after publication as possible, in order for us to enter legal proof of publication in our file records, and so that we may process same for payment. Attachment: Legal Notice KING COUNTY DEPT. OF DEVELOPMENT & ENVIRONMENTAL SERVICES 900 Oakesdale Ave SW, Renton, WA 98057-5212 NOTICE OF PERMIT APPLICATION REQUEST: FORMAL SUBDIVISION File: L08P0003 McCormick Plat Applicant: Robert McCormick, Selah, WA Location: The south side of Maple Valley Highway (SR-169) west of Jones Road Proposal: Subdivide 11.59 acres, zoned R-12 and RA-5 into 37 lots for single family residences Program Manager: Kim Claussen, 206-296-7167 COMMENT PROCEDURES: Comments on the above file are now being accepted by King County DDES, at the address listed above. Published this 21st day of May, 2008 c.c. Accounts Payable/Admin. Services/ DDES Application File: L08P0003 S.Times Acct.No.: 078871004 Please confirm receipt. Please publish legal notice in your newspaper on May 21, 2008 which will meet our minimum legal notice requirement_ Should this not be possible, please fax or call me as soon as possible. Please submit your invoice with 3 copies of the affidavit of publication to DDES Accounts Payable as soon after publication as possible, in order for us to enter legal proof of publication in our file records, and so that we may process same for payment. Attachment: Legal Notice KING COUNTY DEPT. OF DEVELOPMENT & ENVIRONMENTAL SERVICES 900 Oakesdale Ave SW, Renton, WA 98057-5212 NOTICE OF PERMIT APPLICATION REQUEST: FORMAL SUBDIVISION File: L08P0003 McCormick Plat Applicant: Robert McCormick, Selah, WA Location: The south side of Maple Valley Highway (SR-169) west of Jones Road Proposal: Subdivide 11.59 acres, zoned R-12 and RA-5 into 37 lots for single family residences Program Manager: Kim Claussen, 206-296-7167 COMMENT PROCEDURES: Comments on the above file are now being accepted by King County DDES, at the address listed above. Published this 21st day of May, 2008 C.C. Accounts Payable/Admin. Services/ DDES Application File: L08P0003 S.Times Acct.No.: 078871004 Page 1 of 1 .'hCities in a ZIP Code may be referred to by more than one name or spelling. These results indicate the actual city name. ("Not Acceptable" city names are listed for your reference only — do not use.) Actual City name in 98058 RENTON, WA Not Acceptable CASCADE, WA FAIRWOOD, WA Related Links Calculate Postage Calculate postage for your letter or package online! Rate Calculator Print Shipping Labels Print shipping labels from your desktop and pay online Click-N-Ship® Qther. Postage Business or Residence Lookup Yellow Pages Find a business nationwide. White Pages Find a residence nationwide. pv,ywvd by Switchboard Site Mao Contact Us Forms Gav't SerMe$ jDbs Privacy Policy Terms of Use National & Premijei Accounts Pagel of 2 klgKinqCounty DDES Parcel Information Report -Change Report - This report was generated: 4/7/2008 4:57:22 PM Print Report Parcel Number: 2323059029 -Change._Report Parcels - 3 Base Info The information Included in this report has been compiled by King Cou staff from a variety of sources and is subject to change without notice. K County makes no representations or warranties, express or Implied, as to accuracy, completeness, timeliness, or rights to the use of such informati King County shall not be liable for any general, special, Indirect, incidental consequential damages including, but not limited to, lost revenues or profits resulting from the use or misuse of the Information contained In I report. Any sale of this report or Information on this report is prohlbi except by written permission of King County. Parcel Number: 2323059029 Tax Payer: MCCORMICK ROBERT Property Name: VALLEY VIEW MOBILE HOME PARK Annexation: New Life - Aqua Barn (Pending), N/A Jurisdiction: King County Situs Address: 16405 SE RENTON-MAPLE VALLEY RD Zip Code: 98058 Postal_ Cif 0 Reference Info Plat Name: N/A Plat Recording Date: N/A Plat Lot: N/A Plat Block: N/A Kroll Page., 816, 817 Thomas Brothers Page: 1/4-S-T-R: SE-23-23-5 Lot Area: 510,581 Sq Ft. 7.1 Planning Info 657 (11,72 Acres) Zoning: R-12; RA-5 Comprehensive Land Use: ul, um, rr Development Condition: N/A Assessor's Open Space: N/A Commercial Use: STORAGE WAREHOUSE Number of Units: N/A (406) , EQUIPMENT SHED (472) Appraised Land Value: 2007 - $738,000, 2008 - $765,800, 2006 - $761,800 Appraised Improvements Value: 2007 - $887,000, 2008 - $1,053,100, 2006 - $738,200 f Administrative District Info Community Plan Area: Soos Creek Unincorporated Area Council: Greater Maple Valley Area Council School District: Renton School District 403, Kent School District 415, Fire District: King County Fire Protection District No. 25 (25) Roads MPS Zone; 337 ($6,406), 338 ($5,014) Roads Transportation Concurrency Mitigation Zone: 879, 880, 765 Waterfront: No Water System: WATER DISTRICT Water Service Planning Area: N/A Sewer System: PUBLIC Airport Noise Remedy Program., N/A Page 2 of 2 Council District. 9 Reagan Dunn Drainage Basin: Lower Cedar River: WRIA 8 Police Jurisdiction: King County Police Precinct: 3 Police District: F2, F5 Snowload Zone: Standard Agricultural Production District: N Forest Production District: N Rural Forest Focus Area: N Transfer Development Rights Type: N/A Transfer Development Rights Status: N/A Transfer Development Rights Permit Number: N/A S Inspection Area Info Building Inspection Area: S-6 Clearing Inspection Area: Richelle Rose Code Enforcement Inspection Area: Bill Turner, Holly Sawin ESA Inspection Area: Greg Sutton Grading Inspection Area. Ramon Locsin Land Use Inspection Area: Mike Meins 9 Sensitive/Critical Area Info Sensitive Areas Notice(s) on Title: None Sensitive Historic Site: !None Said Eagle Data: Bald Eagle Flag: N/A Aquatic Areas Buffer: Y Basin Condition: Low Flow Control Area: N/A Water quality: N/A Critical Aquifer Recharge Area: Class 1, Class 2 Area of Potential Wetland Influence: Y Shoreline Management Master Program Designation: Conservancy GIs Mapping Operations (GISMO) Version 1.2.1 (i) Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 Not%e of Application (Type 3) Applicant: Robert McCormick File No.: L08P0003 — McCormick Plat 161 Mapleway Road Selah, WA 98942 DDES Project Manager: Kim Claussen Telephone No.. 206-296-7167 e-mail: Kimberly,caussen@kingcounty.gov Consultants: Pacific EVineering Design LLC Date Application Filed: April 2, 2008 15445 53 Avenue S Date Determined Complete: May 7, 2008 Seattle WA 98188 206-431-7970 Fg, Project Location: The site is located on the south side of Maple Valley Highway (SR-169), west of Jones Road Project Description: This is a proposal to subdivide 11.59 acres zoned R-12 and RA-5 into 37 lots for single family detached residences, and tracts for critical areas, drainage, and open space Permits requested in this application: Formal subdivision Relevant environmental documents are available at the address below: Environmental checklist, drainage study, geotechnical study, wetland/stream study, traffic study Development regulations to be used for project mitigation, known at this time: King County Code 21A., including critical area regulations, 2007 King County Road Standards and 2005 Surface Water Design Manual Consistency with applicable County plans and regulations: This proposal will be reviewed for compliance with all applicable King County Codes, including those noted above Other permits not included in this application, known at this time: None A public hearing before the King County Hearing Examiner is required for this application. Notification of the public hearing date will occur approximately 30 days prior to the scheduled hearing date. The Department of Development and Environmental Services (DDES) will issue a report and recommendation to the Hearing Examiner two (2) weeks prior to the scheduled public hearing. Following the close of the public hearing, the Hearing Examiner will issue a written decision which may be appealed to the Metropolitan -King County Council. Details of the appeal process will be included in the notice of recommendation. Any person wishing additional information on this proposed project should contact the Project Manager at the address listed above. Written comments may also be submitted to DDES. You may review the application and any environmental documents or studies in our Renton office. NOTE: If you require this material in Braille, audiocassette, or large print, please call 206-296-6600 (voice) or 206-296-7217 (TTY). Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 Date of Mailing: May 30, 2008 Please send me notification of the public hearing and other official notices concerning this application. File No.: L08P0003 — McCormick Plat ( Please print) Name: Address: Telephone No.: King County has received an application to develop property at the address listed above. You are receiving this notice because our records indicate that you own property within approximately 500 feet of the proposal SALU5DICURRENT PLANNING15upport StaffJudi1P1ats1L08P0003 NOA.doc 1 (2/. >['y1� [ I 1 z4 7, a= II �� m - - - - -- - _ r 1 m M g }} 1 (f] f 1�' ` �•, 'ram l'� 'I I�. F- N gr - ; r' 1 07 Ul - �f(r ��,� I �`s� -yu- _ - 1 __ *�1 '1 �w'a--.'-elves �I'•� m ��l r7f A>'a iY'I .+ '" I� II II[ -III �� ISMS 4.I Ii�fr.M I 1u7 t f f L �•. Y - F�,: Jd l.• k I '2^SP / ��J } A x II D - ff f•A �, �'� -'t."��,_.__. ' � '� yI - �i��.L� yl i � N I i 0 4=� m ,.. dr. 'I. ��'I Orb' �'` L I•, : l I I / tl mm i-tea- 1- jllr I }lI rn tiU ;I ..: A• I I I f- - lE ROADjo i r jr N ld ar _-rr: �. -``�K - z 83 xtwzrm Aly �"�l': •.•� 1. �i'� ":'�:' 111. � b.y. ro �A pi a N. 1..{.SADDD3 T Pacific Engineering V y McCOR[vEICK PLAT Design, LLC aNffroofteamg A;. -.-- S 16 "�0'� Pwrn It06)dJ1-797a F.5: f30E13��616 ISmS 5'IFO Aw, 6.Sxitlk, WA 96tl6 wwwppnpWln pl' r �✓ -1 , I` �sw�e — -`IiR } lj 4i O ( I ) m I -A f "F N m z z Q m pi Y I m I a \ I I fi 1 t I I �0 3 McCQRMICK PLAT — CPgclqc FnglnLIeerinv- KING COV rY Design, C �! . M4'LEWAY VOID 4 i fp PYbne (2U9} qO1-797P FeR f206M8-1' 4 LSdL553AC%Ave SSwnllN WA WTA —pece 'gcom (F) Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 Applicant: Robert McCormick 161 Mapleway Road Selah, WA 98942 Note of Application (Type 3) File No.: L08P0003 — McCormick Plat DDES Project Manager: Kim Claussen Telephone No.: 206-296-7167 e-mail: Kimberly.caussen@kingcounty.gov Consultants: Pacific Enpineering Design LLC Date Application Filed: April 2, 2008 15445 53' Avenue S Date Determined Complete: May 7, 2008 Seattle WA 98188 206-431-7970 Project Location: The site is located on the south side of Maple Valley Highway (SR-169), west of Jones Road Project Description: This is a proposal to subdivide 11.59 acres zoned R-12 and RA-5 into 37 lots for single family detached residences, and tracts for critical areas, drainage, and open space Permits requested in this application: Formal subdivision Relevant environmental documents are available at the address below: Environmental checklist, drainage study, geotechnical study, wetland/stream study, traffic study Development regulations to be used for project mitigation, known at this time: King County Code 21A., including critical area regulations, 2007 King County Road Standards and 2005 Surface Water Design Manual Consistency with applicable County plans and regulations: This proposal will be reviewed for compliance with all applicable King County Codes, including those noted above Other permits not included in this application, known at this time: None A public hearing before the King County Hearing Examiner is required for this application. Notification of the public hearing date will occur approximately 30 days prior to the scheduled hearing date. The Department of Development and Environmental Services (DDES) will issue a report and recommendation to the Hearing Examiner two (2) weeks prior to the scheduled public hearing. Following the close of the public hearing, the Hearing Examiner will issue a written decision which may be appealed to the Metropolitan -King County Council. Details of the appeal process will be included in the notice of recommendation. Any person wishing additional information on this proposed project should contact the Project Manager at the address listed above. Written comments may also be submitted to DDES. You may review the application and any environmental documents or studies in our Renton office. NOTE: If you require this material in Braille, audiocassette, or large print, please call 206-296-6600 (voice) or 206-296-7217 (TTY). Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 Date of Mailing: May 30, 2008 Please send me notification of the public hearing and other official notices concerning this application. File No.: L08P0003 — McCormick Plat ( Please print) Name: F.1155lit" Telephone No.: King County has received an application to develop property at the address listed above. You are receiving this notice because our records indicate that you own property within approximately 500 feet of the proposal SALUSDTURRENT PLANNINGISupport 5taffJudAPlats1L08P0003 NOA.doc • wog cVGtl 1u1� pgIG6 VM-aill9o55 cry 1 ... � y9 fW9l-BBf(BOiI-n�9L6G-LE9 [90Z7' 4R wI,YM� � � 2 a CL A1.Nf103 £3NI?I ra��raau�8u3 u�ae� lv�d ��twaoo�w - 1 ff S �aaa�r�o� s w 'i EAM FD40 (E Renton) FD25 Fire Protection Dist #40 Fire Protection Dist #25 10828 SE 176th St P.O. Box 2925 Renton WA 98055 Renton WA 98056-0925 LI15 MS: KSC-TR-0431 KC27 Fairwood Library Gary Kriedt 17009 - 140th Av 5E KC Metro Envirn. Planning Renton WA 98058 LI20 U23 Highlands Library Kent Regional Library 2902 NE 12th St 212 - - 2nd Av N Renton WA 98056 Kent WA 98032-4482 L136 Documents Dept. Librarian LI24 Renton Library King County Library System 100 Mill Av S 960 Newport Way NW Renton WA 98055 Issaquah, WA 98027 PL18 PL19 Kent Engineering Dept Kent Planning Dept 220 - 4th Av S 220 - 4th Av S Kent WA 98032 Kent WA 98032 City of Renton PL33 Clinton G. Marsh, Director Fac. & Const. Dept SD9 Economic Development Dept. Kent School District # 415 1055 S. Grady Way 12033 SE 256th St. Bldg B Renton WA 98055 Kent WA 98031-6643 SE5 R. Stracke, Facilities & Ping SD13 Kent Sewer Utility Renton School Dist # 403 220 - 4th Av S 1220 N 4th St Kent WA 98032 Renton WA 98055 TR1 Environmental Review Section ST17 Muckleshoo Tribe/Fisheries Division WA State Dept of Ecology 39015 - 172nd Av SE P O Box 47703 Auburn WA 98002 Olympia WA 98504-7703 TR3 Fisheries Biologist TR2 Snoqualmie Tribe Puyallup Tribe PO Box 280 6824 Pioneer Wy E Carnation WA 98014-0280 Puyallup WA 98371 Fisheries Habitat/Environment TR5 TR4 Suquamish Indian Tribe Tulalip Tribe PO Box 498 6700 Totem Beach Rd Suquamish WA 98392 Tulalip WA 98271 WD12 Cedar River Water/Sewer Dist Public Works Dtr 18421 SE Petrovitsky Rd Kent Water Dist Renton WA 98058-0552 220 - 4th Av S Kent WA 98032 City of Renton, Public Works Dept. WD32 Soos Creek Water/Sewer Dist Development Services Div. PO Box 58039 1055 South Grady Way Renton WA 98058-1039 Renton WA 98055 WD55 Water Dist #90 Coal Creek Utility District 15606 SE 128th St 6801 132nd Place SE Renton WA 98059-8522 Newcastle, WA 98059 WD58 Water Dist #111 WA State Dept. of Wildlife 27224 - 144th Av SE 16018 Mill Creek Blvd. Kent WA 98042-9058 Mill Creek, WA 98012 WA State Dept. of Wildlife Muckieshoot Preservation Program Habitat Mgmt. Division Laura Murphy P.O. Box 43155 39015 172"d Ave SE Olympia, WA 98504-3155 Auburn WA 98092-9763 WA State Dept of Archaeology Attn: Scott Williams P.O. Box 48343 Olympia WA 98504-8343 WD23 W D41 WD57 2423059011/L08P0003 2323059028/1-08P0003 RN/LO8P0003 AQUA BARN RANCI I BNSF CITY OF RENTON 115 GARFIELD ST #4139 PO BOX 961089 DEVELOPMENT SERVICES DIVISION SUMAS WA 98295 FORT WORTH TX 76161 1055 SOUTH GRADY WAY RENTON WA 98055 8856890300/L08P0003 8856890320/1-08P0003 8856910030/L081`0003 CLEVENGER JACK A DILES ROBERTA J EELLS DAWN 16136 SE 156TH ST 16122 SE 156T1-I ST 16121 SE 156TH ST RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 7806450210/L08P0003 8856890340/LO8P0003 0296000065/1-08P0003 ENDZELL PAUL FITZGERALD STEVEN A+MICHELE FOSTER JEFF M 15314 163RD CT SE 16110 SE 156TH ST 7243 TWIN CEDAR LN SE RENTON WA 98058 RENTON WA 98058 OLYMPIA WA 98501 8856890350/L08P0003 8856890260/1-081`0003 8856910020/1,08P0003 FREY GLENN A+JOAN A FRY CYNTHIA J GEIST JOEL A 16104 SE 156TH ST 15603 161ST AVE SE 16115 SE 156TH ST RENTON WA 98058 RENTON WA 98058 RENTON WA 98458 UAC-MV/1-081`0003 SD8/LO8P0003 GREATER MAPLE VALLEY AREA 8856890310/1-081`0003 ISSAQUAH SCHOOL DISTRICT #411 COUNCIL GRIFFUS WILLIAM M+RHONDA J STEVE CRAWFORD, NEW P.O. BOX 101 16126 SE 156TH ST CONSTRUCTION MAPLE VALLEY WA 98038 RENTON WA 98058 565 NW HOLLY ST ISSAQUAH WA 98027 SD9/LO8P0003 2323059188/1,08PO003 0296000082/LO8P0003 KENT SC1100I, DISTRICT 4415 KING COUNTY KNAUSS LARRY G G. ANDERSON, PLANT & FACILITIES 500 KC ADMIN 131,DG 16405 SE JONES RD 12033 SE 256TH ST 500 4TH AVE RENTON WA 98058 KENT WA 98031 SEATTLE WA 98104 9558050240/L08P0003 8856890290/1-081`0003 7806450200IL08P0003 LADISH CHRISTINE LE BRENDA T LEWIS RONALD V+CONSTANCE J ORLICH FELICE 15608 161ST AVE SE 15318 163RD CI' SE 16586 SE ]GIST ST RENTON WA 98058 RENTON WA 98058 RENTON WA 98058 0296000055/LOSPO003 2323059029/1-08P0003 9558050250/1.08P0003 LINDBERG PHYLLIS M MCCORMICK ROBERT NGUYEN STEVE HUNG 2331 42ND AVE SW 4205 161 MAPLEWAY DR 16582 SE 161 ST ST SEATTLE WA 98116 SELAH WA 98942 RENTON WA 98058 8856890330/1-08P0003 8856910040/1-08P0003 SD I 3IL08P0003 NGUYEN T1 IOMAS NIEDERLE PETER+ANNA RENTON SCHOOL DISTRICT #403 16116 SE 156TH ST 16125 SE 15 6TI1 S1. R. STRACKE, FACILITIES & PLANNING RENTON WA 98058 RENTON WA 98058 1220 N 4TH ST RENTON WA 98055 8856910010/LO8P0003 8856890270iL08P0003 0296000015/1-081`0003 SCHULZE BRIAN SHEERIN CANT?ICE+SCHELLHASE SILINS MARY JO 15618 161STAVE SE 15611 161S1 AVI. S% 2820 1IOTH PL SW Ri NI'ON WA 98058 RENTON WA 99058 SEATTLE WA 98146 CG2/L08P0003 SUSAN SULLIVAN 24311 SE 47TII ST ISSAQUAH WA 98029 8856890010/L08P0003 VU HAI VAN+NGAN T PHAM 16020 SE 156TH ST RENTON WA 98058 . �0II,081'0003 TAHOMA SCHOOL DISTRICT #409 J. MCNAUGI ITON, BUSINESS OPERATIONS 25720 MAPLE VAL-13LK DIA RD SE MAPLE VALLEY WA 98038 8856910050/L08P0003 TO THANH N+HO VIVIAN NGUYEN 16131 SE 156TH ST RENTON WA 98058 9 Wab date: 08/14/2007 a LAND USE PERM!T King County APPLICATION FORM Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TTY 206-296-7217 For alternate formats, call 206-296-6600. Staff Use Only - Do not write in this box Application i Date Received (stamp) DO NOT WRITE AEC ... :I 1 lIQ .......' I (We) request the following permits) or approval(s): ❑ Binding site plan ❑ Public agency & utility exception ❑ Site development permit ❑ Boundary line adjustment ❑ Reasonable use exception ❑ Site -specific comprehensive plan ❑ Building permit ❑ Reuse of public schools amendment ❑ Conditional use permit ❑ Right -of -Way use permit ❑ Special district overlay removal ❑ Critical areas alteration exception ❑ Road variance ❑ Special use permit ❑ Linear ❑ Non -linear ❑ Shoreline conditional use permit ® Subdivision — Formal ❑ Drainage variance or adjustment ❑ Shoreline exemption ❑ Subdivision — Short ❑ Period review for mining sites ❑ Shoreline redesignation ❑ Temporary use permit ❑ Plat alteration ❑ Shoreline substantial development ❑ Urban planned development ❑ Plat vacation permit ❑ Zone reclassification ❑ P-suffix amendment ❑ Shoreline variance ❑ Zoning variance being duly sworn, state that I am the owner or officer —the-legal of the corporation owning property described in description filed with this application and that I have reviewed the rules and regulations of the Department of Development and Environmental Services (DDES) regarding the preparation and filing of this application and that all statements, answers and information submitted with this application are in all respects true, accurate and complete to the best of my knowledge and belief. During the review of this application, it may be necessary for DDES staff to ake one or more site visits. By signing this application form, you are giving permission for these visitXT7U ereby agrees to notify tenants of possible site visits. aPrinted Name off �t���� Signat Company Phone 509 - 945 - 2219 E-mail Mailing Address 161 Mapleway Road STREET theresa@mccormickaircenter.com Selah WA 98942- CiTY ST ZIP If applicable, state below the name, address and telephone number of the authorized applicant for this application as shown on the Certification and Transfer of Application Status form filed with this application. Name Phone Mailing Address STREET E-mail AppForLandUsePermitsFOR M.doc lc-app-luper.pdf -- _.._._-CITY ST ZIP 08114!2007 Page 1 of 2 ', AIFILE COPY0 g v Send the posting package for the notice board for this application to: ® the ownerlapplicant ® the consultant/agent (engineer, architect, etc.) Send letters, including those requesting additional information for this application, to: ® the owner/applicant ® the consultant/agent Note: Application forms and submittal requirements are subject to revision without notice. For Formal Subdivisions only: McCormick Plat NAME OF SUBDIVISION Hansen Survevin REGISTERED LAND SURVEYOR (COMPANY) 17420 116th Ave SE STREET ADDRESS Renton WA 98058 CITY STATE Zip Pacific Enaineerina Desian LLC ENGINEER (COMPANY) 15445 53rd Avenue S, Suite 100 STREET ADDRESS Seattle CITY STATE ZIP WA 98188- Rodney Hansen NAME (INDIVIDUAL) 425 - 235 - 8440 TELEPHONE hansensurvey@comcast.net E-MAIL Greg Diener, P.E. NAME (INDIVIDUAL) 206 - 431 - 7970 TELEPHONE greg@paceng.com E-MAIL Robert McCormick DEVELOPER (COMPANY) NAME (INDIVIDUAL) 161 Maple_way Road 509 - 945 - 2219 STREETADDRESS TELEPHONE Selah WA 98942- theresa@mccormickaircenter_com CITY STATE ZIP E-MAIL Land Surveyor's Certification Land Surveyor Seal hereby certify that the accompanying plat has been inspected by me and conforms to all rules and regulations of the platting resolution and,`ilq,_• standards for King County, Washington. �� o wAsrri,� (P SIGNED ` 21464 3 DATEAC EXPIRES 1l311 � Check out the DDES Web site at www.kingcounty.gov/permits AppForl-andUsePermits FORM.doc Ic-app-luper.pdf QW14120W Page 2 of 2 L^ glf000_5 . V King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TTY 206-296-7217 General Information Web date: 11/08/2007 PRELIMINARY SUBDIVISION APPLICATIONS: Instructions For alternate formats, call 206-296-6600. The following is a summary of the preliminary subdivision application process and a description of the application submittal requirements. The information required for a preliminary subdivision application is necessary in order to evaluate the merits of a proposal with applicable County and State regulations and to assess the potential environmental impacts. The environmental checklist will be the basis for determining if an environmental impact statement will be required prior to any approval of a proposed subdivision. An application will be evaluated on the basis of the information provided by the applicant, the King County Comprehensive Plan, pertinent provisions of the King County Code, site inspection, testimony and evidence presented at the public hearing, and comments submitted by interested public agencies_ Copies of the King County Codes and Comprehensive Plan are available for inspection at the DDES Permit Center and at the Main Branch of the Seattle Public Library. King County Codes and other development regulations also are available via the King County Web site at www.kinqcounty.gov and DDES application forms are online via the DDES Web site at www.kingcognt .. oy/permits. Questions related to preliminary subdivisions may be answered by calling or contacting: Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 Telephone: 206-296-6600 Pre -Application Conference A pre -application conference with Land Use Services Division (LUSD) staff is required prior to filing a subdivision application. Pre -application request forms and instructions for filing a pre -application conference request are available at the DDES Permit Center. A filing fee is required at the time a request is made, the amount to be determined at the time of the filing and based on the latest adopted fee ordinance. LUSD staff will schedule the pre -application conference within thirty (80) days from the date of the request. Filing an Application A subdivision application must be filed in person at the DDES Permit Center. An appointment with a Zoning Technician is required to file the application. Please call 206-296-6797 to schedule the appointment. The minimum submittal requirements necessary to file the application are described below, under Application Documents. LUSD staff has twenty-eight (28) days from the date of fill g to determine whether or not the application is complete. An application that faits to meet the sub itt l requirements described herein will be deemed incomplete. PrelimSubdivAppInstruclions.doc In-ins-psubap.pdf 11/08/OWN FILE COPY2007 Page 14 Notice of Application Fourteen (14) days after LUSD staff determines that the application is complete, a public notice is issued as follows: A. LUSD sends out a notice of application to property owners within a 500-foot radius of the subject property. If the area is rural or lightly populated, the notice must be mailed to at least 20 different property owners; or, in other appropriate cases, the Division may determine it is necessary to notify additional property owners. B. A notice of the application will be published by LUSD in the official county newspaper and another newspaper of general circulation. C. The applicant is required to install a notice board, which must be placed in a conspicuous place on the property throughout the permit process so that it is visible to people passing by the property. Additional notice boards may be required as determined by LUSD. The cost of the board is the applicant's responsibility. LUSD will send the applicant written instructions regarding the specific requirements for the notice board. D. Notice of the application is also provided to anyone who writes to the Division requesting information regarding the proposal. Compliance with the State Environmental Policy Act (SEPAL Proposed subdivisions are subject to the procedural and substantive requirements of SEPA (see WAC 197-11 and K.C.C. 20.44). Prior to the public hearing on the subdivision, DDES will issue its SEPA threshold determination, which is appealable to the Hearing Examiner. If the DDES determination of non -significance (DNS) or mitigated determination of non -significance (MDNS) is appealed, the SEPA appeal hearing is combined (i.e., heard at the same time) with the subdivision hearing. Public Hearing A public hearing will be held by the King County Hearing Examiner at which time all evidence supporting or opposing the proposal will be heard. LUSD will issue a written report and recommendation 14 days prior to the scheduled hearing date. As mentioned above, if a SEPA appeal is filed, the SEPA appeal hearing will be heard by the Hearing Examiner at the same time as the subdivision hearing. If other applications, such as a rezone, shoreline substantial development permit, and/or street vacation are proposed or required in conjunction with the subdivision, they may be scheduled for the same hearing. The Hearing Examiner will render a written decision, which is appealable to the King County Council. Appeal Affected parties may appeal the Hearing Examiner decision on a preliminary subdivision to the King County Council. The Examiner's report includes information on the method of appeal available and the time limit within which an appeal must be filed. Prelim SubdivAppInstructions.doc Ic-ins-psubap.pdf 11/0812007 Page 2 of 6 Preliminary Approval/Disapproval Preliminary approval or denial by the Hearing Examiner is final unless appealed to the King County Council. If appealed, the King County Council will render a final decision. An appeal of the Council's decision may be filed with the King County Superior Court. Final Approval The final plat must be recorded within sixty (60) months of the effective date of the preliminary approval. Application Documents Required for Submittal The following documents are required to be submitted at the time an application is filed in order to be determined complete. 1. Land use permit application form: Complete and submit one original plus two (2) copies. 2. Assessor's Ma s : Submit one set of current Assessor's maps of the property to be subdivided, including adjoining properties under the same ownership as the property being subdivided. The map(s) must cover all properties within 500 feet of the subdivider's ownership. Outline the boundaries of the proposed subdivision in red. Outline adjoining ownership in yellow. If Assessor's maps are stamped "see enlargement," include the enlargement copy with your application. Prints of the Assessor's maps must be ordered from the Department of Assessments, Room TOGA, King County Administration Building, 500 — 4th Avenue, Seattle, WA, phone 206-296-7300. 3. Legal Description: Submit three (3) copies, typewritten on sheet size 81/2" x 11", white bond paper. The legal description of the subject property may be obtained from the office of the King County Assessor. The legal description must correspond precisely with property outlined in red on the Assessor's map. 4. Proof of "Legal" Lot Status: Submit documentation of the date and method of segregation of the subject property- 5. SEPA Environmental Checklist: Submit twenty (25) copies. ... Please refer to instructions on the SEPA checklist form. The applicant will be contacted by the Land Use Services Division if additional information is required. Failure to respond may cause postponement of consideration of your request. If an EIS has been prepared for this proposal, please submit three (3) copies of the EIS with your application. *) n U- u a C- Se -PA L rn 15 51'0 n S. Lt,) 0 r IL S kia-t 6. Certificate of Water Avail, bili Submit three (3) copies. Preliminary approval for the creation of a new water system in accordance with the provisions of the applicable Coordinated Water System Plan or for the connection with a private well from the Seattle -King County Department of Public Health, or PrelimSubdivAppInstructions.doc Ic-ins-psubap.pdf 11r08/2007 Page 3 of 6 The Certificate of Water Availability form concerning water availability to the site must be given .o the appropriate existing water purveyor (water district; city; water association) to complete and then returned with this application. At the top of the form, a space is provided for a description of the site. In this space, the legal description of the site should be inserted or attached on a separate sheet if it is too lengthy. For sites located in the Urban Growth Area, if the development is not proposing to be served by an existing or new Group A water system at the time of construction, a Certificate of Future Connection must be given to the appropriate Group A water purveyor to complete and then returned with this application. 7. Certificate of Sewer Availability/Septic Availability: Submit three (3) copies. a. For sites located within the Urban Growth Area: The Certificate of Sewer Availability form concerning sewer availability to the site must be given to the appropriate agency (sewer district, city) to complete and then returned with this application. At the top of the form, a space is provided for a description of the site. In this space, the legal description of the site should be inserted or attached on a separate sheet if it is too lengthy. b. For sites located outside the Urban Growth Area: Preliminary approval for individual or community on -site sewage disposal systems from the Seattle -King County Department of Public Health must be submitted with this application. 8. Prelimina Plat: Submit thirty-five 35 rints of the proposed plat prepared b a licensed land �Y( )P P P P P P Y surveyor (RCW 18,43). In addition, submit one plat map reduced to fit on an 8'/2" x 14" sheet. All prints shall be folded so they will fit into a legal file folder with the name of the subdivision visible. The information on the plat checklist must be shown on the face of the preliminary plat. 9. Fire District Receipt: Obtain from the fire district. Submit three (3) copies. 10. Level -One Drainage.Analysis: Submit eight (8) copies. ik -) o P.-t S'F ti 11. Transportation Certificate. of Concurrency-: Submit three (3) copies. 12. Subdivision Density and Dimensions Worksheet: Submit three (3) copies. v 13. Certificate/Affidavit of Critical Areas Compliance: Su '7h' i it ree (3) copies. V 14. Applicant Status Form: Submit three (3) copies. r- c � T � 15. Variance decisions required per King County Code 21A, if applicable: Submit three (3) copies. 16. A list of other issued or pending permits or decisions related to the proposal: Submit three (3) copies. ,IK7. Preliminary Application Fees: Consult the current fee schedule or discuss with DDES staff for the appropriate fees to be paid at the time of application. PrelimsubdivAppInstructions. doc Ic-ins-psubap.pdf 11M12007 Page 4 of 6 a 18. Title Report: Submit three (3) copies of a Title Report issued within 30 days of application, showing all persons having an ownership interest, a legal description describing exterior boundary of application site and listing all encumbrances affecting the site. (O G� ' 19. Field Topographic Base Map: Submit eight (8) copies of field topographic base map. 20. Conceptual Drainage Plan: Submit eight (8) copies of a conceptual drainage plan prepared by a professional engineer licensed in the State of Washington. This plan must show the location and type of the existing and proposed flow control facilities existing and proposed water quality facilities and existing and proposed conveyance systems (2.2.1 1998 SWDM). e 3 21, Additional Information: Any additional information, such as sketches, engineering reports, petitions, photographs, etc., that may clarify or explain the proposal or will assist in assessing the potential impact may be submitted with the application. The Land Use Services Division or the Hearing Examiner may at any time request additional information or studies for these purposes. Provide eight (8) copies of any additional information. The following must be shown on the plat: 60/0' �S 1. Name of proposed subdivision with a limit of 32 letters and spaces. 2. Name, address, phone number, signature, and seal of registered land surveyor and registered engineer. 3. Name, address, and phone number of developer.- 4. Name, address, and phone number of owner. 5. Section, Township, Range of subdivision. 6_ Acreage of subdivision. 1 7. Number of lots, units, and proposed density. 8. Existing zone classification. 9. Proposed use (i.e., townhouse, single-family detached). 10. Means of sewage disposal-, if sewer district, include name. 11. Source of water, if water district, include name. 12. School district. 13. Fire district. 14. Telephone service. 15. Power source. 16. Legal description — type or print. 17. Field topography and verification. 18. Vicinity map showing sufficient area and detail to clearly locate the subdivision in relation to surrounding roads, parks, rivers, and municipal boundaries with its scale. Prelim&bdivAppinstructions.doc lc-ins-psubap.pdf 11?0812007 Page 6 of 6 Gra hic_representation shall show the following; 1. North arrow and scale. Recommended scale— 1" to 100' or 1" to 50'. 2. Indicate by a heavy line the boundaries of the subdivision. 3. Use heavier line weight for streets so they will stand out from the lots and contour lines. 4. Dimension all lots and streets to the nearest foot_ 5. Label all streets, existing and proposed. Identify areas of proposed dedication and purpose. 6. Verified field survey, with contour intervals of either 2 feet or 5 feet (see Surface Water Design Manual for specifics) within the boundaries of the proposal. For land inside the urban growth boundary, contour intervals shall be at 2-foot intervals when slopes are 15% or less and 5-foot intervals for slopes exceeding 15%. 7. Show all existing structures and parcels in their appropriate locations both within the proposed subdivision and within 100 feet of the boundaries of the proposed subdivision. Indicate whether or not the on -site structures will be removed or relocated. 8. Number lots consecutively from 1 to the total number of lots. 9. Locate and show all critical areas and hydrologic features within 500 feet of the boundaries. Indicate if streams are intermittent and the limits of any wetlands. Estimate the limits of the 25- year floodplain for streams and 100-year floodplain for rivers. Provide names of all water features and all drainage basins served by or containing these features. A critical area includes erosion hazards, landslide hazards, steep -slope hazards, avalanche, flood plain, wetland, aquatic area, wildlife habitat conservation area, wildlife habitat network, and/or critical aquifer recharge areas. 10. Designate any qualifying critical area per K.C.C. 21A.24 as a tract and include appropriate buffers and BSBLS. 11. If tracts are to be set aside for nonresidential uses or reserved for future development, label such tracts and indicate their proposed use. 12. If electrical transmission lines cross the subject property, show locations of poles and towers. Place all regional utility lines crossing the site in tract(s). 13. Provide adjacent existing zoning. 14. Identify substantial grading required outside of proposed or existing right-of-way. 15. Show site distance for entry to all county roads. 16. Show existing and proposed sewers, water mains, culverts, or other underground facilities within tract. 17. Show location, widths and names of all existing, adjoining, or prior platted streets or other public ways, railroad and utility rights -of -way, parks, and other public open spaces. 18. Show any existing easements on the subject property. Provide title documents for existing easements along with descriptive recording instruments. 19. Show location of all physical and legal description encroachments affecting the boundary between the application site and the adjoining parcels_ Encroachments may be from the application site onto the adjoining parcels or from the adjoining parcels onto the application site. Cheek out the DDES Web site at www.kingcounty.govfpermits Prelim SubdivAppInstructionsA= ic-ins-psubap.pdf 111W12007 Page 6 of 6 1 VO King County Land Use Services Division Fee Estimate Acknowledgment Form and Revision Policy Permit Number: LOSP0003 Date: April 14, 2008 Permit Title. McCormick Plat Permit Type: Preliminary Plat Estimated Maximum Hours: Applicant:_ Robert McCormick Total Fee: $ 32,754.00 Not later than 17 days after the date of this fee estimate letter, the applicant must submit a signed copy of this form to DDES, disputing the estimated cost of this permit and that s/he has read the DDES policy relevant to fee estimate revisions stated below,. Failure to do so will result in the loss of your right to dispute and appeal the estimate and may_ result in cancellation of the application. Fee Estimate Revision Applicants are responsible for all fixed fees, reported hours performed in reviewing submittal materials and processing, up to the fee estimate. Changes in the scope of the project review- will result in a revised review fee estimate_ Fee estimates are based on information submitted to DDES by the applicant prior to finalization of the permit application. In addition, estimates are determined by utilizing historical data gathered from projects of similar type, size, and scope. The fee estimate will be the maximum fees charged unless the scope of the project changes. Should fewer hours be required to complete the review, the applicant may receive a refund for those hours. If items are identified that are not originally disclosed, a new estimate may be required. Applicants will be responsible for any additional hours identified in a new estimate if: 1. The applicant fails to provide accurate, complete, or tunel_y information. 2. The applicant fails to disclose a site or development issue that creates the need for additional review that could not have been reasonably anticipated by the Project Manager during the preparation of the previous Fee Estimate. 3. The applicant changes the scope or design of the proposal, creating the need for additional review that could not have been reasonably anticipated by the Project Manager during the preparation of the previous Fee Estimate. 4. The applicant fails to complete the construction of the project in a timely manner, creating the need for additional review, unanticipated by the Project Manager during the preparation of the previous Fee Estimate. 5. The applicant files an appeal and the Fee Estimate did not anticipate an applicant appeal. 6. The applicant makes a request to separate the review of the project into distinct phases. 7. There has been unauthorized construction on the property, including, but not limited to, clearing or grading, or an associated code enforcement case is opened. 8. The King County Council modifies permit fees. 9. The project is modified, such that there is a change in the building valuation and the resulting building valuation fees. Keeping review fees at or below the fee estimate will depend on the applicant's commitment to complete the process review. This commitment should include submitting materials which address all County codes, policies, previously approved conditions and responding to the County's request for corrections or additional information in a timely manner, not to exceed 90 days. 54� Accept the Fee Estimate Appl� Ow er Name runt I� � I , pplicant/Owner Name (signature) ❑ Dispute the Fee Estimate Date File Number - L08PO003 Return to: Kim Clausscn, PPM III 1AWN FILE CDVY 2 sloc f Pagel of 3 LQDepartment of Development and Environmental Services icing County 900 Oakesdale Ave SW Renton, Washington 98057-5212 Project Name: MCCORMICK PLAT Project Location: 16405 SE RENTON-MAPLE VALLEY R MCCORMICK ROBERT 161 MAPLEWAY RD SELAH WA 98942 Project Management Statement Statement Date: 4/24/2008 Customer: Permit#: L08 P0003 Pro ject#t: L08 P0003 Parcel Number: 2323059029 Permit Type: PRE -PLAT Status: APPLIED Project Management Statement Managed Project Hours Budget: 229.00 Total Hours Worked (see Hours Detail): 13.75 Total Budgeted Hours Remaining: 215.25 Fixed Fees: Description Amount Deferred Due Now Bldg FireFlow Review $211.00 $211.00 Counter Service Fees $483.00 $483.00 Total Fixed Fees: $694.00 $0.00 $694.00 Managed Project Hours Budget: $32,060.00 $16,030.00 $16,030.00 Total Managed Project Budget: $32,754.00 Total Amount Deferred: $16,030.00 AMOUNT DUE AT APPLICATION: $16,724.00 Installment Payments: Scheduled for511/2008 $1,335.83 Scheduled for 6/1/2008 $1,335.83 Scheduled for 7/1/2008 $1,335.83 Scheduled for 8/1/2008 $1,335.83 Scheduled for 9/1/2008 $1,335.83 Scheduled for 10/112008 $1,335.83 Scheduled for 1111/2008 $1,335,83 Scheduled for 12/1/2008 $1,335.83 Scheduled for 1/1/2009 $1,335.83 Scheduled for2/1/2009 $1,335.83 Scheduled for 3/1/2009 $1,335.83 Scheduled for 4/1/2009 $1,335_87 Total Deferred Installments: $16,030.00 Payments: Date Posted Payment Type CkloglD Amount Check# 4/2/2008 Check $12,457.00 6249 4/24/2008 Check 120632 $4,267.00 6261 Total Payments Received: ($16,724.00) CURRENT (Excludes Deferred Amount): $0.00 Total Balance: $16,030.00 � i MCWsy'YA SOC Page 2 of 3 Based on permit information submitted by the applicant, the Department of Development and Environmental Services has determined the fee estimate for the subject application. The fees shown do not include ancillary permit fees, project -related mitigation fees, or any other fees that are passed through to the applicant from other agencies or as part of the project's environmental review, including finance charges on outstanding unpaid balances. Fee estimates (and revisions) are based on information submitted to DDES by the applicant prior to finalization of the permit application. In addition, estimates are determined by utilizing historical data gathered from projects of similar type, size, and scope. DDES's fee estimate is subject to revision under conditions including, but not limited to, the following: 1) The applicant fails to provide accurate, complete, or timely information 2) The applicant fails to disclose a site or development issue that creates the need for additional review that could not have been reasonably anticipated by the Project Manager during the preparation of the previous Fee Estimate 3) The applicant changes the scope or design of the proposal, creating the need for additional review that could not have been reasonably anticipated by the Project Manager during the preparation of the previous Fee Estimate 4) The applicant fails to complete the construction of the project in a timely manner, creating the need for additional review, unanticipated by the Project Manager during the preparation of the previous Fee Estimate 5) The applicant files an appeal and the Fee Estimate did not anticipate an applicant appeal 6) The applicant makes a request to separate the review of the project into distinct phases 7) There has been unauthorized construction on the property, including, but not limited to, clearing or grading, or an associated code enforcement case is opened 8) The King County Council modifies permit fees 9) The project is modified, such that there is a change in the building valuation and the resulting building valuation fees Hourly fees are charged at the rate in effect at the time of service. All fees must be paid in full before DDES issues Final Approval, T.C.O. or C.O. For billing questions, please call 206-296-6659 SOC Page 3 of 3 Permit Number: L08P0003 Statement Date: 4124/2008 Hours Detail Function Task Name Workdate Hours Land Use Applications Rev Correspondence Claussen, Kimberly 412/2008 2.75 Geological Review Permit 1 Plan Review Hurley, Todd 4/3/2008 0.75 Land Use Applications Rev Correspondence Claussen, Kimberly 413/2008 0.75 Project Management Project Coordination Claussen, Kimberly 4/3/2008 1.50 Traffic Review Field Check Langley, Kristen 4/4/2008 2.25 Land Use Applications Rev Correspondence Claussen, Kimberly 4/7/2008 0.50 Land Use Applications Rev Permit 1 Plan Review Claussen, Kimberly 41712008 1.00 Land Use Applications Rev Correspondence Claussen, Kimberly 4/8/2008 1.25 Project Management Project Management Fee Estimating Claussen, Kimberly 4/812008 1,00 Geological Review Permit 1 Plan Review Hurley, Todd 419/2008 1.00 _ Geological Review Permit / Plan Review Hurley, Todd 4/10/2008 1.00 Total Hours Worked: _ 13.75 Page 1 of I Jayna Paradise From: Claussen, Kimberly [Kimberly.Claussen@kingcounty.gov] Sent: Wednesday, March 12, 2008 4:09 PM To: Jayna Paradise Subject: RE: McCormick Preliminary Plat Fees (A08PM056) The fee quote for a preliminary plat application will be provided approx. six weeks after the submittal of the application. The fee required for submittal is 50% of the default fee which looks like S12,457. (they've been readjusting amounts) Please let me know if you have addtl. questions. 2-h From: Jayna Paradise [mailto:jayna@paceng.com] Sent: Wednesday, March 12, 2008 3:51 PM To: Claussen, Kimberly �j Z 3 os 2�' Subject: McCormick Preliminary Plat Fees (A08PM056) Kim �7 Would you please provide the total amount of depositlfees that we need to pay at the Preliminary Plat submittal for the McCormick Plat? I believe you said it would be approx $17,000 and that a fee quote would be provided 6- 8 weeks after the PP submittal. I scheduled the PP intake for April 2nd and when I spoke to the person that scheduled the appointment, Joyce, she said that a fee quote is required at the PP submittal. I indicated that we were informed that we would not have the fee quote until 6-8 weeks after submittal. Please advise. Thanks. Regards, Jayna Paradise Pacific Engineering Design, LLC 15445 53rd Avenue S., Suite 100 Seattle, WA 98188 206.431.7970 phone 206.388.1648 fax z www.paceng.com E COPY 0-1 Web date: 06128=07 LQ1 CERTIFICATION OF KingGounty APPLICANT STATUS Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 206-296-6600 M 206-296-7217 For alternate formats, call 206-296-6600. Permit Number: Activity Number: L - 0600 Permit Name: FOR INDIVIDUALS: I, (print name), hereby certify that I am the/an owner of the property which is the subject of this permit. If I am not the sole owner of the property, I certify that I am authorized to represent all other owners of the property. My mailing address is: I further certify that I am the "Applicant" for this permit and as such am financially responsible for all fees and will receive any refunds paid. I shall remain the "Applicant" for the duration of this permit unless I transfer my "applicant" status _in writing on the form provided by DDES. Signature of Applicant -OR- FOR CORPORATIONSIBUSINESS ASSOCIATIONS: Date Signed (print name), hereby certify that I am an authorized agent of ��`�: �/, l'..f f"; a corporation or other business association authori ed to do business in the State of Washington, which is the sole owner of the property that is the subject of this permit. If this corporation or business association is not the. sole owner of the property, I certify that this corporation/business association is authorized to represent all other owners of the property. The mailing address of this corporation/business association is: 161 Mapieway Road, Selah, WA 98942 ILA. COPY I further certify that the above named corporation/business association is the "Applicant" for this permit and as such is financially responsible for all fees and will receive any refunds paid. This corporation/business associatio I remain the "Applicant" for the duration of this permit unless it transfers its applicant status in writing ari'the t&rn prowled W DD58z Signature of Appficant's Agent Date Signed By signing as the Applicant or the Applicant's Agent, I certify under penalty of perjury udder. the laws of the State of Washington that the information provided above is true and correct, -- CertApplicantStatusFORM. doc lc-cer-apstat.pdf 06I28(20a7 Page 1 of 2 ..- NOTICE TO APPLICANTS: By law, this department returns all engineering and other plans to the applicant. If, however, you wish to authorize the department to return engineering and other plans directly to the engineer, architect, or other consultant for the limited purpose of making corrections, please designate below: ® 1 authorize this department to return plans directly to my consultant(s) for the limited purpose of making corrections as designated on this form. CONSULTANTS: Pacific Engineering Design LLC attn Greg Diener - 15445 53`d Avenue S., Seattle, WA 98188 Check out the DDES Web site at www.kingcounty. pov/permits CertAppiicantStatusFORM.dec ic-cer-apstat.pdf 06i28i2007 Page 2 of 2 .1' � zder No._ 00V60941 PARCEL A THE WEST 201 FEET OF THE SOUT: WES7 a{ .ART. OF i HE 50L71`2WES T CURTER OF SECTION 24, TO4WSkFIP 23 - ORT:? k�TIGE EAST, `WTIZAMETTE MERIDIAN, IN KING COUNTY, WASEINGTO.'N. DARCEL P_ BEGI-WING AT TYE NORTHWES"'_' CO2id , R CF Sh II] SOU 711WEST QT3ARTER OF THE SOUI'RIVEST QUAR'I'-,R OF SECT -TON 21, 23 NORTH, RA;tiGE 5 EAST, ?TILLAMETTE MERIDIAN, Ii3 KING COULJTZ, ':NA.SHIWGTON; TF?E:'VCE :AST, ALONG THE NORTH L . YE O�- ;Ail) SCTJTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, "i DIS'^�,NCE OF 201 FEET; -HENCE NORTH TC THE SOUM.BRLY RIG '" OF' WAY LIME OF COUNTY RakD; THENCE KORTHWESTERLY, ALO\G TuE yLur_-iRTLY RIGHT-OF-WAY LIVE OF SAID COLn=1 ROAD, TO T,= WEST LINE OF SAID ZE C= jA 74 ; THENCE SOUTH, ALONG T14E WEST i—INF ' -iERECF, TO TPR POINT OF BEGINNING_ PARCEL C _ COMNI ENClYC AT A POINT GIST THE KAS- %CU Dr7Y LINE OF SECTION 23, TON TSHIP 23 H0RT14, RANGE 5 FAST, WILT_ METTE 11- I T T, IN KING COUNTY, NASHIVGTON, WRI CF- POINT I S VORTH 0 ° ? 2 ' 43 " E'_A_ST 13 ° S . � 2 FEET FRCM T"ri'E SOU—i l4EA S'T' CORNER OF SAID SECTION 23 AND SOUTH 0 a 1 2 ' "=3 '' .ti S T s 0. 13 FEET FRONT 'ITE POINT OF INTERSECTION OF THE ABOVE DESCRIDE.Ll ,A5 BOUNDARY IiINE OF SAID SECTION 23 AND THE CENTER LINE OF THE TRACT TAD RI= -OF -WAY OF THE, COL'ffDIA AND PUGET SOUND RAILWAY, %i\TD BEING =F TRUE 20INT OF BEGIkiIING; THENCE SOUTH 0012'43" WEST 420_E3 ?EET; TT3FNCE NOPTH 811035'17" TEST 295,,)4 FT'FI; THENCE NORTH 0 ° 12 ` 43 " Ft .ST 4 C 0 F EE`L , MORE OR LESS, TO A LI.TE CONCEZt' 1 C WITH -Ah-D 90 FEET {RiADI_� n7EAST]I?Eu7EidT` .SOUTHERLY OF TIFF CENTER LINE OF THE COLLTMBIA 3QTD P;TCET SOUND RAILWAY; THENCE EASTERLY, ALONG SAID COYCZNTRIC -- LIE, 2S5 FEET, MORE OR LIES, TO THE TRUE PCT3TT OF BEGINN?NG, EXCEPT PUPd PORTION THEREOF WFFICH I _-7NORT?iERLY OF THE SOUTHER-T Y MPRGIN CF S017F E2: -ST REI\TTOAT-Lw-;�LPLE VALLEY NO. 2) AS ESTABLISHED BY DEED RECORDED LEER RECORDING iq�=Et 1 = _ I08 �' K'=L D : APR 0 T-'7LkT PCRTION OF -TT-!E ZAST '0—1 F OF S,, - = zST QUARTER OF SECTION 23, CIL-C A 1 IC T'•-r l- T!1,-ISi-lryiiAI\ C.`"E W 't DE Order iVo-: TOWNSHIP 23 YORTF, RANGE 5 � S"', ;d-�-AVVETTE ti' EFR �I- , =N {rNG CCN.lU7'Y, WASETNCTON, DESCRIBED AS FOLLOWS: CO�TENCINC ON THE EASTERLY LIME OF SALD S MDIVISION AT SAID POINT MR71 EAST 1, 3 98 _72 FEE"` FRCM T 4F SOUTHEAST CORNER OF SAID SECTION Lul) SOUTH 0012' 43" WEST 90.13 FEET F�cOM THE INTERSECTION OF SAID FASTER7LY LINE WITH CENTER OF TRACT I.VD RIvi T Gc-ail_? OF COI,LMBIA AWD PliCE,T SOUND RAILWAY; THENCE SOUTH 0012'43" WEST 420.63 F3=; THENCE NORTH 81035'17" WEST 2'9?3-00 =EET TO THE TRUE POINT OF BEGIVNlxG; THENCE NORTH C012'43" EAST 265.00 71E=; THENCE NORTH 81035'17" WEST 20.03 FEET; THENCE SOUTH 0012' 43" 'MIST 2{v FEET - THENCE SOUTH 81035' 17" EAST 2;] _ 0:; FEET TO THE TRUE POINT OF REGTIMING _ PARCEL E: THAT PORTION OF SAID E.Z�ST RA-LF 07 "HE SOUTHEAST QUARTER OF SECTION 2.3 , TOWNSHIP 23 N(}R'I"r , RP NGE 5 i1 rti ? 13ETTE �MERSDIr,�i , n4 KI VC COUNT', WASE.INGTON, DESCRILED IS FOLLGT4S_ COM'Ri ENCING ON T E E.I�S'TERLY Lf _,T: nr SAID SLPDI VISION' AT SAID POIN=' NORTH 0012' 43" EAST 1, 398 . 72 FEET FRC N ,.'=iE SOUI EST CORNER OF SAID SECTION Ac1TD SOUTH 0 ° 12' 43 " 'NEST 90.13 FEET c'RG'1'7 .'HE INTERSECTION OF S-71= EeZSTERLY LINE WI7-4 MR CENTERI !2D R OF 'TRACT -i?J-D OF COL,UMBIA WD FUGET SOUTSL` PA ILWAV ; THENCE SOUTH 0012' 43 " W2S T 42 0 .:i' THENCE _NORTH 81035' 17" WEST 195 . v 1 FEET O THE TRUE POINT OF 3ECINNING'; THENCE NORTH 8103F' 17" WEST 353 . 0 FE2T; THENCE NORTH 0° 12' 43" EAST 38 = _ 52 77ET; THENCE E.n-STERLY, CN A 0028'CURVE TC 3 LEFT, THROUGH AN ANGLE OF 2Q32'28" '1N ARC DISTPUCE OF 350.00 FEET; THENCE SCUTPERLY TO THE TRUE POINT OF 3EGITNNING; EXCEPT T'r£E EAST 100 FEET THERE'Or ; AND 5:XCEPT T:iAT PORTION OF SLID E?ST C?F' THE SO=HEAST 7U�RTER OF SECTION 23, DESCRIBED aS FOLLOWS. COMMENCING OAT TRE, EMTERLY LIVE. CF SA iy SUBDIVISION A= SAID POIITT NORTH 'J° 2'43" E_auST 1,398 _72 FEET 71R-i THE _Cu-H-cAST CORNER OF SAID .S=j-!OTV AMID SCUT:! 00'--2' 43 " NEST 90 _ 13 FE'Ei --YTERSECTION CF SAID EASTERL:� LNE �,17TH THE' CEhTTER TRACT i�A]D RIG: T_OF-;� �F COL[Ti�BIa & FUCcT SOUNDRAILW2 Y; TF—FVCE SOLTIC 0012'43" WEST 420. 7EE'T: 1'HE<NCE NORTH 81 °3 5' 1'7" WEST 295 _ 0 " F, --0 THE TRUE '?OINT CF DEC-7NjTINC- OF hIS EXCEPTION; TI;ENCE NORTH. 0" 12 ' 43 ° ZAST THENCE NrCRT� 81035'17" KIEST 20.00 THENCE SOU'N"-3 0°12'43" WEST 2G!;AC rnF: ;TST 7� NJCE COVfp order INTO- `I'71ENCE SOUTH 81035' 171, RLST eO. H SL' TO TF:E TRUE PCINT OF DEG!\TNING OF S F=EPTION; AND ZXCEPT Trr AT PORTION THEREOF L_'-'-,?G TisIN PR1Y Y STATE 7j [3r?rTP_f N0. 5 . PARCEL F: THE NORTH 5O FEET OF =E EAST .:H O = = OF TRACT A OF THE PST OF VkLLEY FAIRS !I, ACCORDING Ta TERE PLAT -:71EREOF RECORDEL7 IN VOL-UME 131 OF PLATS, PhGES '9 TBROUGH 43, Ii�1 XING C:�:U13TY, ?dASHINGTON, AS MEASURED ALO\TG THE LTORTH LIVE OF SA TD TRACT A. King County DDES This certificate provides Seattle - King County Department of Public Health DEPARTMENT OF DEVELOPMENT and the Department of Development and Environmentat Services with AND ENVIRONMENTAL SERVICES information necessary to evacuate development proposals 900 Dakesdale Avenue Southwest Renton, Wa 98055-1219 KING COUNTY CERTIFICATE OF WATER AVAILABILITY B4 3&2 Do not write in this box Vumber Name Building Permit ve] Preliminary Plat orPUD Short Subdivision i _1 Rezone cr Other Applicants Name Robert McCormick First Last Proposed Use 40 Lot SFRProject � Location 18405 SE Renton M.V. Rd. 989E8 PN2323D5 9029 Water Utility Information 1 A 7 Water will be provided by service connection oniyto an existing water main OR feet from the site. B Water service will require an improvement to the water system of: n 1 _ 10 feet of water main to reach the site, and / or 2 the construction of a distribution system on the site; and/or 3 other (describe) Con ple4onGIDEAgree ment 2 A L I The water system has a current County approved water comprehensive plan and franchise. OR B The water system will require awater comprehersive plan amendment 3 A The proposed project is within the corporate limits of the district or has been granted Boundary Review Board approval for OR extension of service outside the district or city, or is within the County approved service area of a private water system. B Annexation or BRB approval will be necessary to provide service. 4 A yr Water is orwN be available at the rate of flaw and duration indicated below at no less than 20 PSI measured at the nearest fire hydrant to be constructed feetfrom the building/properly (or as marked on the attached map) y-.RateofFlow ___..__.._�...___..-..-....._. -. r Duration E i Less than 500 gpm (appox. gpm) I Less than 1 hour I 00 to 999 gpm if5 = ❑ 1 hourto 2 hours I [] r" 1 QOD or more gpm [] 2 hours or more r, t � = tt r,`_; FlnwTest gpm _ .._-..__.. _ Other Calculation of gpm t'c ;- Commercial Buiidmg Permits require flow test er asiculation 5 A Watersystem has certificates ofwaterright orwaterrights claims sufficientio provide service. (Cedar River OR Water and Sewer District is a Seattle Purveyor). B ;;l Water system does not currently have necessarywfife rrights or water right claims COMMENTS/ Fire flow information is determined b, terse of a hydraulic model and calculated under max. day demand CONDITIONS conditions. Actual fire flows mayvary due to water system confiauration changes, time of dayf demands on system, and operational parameters. Connection char es will be re uired to be paid in full to CRWSD prior to connection to the District system, Connection char es are sub ectto chancle at anytime by the f3 ,t r ^ `"'; Opy Commissioners. See Attachments. Complete DE Agreement & water rights transfer. I hereby certify that the above water agency information is true. This certification shall be valid for one year from the date of signature Cedar River Water and Sewer District Larry K t Agency Name SigneoryName i o q er f Developer Extension Adminis#rotorf �. /` I 02-22-00 __. -....�........... Title Sir�)ature -` Issued r r Cyder No.. 00V2 0941 �P_FcCEL A: TEE WEST 201 FEET CF THE SCT:Tli;iEST CUr12TER OF Tln SCt;TZWEST Qu RTER OF SECTION 24, TOW14SHIP 23 NORTH, 5 FAST, RILLAMETTE xERIDI-m, IN ICING COUNTY, WASHINGTON, �IARCEL B: BEGINNING AT THE NORTHWEST CORiQLR OF SAID SOUTHWEST QUARTER OF THE _CUTHWEST QUARTER OF SECTT-ON 2'(, `T:3ZdI]2FIR 23 NORTH, 5 EAST, WII11M$TTE 9ERIDi1LN, Ill KjI JG COUTT "_', Nl ,.SHINGTODT; THENCE BAST, ALLONG THE NCRTH LLJE Or S'?L SCU'I'HWEST QUARTER OF T-IE SOUTHWEST QUARTER OF SECTION 2 4 , A E-_S'='ANCE OF 201 FEET; T,7121= NORTH TO TFE SOUTHERLY RIGHT OF NAY LINE OF COUNTY ROAD, THENCE NORTI-TW=TERLY, ALONG THE S'GU7HL-'Y RIGFT-CF-WAY LINE OF SAID COUNTY ROAD, TO TPR WEST LINE OF SAID vEC "wJPJ 4 ; THENCE SCU'TR, AT:O:VG THE WEST LTYE ' HEREOF, TO THE POINTI OF BEGINNING. PARCEL C: COPi-EDICING AT A POI�IT ON T14E r:_'',57 LINE OF SRCTIOIG 23, TOWNSHIP 23 tiOR'TH, RANGE 5 EAST, WILLzl-METTc: -R=DI3 : , Ill KING COUNTY, WASHINGTON, WHICH POINT IS liCRTH 9012'43" K'_ST 7398.72 FEET FROM THE SOUTHEAST CORNER OF SAD SECTION 2? _2UNM SOUTH C ° i ' -:3 " '':' ST 50. 13 FEET FROM TP1E POINT OF INTERSE'CTTON OF THE A20VE DESCRIBED 1;L�LSm BOUNDARY LINR OF SAID SECTION 23 RIND THE =LITER LAVE OF THE TRACT ALD 22C7$T-OF-WAY OF THE COLUMBIA AND PUGET SOUND PAII,WAY, AND BEING .TzF T{L-E ?OI_-NT OF BEGINNING; THENCE SOUTH 0'12'43" VEST 420-62 FEET; THENCE YO=4 81'35' 17" WEST 2.95 . 0,L FEF,T, THENCE NORTH 0012'43" EAST 400 FEE`!', YORE OR LESS, TO A LIZNE CONCMTRIC TtiITH AND 90 FEET iRADIAL MEA..SLR M2iA 1 SOUTEERLY OF THE C&iTTER LiNE OF TliE CO'LU!2IA A11D P, GET SOUND RATLWA- ; 'IHP�lCE EASTE=Y, ALONG =AID CONC='C Li,\TE, 295 FEET, MORE OR LESS, TO THE TRUE POINT OF BEG_INNIIIG; YCEPT A'lY PORTION THEREOF bVI IC ? =_I i.C)PT?iFFcLY OF T E SOC11'fiERLY PL�1r2GIN O;: SOUTI-iEEST RENT0'-.qA_PL2 VALLEY MO. 2) AS ESTABLISHED 3Y D2ED :RECORDED 1)NDE,R RECCRDINC: lJi '-]B_=_ ' 5 502 . ParI, D: T_i T PORTION OF TTiE EAST iE1LF CF �., -_ -AST (�U'4RTi~Pc OF SECTION 2? , Order No-: T07mlTSHIP 23 NORTH, RA.LiGE 5 ,�____I:�_METTE M_ERIDlA4, IN I{iNG COUN3'Y, WASHINGTON, DESCRIBED AS FOLLOWS: C NiMENCIlIG ON THE EASTE.'2LY =21TE OF SAID SUBDIVISIGN AT S1ID PCIIIi YCRTH 0 °12' 13 " EAST 1, 398 - 72 FEET FROM ` nE SOU7mzlEAST CORNER OF SAID SECTION .AM SCUTH 0 ° 12' 43 " WEST .90. 13 FEE" ' FRCivt THE INTERSECT?' 0IN7 OF SAID FASTER=Y LINE WITH CENTER OF TRACT r3 M RICh'T--GF-WA'? OF COL�MIA AND P'i=- T SOUND RAILWAY; TR-ENCE SOUTZ: 0012'43" 'REST FEET; THENCE NORTH 81 ° 3 5' 17 n WEST 2 5 5 - O C FEET TO THE TIRE POINT OF HEGIITAII?VG ; THEIVCE NORTH 0012'43" FAST 2.-�5.00 ?ELT; THENCE NCRTH 81°35'l7" WEST Iu.O _FEET; THENCE SCUTH C012'43" WEST 25_ -FEET-1 THENCE SO= 81035' 17" EAST 2; ,):; FEL7 'CC THE TRUE POINT OF BEGINNING - PARCEL E.- THAT PORTION OF SAID EAST IiAT.._F` OF THE SCUTHEST QUARTER OF SECTION 23, TOWNSHIP 23 iVORT"H, PALYGE 5 EF T, r.TILI_-?c,T T':I'E MERIDIAN[, IN K:rlTC COUNTY, WIASIzTNGTON, DESCRIBED AS FOLbCWS: COI,�ENCING ON THE EASTERLY LINE F vA_D SLTFDI TSICN AT SAID POIN-'I' NORTH 0° 12' 43 " EAST 1 , 3 98 . 72 FEET FROM < yr SO=EAST CORNER OF SAID SECTION AND SOUTR 0 ° 12' 43 " WEST 90 - 13 FEET FPC?1 'T";F INTERS CTI' ON OF SAID EASTERL'f. T _T F, - 3dIT2 THE CENTERL,IYE OF 'TRACT ZEAL' °'=_CET-CF-WAY OF COI,�OMBIA �1N PUGET SOUND RAILWAY; THENCE SOUTiF 0 ° 12 ' 4 3 " WEST 420.G7 FE �. _ , THENCE VORTH 81035'17" NEST 195.04 = ET TO THE TRUE POINT OF 3EGIMgT1TG; THENCE NORTH 81035'17" WEST 353.00 FEET; THRNCE' NORTH 0012' 43' EAST 384 -�:,2 FEE-; THENCE EASTERLY, ON A 0"28' CUR.TS To 'iHE VEFT, kNROUGH A117 ANGLE OF 2"32' 28" AN ARC DISTANCE OF 350 A0 FEET; THENCE SOUTHERLY TO TFi- ?RUB PcT:T CF SEGINNING; EXCEPT THE EAST 100 FEET THEREOF; _-=ulTL MCyPT TT-Y_ZT PORTTC?d OF SAID E.kST aµ {7 TYE SOT_7_rH 'AS"' QUARTER OF SECTION 23, DESCRIBED 145 FOIsLOWS: CoW4ENCIITG CN THE EASTERT_,Y-LINE �DF SAID SUBDITTISICN - SAID POINT NORTH- 0 ° 12 ' 43 " u3ST 1 , 3 98 . 72 FEET FROM -_9c CMIER OF SAID SECTICN �Lm Sv[3YH 0013`43" NEST 90-13 "EET FRGIv? 'T-:_ _';TEPSECTION OF SAID EASTERI2 Z LINE /lITH T'rTE CZL\TD,R TR-ACT AIM RIGHT-OF-_HZA vF COLUMBIA &� 2UGET SOUND 3AILWtAY; T=CE SOUTH 0012'43" WEST 429.G -EET; IH2MCE JORTIF 8103.5'17" `vqRST 295-]-? E 3 T.-HE TRUE. POINT CF 3ECii\]NING OF Tr ill 3XCEP-wCN; TT-MCE NORTH 0012' =37 EMT 265.00 __.0 , Th NCE NORI7E 81025" i?" a1EST 20.00 THFNCS SC'=sii 0 ° 12 ' 43 " WEST 265,00 THENCE SOUTH 81°35' 17" v-= 20.,30 _-. TO T14E TRUE ?OIVT OF BEGIZTNIANG OF TzIS :CEP` ION; AND EXCEPT THAT PORTTOAT THEREOF PRIMARY STATE RIGHW-aY `C. 5- PARCEL F.- THE NORTH 50 FEET OF 71RE EAST 35 a It EE"_' OF TRACT A OF THE PLAT OF �1'ALLEY FAIRS 11, ACCORDING TO THE PLC T Tiit:_<EO9 RECORDED TAT VOhum 131 OF PIA:rS , PAGES 39 TEROUG_i 43, IN KING COUDYI-Y, vgASH!XGTON, AS MEASURED ALONG THE NORTH MITE OF SAID TIRACT A - r King County DDES This certificate provides Seattle - King County Department of Public Health DEPARTMENT OF DEVELOPMENT and the Department of Development and Environmental Services with AND ENVIRONMENTAL SERVICES inlomration necessary to evaluate development proposals 900 Oakesdale Avenue Southwest Renton, Wa 98055-1219 KING COUNTY CERTIFICATE OF SEWER AVAILABILITY 134 3&2 )o not write in this box lumber Name Building Permit i Preliminary Plat or PUD [T], Short Subdivision Rezone or Other Applicants Name Robert McCormick First Last Proposed Use 40 Lot SFR Project Location 16405 SE Renton M.V. Rd.98050 PN 232305 9029 Sewer Utility Information 1 A Sewer service will be provided by side sewer connection onlyto an existing sewer fine to the site and the sewer system has the capacity to serve the proposed use. 8 Sewer service will require an improvement to the sewer system of: 1 unknown feet of sewer trunk or lateral to reach the site, and } or J 2 the construction of a collection system on the site. and J or 3 other(de8&be) DEAgreernent or or offsite imps, as necessary 2 A ! The sewer system improvement is in contermancewith a County approved sewer comprehensive plan OR B i The sewer system improvementwill require a sayer comprehensive plan amendment 3 A ] The proposed project is within the corporate limits of the District or has been granted Boundary Review OR Board approval for extension of service outside the District or city. B = Annexation or 51RB approval will be recessary to provide service. 4 !vl Service is subject to the following: Connection Charges: See Attachments j Comments Easements: As Necessary Other: Construction of on or off site improvemerts as req COMMENTS/CONDITIONS: _Connection charges will be required to be paid in full to CRWSD priorto connection to the Distrid s stem. Connection qharg es ere submectto change at any lime b the Board of Commissioners. See Attachments I hereby certify that the above sewer agency information i3 true This certification shall be valid for one year from the date of signature. Ceder River Water and Sewer District Larry Kral[ _ .., .__....,_ � _ ,..... / ....,-1—,-,_10r_.___�.,,._.- _.__.. ____.-__----- Agency Name Signatary�Narn y t• r , P Eistrator�.�. 02-22-08 Develo er Extension Admin Title ~~ *gnature' Issued Lo�'�o00 4� 9 Order No.. 001260941 CR n PA_RCEL k THE WEST 201 FEET OF THE SOUiFIVEST C uA32TER OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORT:I, 5 EAST, WILI�,MTETTE MERIDIAN, IN KING COUNTY, WASHINdGTO-N. �!_X%_RCEL S SEGI1MING AT THE !NORTHWEST CORL,12R 'JF Sr_._D SOUTHWEST QUARTER OF THE 7CUTH-WEST QLiARTER OF SECT -TON 2A, TCiufJ iI_:P 23 NORTH, RANGE S EAST, WILLt METTE MERIDI-AN, IN KING CC%iT=f, WT.SHINGTON; TIi DCE EAST, ALONG THE NORTH LINT_ 077 SA=D SC,U'I'HWEST QUARTER OF THE SOUTH-WEST QUARTER OF SECTION 24, --'', CF 201 FERT; T: ram' C.E NORTH TO 'TFE SOU IgRRL3,' 2IC 'T' OF STAY LIME OF COUNTY ROAD; 7-4WCE NrORT-14WESTERLY, ALONG THE VCu"' ZRI Y RIGRT-OP-WAY LINE OF SAID COUNTY ROAD, TO TEE WEST LINE OF SAID SEC' -'_C W4; THENCE SOUTH, ALONG THE WEST LINTS TSERECF, TO 'IFE POINT OF BEGINNING. PARCEL C= CCNiY IvTCIVG AT A POINT ON TiiE FAST 30l_T DA_rY LINE OF SECT70NT 23, TCWNSHIP 23 NORTH, RANGE 5 a-7=, WILL?iMETTE iTTZIL I?1^7, IN (ZING COM=_ W_� HINPGTOIT, WHI CFI POINT IS NOJZTH 0 ° 1.2 ' 43 " E-2 S7 'w3 & . 72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION 23 AUJD SOUTH 0012­-3„ 3ST 50.13 FEET FROM THE POINT OF INTERSECT-ICN OF THE ABOVE DESCRIES= EIS" BOULITBARY LIhIE OF SAID SECTTO 23 _Aa,JD THE CHMTER LIME OF THE TP.ACT Ar,D R=GHT-OF-9AY OF THE COI.,UMBIA AND P7JGET SC][IPD RAILWAY, AND BEING T':E TRUE 20I27? OF BEGINTNING, THENCE SOUTH 0012' 43" `AiES-" 420.62 = EET; TRENCE NORTH 81035`17" WEST 295..7,_ 1 W THE~3CE NCPT'H 0012'43" EAST 400 FEBT, '',?CRE OR LESS, TO A LINE CONCWTRIC WIT _12ND 90 FEET (R DI-DL MEAS='�EYJT' SCL'THERLY OF TiE CENTER LINTE OF THE COLUMBIA ANTE) PUGET SOUND RAILWAY; THENCE 7,1 RLY, ALONG AI.D CONCEiITR_-C EINiE, 295 FEET, MORE OR LESS, TO THE TRUE ?OINT OF BEGININING; XC?PT ANY PORTION THEREOF WHICH T,�-77 NORTHERLY OF THE SOUTHI-RLY MARGIN OF w,OL'=`HEAST RENTOLIT-MAMPLP VALLEY TTaGi'^ir' ! P _ v . 3. I+10 _ Z? 11S EST-ASLISHED 3Y DEED RECORDED UNDER RECORDING NTUN4BF7 PARCEL L D THAT ?ORT--GYj OF .THE Z5T CIF 7 S :T,: ri_aJ " QUARTER OF SECT± ON 23, T=�3ESCTION Order Na__ TOriN&SH_TP 23 jTORTH, R_ VJGE 5 v ;7=' ll��lEITE urERIiJ1 7, i7a KING COUNTY, WASHIN TON, DFSCRIRED AS FCLLC4+i ' _ CCM4EtICING ON THE EASTERLY _IVY CF SAID SUlaiDIVISIC19 AT SAID POINT NORTH 0°12'43" EAST 1,398_72 FEET FROM THS SOUTHEAST COP-NER OF SAID SECTION SAND SOUTH 0°i2' 43" WEST 90.13 FEET PROM THE INTERSECTION OF SAID 2-ASTERi_,Y LINE W_TTri C�4IEn OF TRACT ANp RICh'i-GF-INA'r OF COLw'MBIA AN rUGET SOUA7D RAILWAY; THENCE SOUTH 0°12'43" WEST =20.53 FED7-; TF:ENCE NCRT�l 81°35' 17" WEST :�95 _ 00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0012'43" rAST 2L3.0� -EET; T11'EITCc^, XOR:H 81 e 3 5' 17" WEST 2 C _ ] 0 aET; THENICE SOUTH 0 ° 12' 43 " WEST 265 THENCE SOUTH 871°35' 1 7" EAST 20 _ 00 PRE'_' TO THE TRUE POINT OF BEGINNING. PARCEL E: TT�AT PORTICIN OF SAID FAST i LkLF OF `" =E SOUTHKM T QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, ME,'RIDIAN, IN '{MIJG COINITY, WASHI!gGTON, DESCRIBED AS FOLLCG S: COMMENCING ON THE EASTERLY LINE OF SAID SU2DI77TSION AT SAID POINT NORTI4 0 ° 12' 43 " EAST 1,332.72 FEET FRCM T 5' SOUTHEAST CORNER OF SAID SECTION AND S=_F 0312'43" v+1EST 90.13 FEET cRCM THE iNTERSECTTC�i OF F_�_ID Z TERLY LINE ;dITH 72E CEIJ'I'E'RLINR OF TRACT AND RTii"-OF-WAY OF CCIr.1ARBIA AVD PUGET SOUND RAILWAY; Tl-EZNCE SOUTH 0012'43" NEST 420.63 THENCE NORTH 81°35' 17" WEST 195. Ja w3E'T' TO TT-IE TRUE DOINT OF BEGINNING'; 7 ENCE NORTH 31335'17" WEST 353.0Q THENCE NORTH 0012'43" EAST 384_52 FEE ; THENCE EA.STERI Y, ON A 0 ° 28 ' Cu12zs y 'T'C _ .TE LEPT, T.'-tFZOUGH AN ANGLE OF 2' 3 2' 2 8 " AN ARC DxS,ANCE OF 350,00 MEET; FENCE' SOUTHERLY TO T14E TRUE P07.,TT C^ BEGINNING; EXCEPT THE FAST 100 FEET T'EREC17: AND aXCEPT -MAT PORTION OF SAID EAST � F THE SOUTHEAST OUTER OF SECTTCR+ 23, DESCRIBED AS rOLLURS: MMENCING CN T E EASTERLY LTxYE .:F SAID ECTBDTVj:SION AT SAID POI VT NORTIE D ° 12' a3 " EAST 1, 3 98 _ 72 FEET FROM Ti-7 SCUT _liEAST CCRNER OF SAID SECTION _4TD SOUTH C07_2' 43" WEST 30 _ T3 =T t-RCH -"_TE W'_3TEPSEC"TTON OF SAID EASTERLY Ll,Ur, 117TH THE C lTT�Z TRACT ASM RIGHT -OE- JA_' OF COL"XETa & PUGET So= RAII,WIAY; IHENCE SOL7H 0012' 43" WEST 320 _ 63 777�=, THENCE NORTH 81°3a'I7" 'NEST 295-CLL -�u_ IiE TRT POI11T C?� 3FGT�l�iilNG OF THIS EXCEPTION; THENCE NORTH 0°12'13' EAST 265.0G THENCE rTuR^3H 81035' I ;" NEST 20.0C. . �_. , THENCE SOUTH 0 ° 12 ' 13 " W-ES"_' 265.0C 5 SET ; EaALi Order No - THENCE SnOTU'I'Fi 8 i ° 35' 17'' F..,ST f J C=r,E"_' ToTHE'?ZUF, POI,d'?' OF LEGi\ NG OF EXCEPT T'�LA.T PORTION THEREOF =YI:)G ':i -_ T`I2N PRINj-ZLRY STATE HIGHWAY NO. _5. PARCEL F': THE NORTH 50 FEET OF THE EAST 3Ei rEET OF TRACT 'I OF THE PLAT OF VAL.ZE_ kA I RE I!, ACCORDING TO TEE ?L. ._7 1'„E RECF RECORDED IN ' OL-L3 iE 131 OF PLAT_ , PAGES 39 THROUGH 43, 117 KING CDix]` '7, :,,SRII GTON, AS MEASURED AL.CNG '"HE NORTH LIVE OF SAID TRACT A. King County Department ot'➢Developarnent and Environinental Services 900 Oake5da7e t,ve„E„ 9 ReniFire IDistrict Receipt on, 141A ,9055-1zI9 Fire District R Name of Project /Proposal CCL\—,C aA I. Location of Project / Proposal (Address, parcel number, tax account number, legal description)* *One of these required for processing of application SEC 3 TWN , Q A)'— RNG. Name of Applicant Address of Applicant �p 1 ffir"AE' _��C' 1 Telephone Number - �_ Check appropriate box(es) _. Se KROLL PAGE Description: Type of Project / proposal ❑ Apartment / Multifamily FJ Duplex Ll Conditional Use ❑ Commercial / Industrial Subdivision ❑ Unconditional Use e ❑ Retail 1 Short Subdivision / Short Plat ❑ Planned Unit Development CJ Residential: Single Family Residence lJ Rezone ❑ School / Classroom C Other (describe) _ ❑ Storz couplings required on Fire Hydrants Issuance of this receipt does not imply an approval, disapproval. nor review of referenced project / proposal. This receipt shall be valid for 30 days from date of signature. 0 -:R 1_ _37 5 Agency Name Signatory me Title Distribution_ White: Applicant (see below) Yellow: King County Building Services Division Pink: Fire District Note Applicant: at the time of application to DDES the white copy must be presented with project / proposal submittal. 0178 [Rev. 9/971 V: Signat e Fire District: mail yeflow copy to: King County Building Services Division 900 Oakesdale Avenue Renton, WA 98055-1219 Attn: Fire Engineering C,0-91 NJ LOOO PO 00 3 King County Department of Development and Environmental Services 900 oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TTY 206-296-7217 Purpose of the checklist Web date: 10/12/2007 STATE ENVIRONMENTAL POLICY ACT (SEPA) CHECKLIST For alternate formats, call 206-296-6600. The State Environmental Policy Act (SEPA), RCW Chapter 43.21 C, 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 the 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 impacts. A. Background Name of the proposed project, if applicable: McCormick Plat 2, Name of applicant: Robert McCormick - Valley View Mobile Park, LLC SEPAChecklistFORM.doc Ic-ckl-SEPA.pdf 10/12/2007 AI! F ! l.E COPY �� Page 1 of 20 3. Address and phone number of applicant and contact person: Applicant: Robert McCormick Valley View Mobile Park, LLC 161 Mapleway Road, Selah, WA 98942 (509) 945-2219 Contact Person(s):Pacific Engineering Design, LLC, Greg Diener/Lou Larsen 15445 53`d Avenue S, Suite 100, Seattle, WA 98188 (206) 431-7970 4. Date checklist prepared: April 1, 2008 5. Agency requesting checklist: King Cou 6. Proposed timing or schedule (including phasing, if applicable): Submission of complete preliminary plat application expected in April 2008. Preliminary Plat approval is expected in July 2008. Final plat will be submitted within 60 months of preliminary plat approval as required by KCC 19A.12A20.A and RCW 58.17.140. 7. Do you have any plans for future additions, expansion or further activity related to or connected with this proposal? ❑ Yes ® No If yes, explain. No further additions, expansion, cr further activity is proposed related to this proposal. 8. List any environmental information ycu know about that has been prepared, or will be prepared, directly related to this proposal. The following environmental documents have been or will be prepared related to this proposal: • Topographical Survey, Prepared by Hansen Surveying • Critical Areas Report, prepared by Sewall Wetland Consulting, dated 03/31/08 • Level I Downstream Analysis, prepared by Pacific Engineering Design LLC, dated 02/14/08 • Preliminary Pond Sizing Calculations, prepared by Pacific Engineering Design LLC, dated 04/01 /08 • Preliminary Geotechnical Engineering Report, Geotech Consultants, dated 04/01/08 • Traffic Impact Analysis, prepared by TraffEx, dated 03/25/08 SEPAChecklistFoRMAcc !c-ckl-SEPA.pdf 10/12/2007 Page 2 of 20 9. Do you know whether applications are pending for government approvals of other proposals directly affecting the property covered by your proposal? ❑ Yes ® No If yes, explain. The applicant is unaware of any applications pending for government approvals of other proposals directly affecting the proposed project. 10. List any government approvals or permits that will be needed for your proposal, if known. • Issuance of a SEPA Threshold Determination, Preliminary Plat Approval, Final Plat Approval, Construction Drawing Approval, Building Permits and Demolition Permit issued by King County_ • Water and Sewer Availability, Developer's Extension Agreements and approval of Water & Sewer Plans by Cedar River Water and Sewer District. • Construction Stormwater General Permit (NPOES) issued by WA State Department of Ecology. Possible WSDOT Access Permit for proposed access to SE Renton Maple Valley Road (SR169), WSDOT Developer Agreement for ROW Improvements. 11. Give brief complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) The proposed development is comprised of 37 single-family lots, a paved public access road with cul- de-sac, associated utility installations, recreation space, a detention and water quality treatment facility and a tract for a stream and wetlands and their associated buffers. Water and sewer availability will be provided by Cedar River Water and Sewer District. The site is 11.59 acres and is zoned both R-12 and RA-5. The RA-5 zoned portion of the property (the panhandle) is not proposed for development. The site will be accessed from SE Renton -Maple Valley Road (SR-169). The site contains a Type N aquatic area; a 65 foot buffer is proposed from the ordinary highwater mark of the stream. The site also contains a wetland in the southwest area of the site (Wetland A); a 50 buffer is proposed. There is an offsite wetland located near the northeast corner of the site (Wetland B) which has a proposed 50 buffer that will encroach onto the McCormick site_ A steep slope rises to the east along the eastern edge of the site and a 25 foot buffer is proposed. 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 or sites. 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 to this checklist. SEPAChecklistFORM.doc is-ckl-SEPA.pdf 1011212007 Page 3 of 20 The proposed project is located at 16405 SE Renton -Maple Valley Road, Renton WA 98058 (Parcel # 2323059029). The proposed project consists of an irregularly shaped parcel located in a portion of the East half of the Southeast quarter of Section 23, Township 23 North, Range 5 East as well as in a portion of the west half of Southwest quarter of Section 24, Township 23 North, Range 5 East, Willamette Meridian, King County, Washington. The site is located in the jurisdiction of King County. Virtually all of the developable site is located in R- 12 zone. The south portion (panhandle) of the site is located in RA-5 zone. This portion of the site is not proposed for development. The total area of the site is 11.59 acres. The site is bordered to the north by SE Renton -Maple Valley Road (SR-169), to the east by Plat of Valley Faire (single family residential division) and to the south and east by undeveloped forest areas. The site is currently used as Valley View Mobile Home Park. There are approximately 45 existing mobile homes on the site and 1 duplex_ The existing structures will be removed in connection with the development of the proposed plat. Please see the topographical survey (existing conditions plans - Sheets 8 and 9 and the plat plans - Sheets 1 and 2) for vicinity map and legal description. Evaluation for To be completed by applicant Agency Use Only B. Environmental elements Earth a. General description of the site (check one) ® Flat ❑ Rolling ® Hilly ® Steep slopes ❑ Mountainous ❑ Other: b_ What is the steepest slope on the site (approximate percent of slope)? The steepest slope on the site is approximately 70% and is located on the panhandle of the site, which is in the RA-5 zone. Development will be located in the R-12 zone with an average slope of 9%. A steep slope rises to the east along the eastern edge of the site and a 25 foot buffer is proposed. C. What general types of soil are found on the site (i.e., clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. The near -surface soil on the steeply sloped areas on the south and east edges of the site is mostly a glacially consolidatd silt_ The near -surface soil throughout much of the remainder of the site, where the average slope is around 9 percent, is a combination of sand and silt that has essentially flowed down from a steep ravine via a groundwater spring that begins south/southeast of the site. This soil is classified geologically as a "mass waste deposit". Medium -dense to dense, alluvial sand and gravel underlie the mass waste deposit. d. Are there surface indications or history of unstable soils in the immediate vicinity? ® Yes ❑ No If so, describe. SEPAChecklisfFORM.doc Ic-ckI-SEPA.pdf 10/1212007 Page 4 of 20 Evaluation for To be completed by applicant Agency Use Onlv The project site is in a landslide hazard area. As noted in the previous section, a mass waste deposit covers much of the flatter portion of the site. These deposits flowed from higher ground located to the south/southeast of the site via a natural, groundwater -fed stream. Much of the deposit is likely quite old, occurring over the last 10,000 years. It appears that the amount of waste deposit activity has slowed considerably in the last 100 years. A complete geotechnical engineering study will be completed to address the landslide hazards, steep slope setback requirements and provide appropriate hazard mitigation measures _ e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill. Grading of the site will be necessary to modify the site for stormwater drainage flow. The exact quantity is unknown at this time. Stormwater will be directed to a detention and water quality facility located in the northwest corner of the site. Evaluation for To be completed by applicant Agency Use Onlv f_ Ic 9 2. Air Could erosion occur as a result of clearing, construction or use? ® Yes ❑ No If so, generally describe. Erosion could occur in connection with construction, but should be limited because the new development areas are currently developed with a trailer park and are only gently sloped. Erosion controls will be implemented prior to clearing in conformance with an engineered Temporary Erosion and Sedimentation Control (TESL) Plan to be submitted to King County for approval along with project site infrastructure construction drawings. Erosion control measures are expected to include Best Management Practices_ About what percent of the site will be covered with impervious surfaces after project construction (i.e., asphalt or buildings)? Due to the preliminary nature of the plans, the exact percentage of impervious surfaces is unknown at this time. It is projected from the current layout that the site will be approximately 27% impervious. This will include roads, sidewalks, roofs, patios and driveways. Proposed measures to reduce or control erosion or other impacts to the earth, if any: As noted in Section B.1.f. above, temporary erosion and sedimentation control Best Management Practices will be implemented to control erosion and sedimentation during site construction. Erosion control measures are expected to include Best Management Practices such as construction of drainage ditches, installation of silt fencing, construction of sedimentation control ponds, and construction access pads at the site entry and other measures as appropriate. SEPAChecklistFORM.doc ic-ckl-SEPA.pdf 10/1212007 Page 5 of 20 Evaluation for To be completed by applicant Agency Use Only a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke, greenhouse gases) during construction and when the project is completed? If any, generally describe and give approximate quantities if known? Emissions and dust particulates generated primarily by construction equipment will likely be produced during the construction phase of this project. The amount of such transitory emissions to the air is expected to be minimal. Once the project is completed, emissions will be those typically associated with a residential development. b. Are there any off -site sources of emissions or odor that may affect your proposal? ❑ Yes ® No If so, generally describe. The applicant is not aware of off -site sources of emissions or odors that may affect this proposal. To be completed by applicant 3 c. Proposed measures to reduce or control emissions or other impacts to air, if any. - During the site work construction phase of the project, watering dusty portions of the site to help control dust. Water a. Surface, Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, salt water, lakes, ponds, wetlands)? ® Yes ❑ No If yes, describe type and provide names. If appropriate, state what stream or river it flows into. According to the Critical Areas Report, prepared by Sewall Wetland Consulting on March 31, 2008, Wetland A, a Category 3 wetland, is located at the toe of the slope along the south side of the site and is bisected by the ditched Type N stream. A small portion of the wetland extends north of the stream. Wetland B, a Category 3 wetland, is located along the northeast corner of the site. Category 3 wetlands typically have a 75' buffer in urban areas of King County. However, a 50' buffer is proposed for both wetlands. See the Critical Areas Report for further information regarding the buffer mitigation. Additionally, a single intermittent Type N stream flows through the south narrow section of the site before draining in a half culvert through the south edge of the mobile home park. Type N waters typically have a 65' buffer measured from the ordinary high water mark. Please see the Critical Areas Report for further details. Evaluation for Agency Use Only SEPAChecklistFORM.doc Ic-ckI-SEPA.pdf 10/1212007 Page 6 of 20 Evaluation for To be completed by applicant Agency Use Only 2. Will the project require any work over, in or adjacent to (within 200 feet) the described waters? ® Yes ❑ No If yes, please describe and attach available plans. A 65 foot buffer is proposed from the ordinary high water mark of the stream and 50 foot buffers are proposed for the wetlands. 3. Estimate the amount of fill and dredge material that would be placed 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. To be completed by applicant 4. Will the proposal require surface water withdrawals or diversions? ❑ Yes ® No Give general description, purpose and approximate quantities if known. 6. Does the proposal lie within a 100-year floodplain? ❑ Yes ® No If so, note location on the site plan. 6. Does the proposal involve any discharges of waste materials to surface waters? ❑ Yes ® No If so, describe the type of waste and anticipated volume of discharge. Evaluation for Agency Use Only SEPAChecklistFORM.doc Ic-ckI-SEPA.pdf 10/1212007 Page 7 of 20 To be completed by applicant b. Ground Will groundwater be withdrawn or will water be discharged to groundwater? ® Yes ® No Give general description, purpose and approximate quantities if known. The proposed plat will be served by the Cedar River Water District. An existing private well system may be used for landscape watering. No water will be discharged to groundwater. 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (i.e., 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 expected to be served by the system or systems. No waste material will be discharged into the ground. Each of the 37 proposed lots will be connected to the public gravity sewer system. Evaluation for Agency Use Only SEPAChecklistFORM.doc IC-kI-SEPA.pdf 10/1212007 Page 8 of 20 Evaluation for To be completed by applicant Agency Use Only CO 0 Water runoff (including stormwater): 1. Describe the source of runoff (including stormwater) 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. Stormwater runoff will be generated by the proposed impervious and pervious surfaces_ Project generated stormwater will be collected in a pipe and catch basin system and routed to on -site detention and water quality facility located in the northwest corner of the site which then flows to the Cedar River. 2. Could waste materials enter ground or surface waters? ❑ Yes ® No If so, generally describe. No. Stormwater runoff from paved surfaces will be treated in the proposed detention and water quality facility. Proposed measures to reduce or control surface, ground and runoff water impacts, if any: Installation of proposed stormwater collection system, stormwater detention and water quality facility pursuant to King County standards. 4. Plants a. Check or circle types of vegetation found on the site: Deciduous tree: alder maple aspen other IOR C' o Evergreen tree: Shrubs Grass Pasture Crop or grain Wet soil plants: other 1 1 1 fir, cedar, pine, other cattail, buttercup, bullrush, skunk cabbage, Water plants: water lily, eelgrass, milfoil, other Other see Critical Areas Report prepared by Sewall Wetland Consulting SEPAChecklistFORM.doc Ic-ckI-SEPA.pdr 10/12/2007 Page 9 of 20 To be completed by applicant I G. CJ What kind and amount of vegetation will be removed or altered? Existing lawns, shrubs, ornamental trees from previous use will be removed. Also, some trees will be removed where necessary at the perimeter of the development. List threatened or endangered species known to be on or near the site. There are no known threatened or endangered species on or near the subject property. Proposed landscaping, use of native plants or other measures to preserve or enhance vegetation an the site, if any: Cleared and graded areas will be revegetated per King County standards for single family subdivisions. Buffers will be observed near the stream and wetlands. The portion of the site located in the RA-5 zone will remain in its existing condition- S . Animals a. lei c_ Check or circle any birds and animals which have been observed on or near the site: ® Birds: hawk, heron, eagle, songbirds, other - crows ❑ Mammals: deer, bear, elk, beaver, other ❑ Fish: bass, salmon, trout, herring, shellfish, other List any threatened or endangered species known to be on or near the site. There are no known threatened or endangered animal species on or near the subject property. Is the site part of a migration route? ® Yes ❑No If so, explain. The site may be part of the Pacific Flyway. Evaluation for Agency Use Only SEPAChecklisfFORM.doc Ic-ckI-SEPA.pdf 10/12/2007 Page 10 of 20 Evaluation for To be completed by applicant Agency Use Onlv d. Proposed measures to preserve or enhance wildlife, if any: Buffers will be in place near the stream and wetlands. The portion of the site located in the RA-5 zone will remain in its existing forested condition_ 6. Energy and natural resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed projects energy needs? Describe whether it will be used for heating, manufacturing, etc. The project is expected to use electric and natural gas energy sources for heating, lighting, small appliances, and other uses as applicable. b. Would your project affect the potential use of solar energy by adjacent properties? ❑ Yes ® No If so, generally describe. 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: The future residences will be designed and constructed in conformance with the Washington State Energy Code. SEPAChecklistFORM.doc Ic-ckI-SEPA.pdf 10112/2007 Page 11 of 20 Evaluation for To be completed by applicant Agency Use _ Only 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? ❑ Yes ® No If so, describe. It is unlikely that under normal working conditions that environmental health hazards would be encountered. Describe special emergency services that might be required. All appropriate precautionary emergency measures will be employed to prevent an emergency situation. However, if an emergency occurs KC Fire District services would be employed. 2. Proposed measures to reduce or control environmental health hazards, if any: State regulations will be followed when handling any hazardous materials. b. Noise What types of noise exist in the area which may affect your project (i.e., traffic, equipment, operation, other)? Traffic Noise from SE Renton -May Valley Road (SR 169) may have some minimal affect on the project. 2. What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (i.e., traffic, construction, operation, other)? indicate what hours noise would come from the site. During site construction, the operation of trucks and heavy equipment and construction activities will create short-term noise. In the long terra, traffic and other noise typical of residential uses will be created. 3. Proposed measures to reduce or control noise impacts, if any: Construction -related noise will be limited to King County's permitted work hours. SEPAChecklistFORM.doc Ic-ckI-SEPA.pdf 10/12/2007 Page 12 of 20 Evaluation for To be completed by applicant Agency Use Only 8. Land and shoreline use a. What is the current use of the site and adjacent properties? The site is bordered to the north by SE Renton Maple Valley Road (SR- 169), to the east by Plat of Valley Faire (single family residential division) and to the north and east by undeveloped forest areas. The site is currently used as a mobile home park. There are approximately 45 existing mobile homes and one duplex on the site. b. Has the site been used for agriculture? ❑ Yes ® No If so, describe. c. Describe any structures on the site. Currently, there are approximately 45 mobile homes on the site and 1 duplex. d. Will any structures be demolished? ® Yes ❑ No If so, what? All mobile homes will be removed. The existing duplex will be reomoved. Existing wells will remain. e. What is the current zoning classification of the site? The current zoning classifications of the site are R-12 and RA-5. f. What is the current Comprehensive Plan designation of the site? The current Comprehensive Plan designations of the site are Urban Residential 4-12 dulac, Urban Residential 1 dulac and Rural Residential 1 du12.5-14 ac g. If applicable, what is the current shoreline master program designation of the site? N/A SEPAChecklistFORM.doc lc-ckl-SEPA.pdf 10/12/2007 Page 13 of 20 To be completed by applicant h. Has any part of the site been classified as an "environmentally sensitive" area? ® Yes ❑ No Is so, specify. An unnamed stream starts south of the site, runs northerly through the middle of the south portion of the site (panhandle) & turns westerly and runs along the south boundary of the site. There is a wetland in the SW corner of the site & an offsite wetland near the NE corner of the site. Approximately how many people would reside or work in the completed project? Approximately 100 people (an estimated 2.5 people per residence) would reside in the completed project. Proposed measures to avoid or reduce displacement impacts, if any: None proposed. k. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: This project has been carefully designed to provide desirable housing in conformance with existing zoning and the King County's Comprehensive Plan, 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle or low-income housing. Approximatley 37 single family housing units will ultimately be provided. The homes are expected to be in the middle income housing bracket. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle or low-income housing. Approximately 45 mobile homes and one existing duplex unit will be removed. Evaluation for Agency Use Onlv SEPACheckiistFORM.doc lc-ckI-SEPA.pdf 1011212007 Page 14 of 20 To be completed by applicant c. Proposed measures to reduce or control housing impacts, if any: None proposed. 10. Aesthetics a. What is the tallest height of any proposed structure or structures, not including antennas? What is the principal exterior building material or materials proposed? The tallest site structures will be single-family residential structures in accordance with King County's maximum building height regulations for the R-12 zone. b. What views in the immediate vicinity would be altered or obstructed? None. c. Proposed measures to reduce or control aesthetic impacts, if any: Houses will be constructed in accordance with King County's requirements. Landscaping will be provided. 11. Light and glare a. What type of light and glare will the proposal produce? What time of day would it mainly occur? Minor amounts of light or glare may occur from vehicles entering and exiting the site as well as from internal streetlights along the proposed residential access street and from the ultimately -constructed homes. These light sources are expected to be minimal and are expected to occur during early morning and evening hours. b. Could light or glare from the finished project be a safety hazard or interfere with views? ❑ Yes ® No If yes, explain: Evaluation for Agency Use Oniv SEPAChecklistFORM.doc Ic-ckI-SEPA.pdf 10l1212007 Page 15 of 20 To be completed by applicant c. What existing off -site sources of light or glare may affect your proposal? Adjacent homes to the west may emit minimal light that may affect the proposal. d. Proposed measures to reduce or control light and glare impacts, if any: Utilization of low intensity downward -aimed streetlights will reduce or control light and glare impacts. Installation of street trees will help alleviate some of the light or glare from streetlights and headlights. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? The applicant is proposing to provide on -site recreational space. Other nearby recreational opportunities include the Cedar River, which is to the north of the site just across Renton -Maple Valley Road (SR-169). There is also a pedestrian trail along the Cedar River that will provide recreational opportunities for residents. Cedar River Park and Cedar Grove Park are near the proposal as well as the Renton Fish and Game Club Recreation Area. b. Would the proposed project displace any existing recreational uses? ❑ Yes ® No If so, describe. The project will not displace any existing recreational uses. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, in any: A minimum of 390sq ft per lot of recreational open space will be provided in the subdivision. Evaluation for Agency Use Only SEPAChecklistFORM.doc is-ckl-SEPA.pdf 10/1212007 Page 16 of 20 To be completed by applicant 13. Historic and cultural preservation a. Are there any places or objects listed on, or proposed for, the national state or local preservation registers known to be on or next to the site? ❑ Yes ® No If so, generally describe. b. Generally describe any landmarks or evidence of historic, archaeological, scientific or cultural importance known to be on or next to the site. No known landmarks or evidence of historic, archaeological, scientific, or cultural importance are known to be on or next to the site. Proposed measures to reduce or control impacts, if any: If archaeological site(s) are discovered during excavation and/or construction, the contractor will stop work in the vicinity of the site(s) and the owner will notify appropriate agenc(ies) for direction as required by law. 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. The proposed development will have one access to SR-169 (Renton -Maple Valley Highway) at the existing entrance. b. Is the site currently served by public transit? ❑ Yes ® No If not, what is the approximate distance to the nearest transit stop? According to the King County Metro Transit Trip Planner, the closest stops to 16405 RENTON MAPLE VALLEY are the following: Stop Name Distance Area Renton Maple Valley & 201st PI SE 0.77 mile MAPLE VALLEY Renton Maple Valley & 201st PI SE 0.80 mile MAPLE VALLEY Renton Maple Valley & Cedar Grove Rd 1.17 mile MAPLE VALLEY Renton Maple Valley & 18015 1.17 mile RENTON Renton Maple Valley & Cedar Grove Rd SE 1.26 mile MAPLE VALLEY SEPAChecklistFORM.doc Ic-ckI-SEPA.pdf 10112/2007 Evaluation for Agency Use Only Page 17 of 20 Evaluation for To be completed by applicant Agency Use Only How many parking spaces would the completed project have? How many would the project eliminate? The project will have two parking spaces on each lot's driveway, for a total of 74 parking spaces. Additional on street parallel parking will be provided. The project replace parking for existing uses. d. Will the proposal require any new roads or streets or improvements to existing roads or streets, not including driveways? ® Yes ❑ No If so, generally describe (indicate whether public or private)_ An interior public street and cul-de-sac will be constructed to serve proposed development. The site will gain access from Renton -Maple Valley Road (SR-169). The proposal may require improvements to Renton -Maple Valley Road (SR-169). e. Will the project use (or occur in the immediate vicinity of) water, rail or air transportation? ❑ Yes ® No if so, generally describe. The project will not utilize water, rail or air transportation. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. According to the Traffic Impact Analysis prepared by TraffEx dated March 31, 2008, 354 average vehicular weekday trips would be generated by the completed project. 28 AM peak hour trips and 37 PM peak hour trips would be generated, The existing trips generated by the Valley View Trailer Park will be removed with the McCormick plat. A PM peak hour traffic count was performed on March 5, 2008 to determine the existing traffic volumes at the site access. After removal of the Valley View Trailer Park and construction an doccupancy of the McCormick plat, there will be an estimated net increase of 13 PM peak hour trips. g. Proposed measures to reduce or control transportation impacts, in any: King County traffic impact fees may be required in conjunction with the development. SEPAChecklistFORM.doc lc-ckl-SEPA.pdf 1 Of12/2007 Page 18 of 20 To be completed by applicant 15. Public services a. Would the project result in an increased need for public services (i.e., fire protection, police protection, health care, schools, other)? ❑ Yes ® No If so, generally describe. The need for public services is anticipated to be similar to that of the existing development. b. Proposed measures to reduce or control direct impacts on public services, if any: The project will be designed with properly located fire hydrants and roadways designed to allow access for emergency services such as medic, police and fire department personell. King County Fire Department impact fees may be required in connection with the development. School mitigation fees may also be required. Other services will be paid for by taxes assessed against each of the proposed lots. 16. Utilities a. Check utilities currently available at the site: ® Electricity ® Natural gas ® Water ® Refuse service ® Telephone ® Sanitary sewer ❑ Septic system ® Other: Cable 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. Cedar River Water and Sewer District will provide water and sewer. PSE will provide natural gas and electricity. Comcast provides cable services. Telephone service is provided by Qwest. Evaluation for Agency Use Only SEPAChecklistFORM. doe Ic-ckI-SEPA.pdf 1019MON Page 19 of 20 C. Signature The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. nature Date submitted Check out the DDES Web site at www.kingeounty.gov/ ermits SEPA Checklist (Draft) (CAK Comments) (Revised)(3).doc lo-ckl-SEPA.pdf 1011212007 Section 1: Buildings Emissions Per Unit or C—f u L, AAT(,n*2P) Type (Residential) or Principal Activity (Commercial) Units� Square Feet (in thousands ousands of square feet) Embodied Energy Transportation Lifespan — Emissions (MTCO2e) Single -Family Home ................ 98 672 792 57788 Multi -Family Unit in Large Building ...... 33 357 766 ll Multi -Family Unit in Small Building ...... 54 681 766 a Mobile Home........................................ . �11,111'! 41 475 709 0 Education ....... ................................... 0.0 sj Food Sales ...... -- . . . ....................... I.- 0.0 282 0 Food Service ....................................... 0.0 1 0 Health Care Jnpatient .......................... 0.0 Health Care Outpatient .............. ......... 0.0 19 7'1 ,Lodging .. ....... .. ................................... 0.0 5; lRetail (Other Than Mall) ....................... 0.0 z4i Office................................................... 0-0 77' Public Assembly .................................. 0.0 Public Order and Safety .............. ....... 0.01 L1,99 0 Religious Worship ............................... i 0,01 0 Service .............. --.— ........ O.Dj 0 Warehouse and Storage ..................... 0.0 0 10ther... ...... ........... I ................. O.Dj IVacant ................................ - ....... 0.01 9 1 -1 �Jj 0 Section 11: Pavement .......................... Pavement .................. 77 223605p Total Project Emissions: Version 1.7 12/26;07 1 229383 Definition of Building Types Type (Residential) or Principal Activity (Commercial) � Description Unless otherwise specified, this includes both attached and detached Single -Family Home .................................. builcires Multi -Family Unit in Large Building ........... Apartments in buildings with more than 5 units fvlulti-Family Unit in Small Building ...,........ Apartments in building with 2-4 units MobileHome .............................................. Euiiair,as used for academic or technicot classroom instruction, such as elementary, micdie, or high schoois, and classroom buildings on college or university campuses. Buildings on education campuses for which the main use is „ot classroom are included in the category relating tc their use. For examNie, administration buildings are part of "Office," dormitories are Education ............................................. .. "' cOgirg,' and libraries are "Public Assembly. Fooa Sales ................. ....._ 1301cings used for retail or wholesale of food. ......................... Guiicings used for preparatton and sale of food and beverages for Food Service ............................................. consur-otien. Health Care Inpatient ................................ Bu:idinc,s used as diagnostic and treatment facilities for inpatient care. D Jcirgs Wsed as diagnostic and treatment facilities for outpatient care. Eoctcr's or dentist's office are included here if they use any type of diagnostic Health Care Cutoatient ...................... i-,edic3l ecuipment (if they do not, they are categorized as an office building). 8uiidings used to offer multiple accommodations for short-term or long-term Lodging ................................................. : raslr~ents ncluding skilled nursing and other residential care buiidirgs. Retai's (Other Than Mall) ............................ ISuilclings used for the sate and display of goods other than food. 1 T"Jdings used for generai office space, professionai office, or administrative oboes. Doctor's or dentist's mice are irciuced here if they do not use any ,Ype o` diagnostic medical equipment (if they do, they are categorized as an Office........................................................ ouloatier.t health care building). Bukincs n which people gather for social or recreational activities, whether in Public Assembly .................................. .... private cr non -private meeting halls. Puolic Oraer and Safety. ............................ Euiicin ,s used for the preservation of law and order or public safety. Buiid;ngs in which) people gather for religious activities,.(such as chapels, Religious Worship ................................. .. crurches, mosques, synagogues, and temples). Suiidings in which some type of service is provided, other than food service or Service ...................................................... retail sales of goods Swidings used to store goods, manufactured products, merchandise, raw Warehouse and St©rage ......................... rr-a:enats, or personal belongings (such as self -storage). L?uiidings that are industrial or agricultural with some retail space; buildings t :wino several different commercial activities that, together, comprise 50 perdrit or more of the fioorspace, but whose largest single activity is acncriitural. industrials manufacturing, or residential; and all other Oth _r......................................................... rri: c eJaneous buildings that do not fit into any other category. iBraiiG:i gs n which more foorspace was vacant than was used for any single omerc;al activity at the time of interview. Therefore, a vacant building may Vacant ...................................................... gm,ave some occupied Floorspace. Sources:........ Residential 2001 Residential Energy Consumption Survey Square footage measurements and comparisons httv://www.eia.doe.goviemeuirecs/sqft-measure-litm� Commercial Commercial Buildings Energy Consumption Survey (CBECS), Description of CBECS Building Types trttp: /NNww.eia.doe,goviemeu/cbecs/pba99/bidcty.,es.html Embodied Errissi0as Wu ksheet Section_1: Buildings Type (Resldential) or Piinapal Actiot ' -- K Ommercisl #IhuusanL sq feed unit or bulldin Life span relate embodied GHG missions (WCO2e) unit L Fa span rBlaffitl eirti ie GHG missions (MTCO2e thousand square feet). Se ralrulatinns in table beluv Single-Faml�#come .............................._ 2E.3 ---_- 9$ '---- 39 Multi -Family Unit in 1-w9a Building ...,.... _ _ 0.Y,5 - 15 _ T 33 39 Mulll-FamilyUnit in Small Buildin.... ,.... 54 39 Mobile Home ...........................,...........,... 1.06 d1 39 Education ............................ ..........'----•._ .... -.__ 75-6 991 _----- 39 Food Sales .............................. .............. Food Service . _......................................" ._.-_—.-- .5.6 2 217 _ -_ 39 39 5.fi 217 Health Care inpatient - ..-- . .,-....- ............... 241.4 - —' 9,346 _ ..._ 39 � Health Care Outpatient ......................... 10.4 . -3s.3 403 39 Lodging .................................... 1,386 _ _ _ 39 Retell{OlherThan hlalq..._....._._............. .__. 9.7 376 _ _ _ 39 ............. i4.R 573 550 39 Public AssonplY......_. _.__.__.__. _.............. '€42 39 Public Order and Safety ........................ 75.` 600- "- 391 _ 39 Religious Worship.. ............. .............. Service................................................... 7U.1 39 G.5 "€tt.3 252 654 _ 39 39 39 Warehouse and StoraagE. ............ Other.. 21.0 $48 -_ - 546 Vacant................................................... 4•i.i - 39 Section It: Pavemert ............................. T"T All TYnns rf, Pavarrenl _�}ANI� �"`;:'�.', . _-- -- _ ilnten73edistel �--- Inl�riw' _ Goknnns end Welty %'Smnow: 1 Root° Avemge GVP (Ibs CO2e+sq f))' Varcnwjer -- ----._-- -- -- — _ i_ n!_r Rl— Gtr,_l w, Total 7otalEmdadie D,6ud ed Emissions Average klaterrale in a 2,272-square fuc : Enlis3icns (MI UO2e single farril ham 0. 2269,G _ _ _ 32ir6_C WbO _lii3.r 111CO2e lhousand s feet MT D2 0.0 8.0 27.8 6.6 75.6 30-6 88.0 38.7 Baurces All data in black terr King County, DNRA. Contact: Wt Kuhadc, nutt.kuhaHr:@kingcounty go% Re=,kip clial hjorpace'per uni 2G01 Rr:::ie enhal Enorrl4 SoNey (NalwiM Acoral)e. 201 .`i4uuic ti,uta[I2 aro1 ccnpon",r'na hIF,11',`,-Fn,'_Nia GUgn'llL'f(gil(je�u+Sgtt neasurti. wd FloVi paf WiM.+,t ('I f+. 20,,i:) ClinTnm oal Bulidrnp: Energy 03nirinptuLn Sur:-e} iNallnnal A,u,;ge. 2008 Table CS. CL)nsurn]tlon znd Grass Energy IIIIC='=SIF'y inr tiir+r7y}t" Major Fuef:, fur dull-fr611 6uitJings, 2U0:: FittF:k:•J•.vw,eiadae.yevleaeolcher�rlc�2gv211C31�etuiled_IaLdea 21iO3i2 US3xi9l20G3excepc� x Average GVW (us CO2elsq It): Vancouver, Low Rise Building Athena EcoCalculxtot Athena Assembly Evaluation Tool v2.3- Vancouver Low Rise Building Amerbly Average GVrP (kg) per square meter http:llvneneathenasrli_calloolslecoCalcu[atorlindez.hlnl Lbs per kg 2.20 Square feet per square refer 10.76 Avvage rdataiialS in a 2,272-squartj foot sgle fo,idy hu+re buildings energy DMa kook. 7.3 l pwe;IfAvuagc Household kiaterials Used in the Cnnstruc6on of a 2,272-Squerc-Tint Single-Faierly tiome, 2000 hnp:1`bwIdingsdalabnnkei Gu oo�: govftid=view. boah_tablaAa'b eID-L0368t=xh ,See also: PIAHB, 200.1 Huusfng fads, Figures anJ Trends. Feb. 2604, p. 7 Embodied GHG Emissions.. ...... - ......... . ..... Worilisheet Background Information Buildings Embodied GI iG ernissions are emissions that are created through the extraction, Processing, transportation, construction and disposal of building materials as well as emissions created through landscape disturbance (by both snit disturbance and changes in above ground biomass). tsfimating embodied GHG emissions is new field of analysis; the estimates are rapidly improving and becoming more inclusive of all elements of constriction and development. The estimate included in this worksheet is calculated using average values for the main construction materiais that are used to create a typical family home. In 2004, the National Association of Home Builders calculated the average materials that are used in a typical 2,272 square fool single-family household. The quantity of materials used is then multiplied by the average GI IG emissions associated with the life -cycle GHG emissions for each material. This estmate is a rough and conservative estimate; the actual embodied emissions for a project are hkeiy to be higher. For example, at this stage, due to a lack of comprehensive data, the estimate does not include important factors such as landscape disturbance or the einissiuns associated with the interior Components of a building (such as kirniture). King (.oufity realizes that thc: calcolations for enibodied emissions in this worksheet are rough. I -or example, the emissions assocated witii building 1,000 square feel of a residentral building will not be the same as 1,000 square feet of a corrrrnercial building. } lowever, discussions with the construction cummunity indicate that while there are sigrilficanl differences between the different types of structures, this method of estimation Is reasonable; It will be Improved as more data become available. Additionally, if more specific information about the project is known, King County recommends two online embodied emissions calculators that can be used to obtain a more tailored estimate for embodied emissions: vAvw. i dcarbonneutral.org and www.athenastrii.ca?toc)lslee-OCaic:titator/. Pavemi Four recent life cycle assessments of the environmental impacts of roads form the basis for the per unit embodied emissions of pavement. Each study is constructed in slightly different ways; however, the aggregate results of the reports represent a reasonable estimate of the GHG emissions that are created from the manufacture of paving materials, construction related emissions, and maintenance of the pavement over its expected life cycle. For specifics, see the worksheet. Special Section: Estimating the Embodied Emissions for Pavement Four recent life cycle assessments of the environmental impacts of roads form the basis for the per unit embodied emissions of pavement. Each study is constructed in slightly different ways, however, the aggregate results of the reports represent a reasonable estimate of the GHG emissions that are created from the manufacture of paving materials, construction related emissions, and maintenance of the pavement over its expected life cycle. The results of the studies are presented In different units and measures; considerable effort was undertaken to he able to compare the results of the studies in a reasonable way. For more details about the below methodology, contact maft.kuharic@kingcounty.gov. The four studies, Mail (2001), Park (2003), Stripple (2001) and Tieolar(2001) produced total GHG emissions of 4 MTC O2e per thousand square feet of finishod paving (for similar asphalt and concrete based pavements), This estimate does nolinciuding downstream maintenance and repair ofthe highway. The average (for all concrete and asphalt pavements in the studies, assuming each study gets one data point) is-17 MTCO2elthousand square feet Three of the studies attempted to thoroughly account for the emissions associated with long term maintenance (40 years) of the roads. Stripple (2001), Park el al. (2003) and Treolar (2001) report 17, 81, and fib MTCO2ellhousand square feet, respectively, after accounting for maintenance of the roads. Based on the above discussion, King County makes the conservative estimate that 50 MTCO2elthousand square feet of pavement (aver the devefoproent's life cycle) will be used as the embodied emission faClOrfar pavement until better estimates can be obtained This is roughly equivalent to 3.500 MTCO2e per lane mile of road (assuming the lane is 13 feet wide) it is important to note thatthese studies estimate the ernhodied emissions forroads. Paving that ciees not need to stand up to the rigors of heavy use (such as parking lots orddveways)would likely use less materials and Iron :e have lower embudied emissions. Sources: Mail, J. A Life Cycle Perspective on Concrete and Asphalt Roadways: Embodied Primary Energy and Global Warming Potential. 2006. Available: i lnkvw,cement,cakement.nsfleee9ec7bbd630126852566c40052107bl6er,79dc8ae03a782852512h90061bg tdl FILE1ATTKQWE31athena°l20report%2S7Feb.1202%202007.Vdf Paris, K, Hwang, Y., Sea, S., M.ASCE, and Sea, H. , "Quan tiladve Assessment of Environmental Impacts on Life Cycle of Highways," Journal of Construction Engineering and Management, Vol 129. January/February 2003, pp 25-31, (DOI: 10.10611(ASCE)0733-9364(2003)129:1(25)). Stripple, H. Life Cycle Assessment of Road. A Pilot Study for Inventory Analysis. Second Revised Edition. IVL Swedish Environmental Research Institute Ltd. 2001. Available; h Ip' w.ivlsolrapporterlpdf181210E_pdf Treooar, G., Love, P.E.D., and Crawford, R.H Hybrid Life -Cycle Inventory for Road Gonstwot ion and Use. Journal of Construction Engineering and Management P, 43-49. January/February 2004. Energy, Fnlission5-Wc-rkshePA Energy Floorspace MTCE per Lifespan Energy consumption per Carbon per Building thousand MTCO2e per Average Lifespan Energy Related MTCO2e Type (Residential) or Principal Activity building per year Coefficient for MTCO2e per (thousand square feet per thousand square Building Life Related MTCO2e emissions per C (Commercial) (million 3 Building n s building per ea square feet ea feet per year San emissions per uni thousand square fee Singie-Family Home ...._,., 11.61 2,53 4.6 16.8 57.9 672 266 Multi -Family Unit in Large Building ....... 41 0 l; 4.44 0.65 5.2 19.2 80.5 357 422 Multi -Family Unit in Small Building ....... 78.1 8.45 1.39 6.1 22.2 80.5 681 489 Mobile Home .......................................... 75.9 c 8.21 1,06 7.7 28.4 57.9 475 448 Education .............................................. 2,125.0 " 264.2 25.6 10.3 37.8 62.5 16,526 646 Food Sales ......-.................................. 1,110.0 i '' 138.0 5.6 24.6 90.4 62.5 8,632 1,541 Food Service ......................................... 1,436 0 ; ,:' ^; 178.5 5.6 31.9 116.9 62.5 11,168 1.994 Heath Care Inpatient ........................... 60,152,0 7,479.1 24-1.4 31.0 113.6 62.5 467.794 1.938 Health Care Outpatient ......................... 985.0 122.5 104 11.8 _ 43.2 62.5 7,660 737 Lodging ................................................. Retail 3,578.f1 , ', 444.9 35.8 12.4 45.6 62.5 27,826 777 Other Than Mall ......................... 720.0 89.5 9.7 9.2 33.8 62.5 5,599 577 Office ..................................................... 1,37&0 "_? 171.1 14.8 11.6 42.4 62.5 10,701 723 Public Assembly- 1. ;38 CE 166.4 14 21 11.7 43.0 62.5 10,405 733 Public Order and Safety ........................ 1.791.0 <." 'i z ! 222.7 15'5 14.4 52.7 62.5 13.928 899 Religious Worship ................................. 44().0 ; i 1 54.7 10.1 1.5A 19.9 62.5 3,422 339 Service ................................................. - 50 !1 -.. _; R_E"; 3,Er0.} } 0" 0 623 u 9.6 35.1 62.5 3,896 -- 599 Warehouse and Storage ................... _ 95 0 1 iS1 5-6 20.6 74.9 9.5 62,5 62,5 62,5 - - 5,942 352 Other........ 447.fi %^, ri 2D.4 2.6 27,097 2,286 1,278 182 Vacant..... _.. . ..... ..... ........ 36.6 1a SQurces All data in black text King County, DNRP. Contact: Matt Kuharic, matt.kuharic@kingcounty.gov Energy consumption for residential buildings 2007 Buildings Energy Data Book: 6.1 Quad Definitions and Comparisons (National Average, 2001) Table 6.1.4: Average Annual Carbon Dioxide Emissions for Various Functions hopelbuildingsdatabook.eren.doe.govl Data also at. litip:llwww.eia.doe.gnvierneuire(:slrecs2001_celcelAc_housingur)its2001.himi Energy canaurnfrtion for uornnieicial buildiEi„s LiA, 200:3 Commercial Ruildincgs Energy Ccnsrunption Survey ( National Average, 2003) and Tube C3 Gunsurnption and C."oss Energy Intensity for Sum of Ma)rir Fuels for N=-Mall Buildings, 2(103 Flcorspace per building htip:ilw�vw.eie.doe.g vlerne€ lcbec rcbecs200 delaitcd tables 200312t7U$sef91)fY03 xcei%c3.x1s Note: Data in plum color is found in both of the above sources (buildings energy data book and commercial buildings energy Consumption survey). i` ¢ -.Art' u ".., Jo corr r_r't to i,-1TCC3 e Per lllwion Hio; lliis tartar dMd,-d try Ed)uir )nd w-,liiplic+rt by :1 V I2 Residential floorspace per unit 2001 Residential Energy Consumption Survey (Nationat Average, 2001) Square footage measurements and comparisons http:llwvAv.eia,doe.govlemaulrecslsgft-measure. html avefhge iJrf,;pan of buildings, esfimat2d by replacement tulle method Single Family Mulb-Family Units All Residential Homes in Large and Building Small Buildings New Housing Construction, 2001 Existing Housing Stock,2001 -/:JY30.i;i(10 2f3,5il4.(}f!q Ip0,t00,0(i0 Replacement acemeni {national lime: 57.3 HO, 62.5 dvcrage, 2001) Note: Single family homes calculation is used for mobile homes as a best estimate life span. Note: At this time. KC staff could find no reliable data for the average life span of commercial buildings. Therefore, the average life span of tesidential buildings is being used until a better approximation can be ascertained. iaut sSii;t:l Ni<gj J kf,s,uro.:L.;i3ii�_,..1€It€ ,,iS_s.1i +i4k;l ,Id 2�2 u3 Table itC14a. tiau�ing UniE Gtraraci r€'sties kry TypL of flnusing tl„ii, f'Jl€Ilvn U.S. 14r iyelec�3ii;, 2U01 t iilllOn t�.i7. tliiLk4pliCild3, 204)1 iiitp:�1SU'.14'.L'ia.iia.�0y][Ysl£l€eesfiCiazGii9�rSG_fed4fhousM)itstltc1-4a_.hs"Yu&inquiii62[66A,pdf Transportation Emissians Worksheet Type (Residential) or Principal Activity Commercial Single -Family Home .................................. # people/ unit or building 2.8 # thousand sq feet/ unit or building 253 # people or employees! thousand square feet vehicle related GHG emissions (metric tonnes CO2e per person per year) 4.9 MTCO2e! ear/ unit 13.7 MT002of year! thousand square feet 5.41 Average Building Life Spanj 57.9 Life span transportation related GHG emissions (MTCO2el ver unitl 792 Life span transportation related GHG emissions (MTCO2e1 thousand sq feet 313 Multi -Family Unit in Large Building ..... 1.9 0.85 1,39 4.9 9.5 11.21 80.5 766 904 Multi -Family Unit in Small Building ........... 1.9 4.9 9.5 5.8 80-51 766 550 Mobile Home ............................................. 2.5 1.06 4.9 12.2 11.5 57.91 709 668 Fducation ............................................. 30.0 25.6 .r 4.9 147.8 5.8 62.51 9247 361 Food Sales ................. I ... I .... I.................... 5.1 5.6 f+ ;, 4.9 25.2 4.5 62,51 1579 282 Food Service ............................................ 10.2 5 6 z- 4.9 50.2 9.0 62.51 3141 561 Health Care Inpatient ............................... 455.5 241 A i.;: 4.0 2246.4 9.3 62.5 140506 582 Health Care Outpatient ............................ 19.3 10.4 i.ct 4.9 95.0 9.1 62.5 5941 571 Lodging .................................................... 136 35.8 1 4.9 67A 1.9 62.5 4194 117 Retail Other Than Mall) ............................ 7.$ 9.7 st 4.9 38.3 3.9 62.5 2394 247 nffice_.................................................. 28.2 6-9 14 P, 14. e _ 4.9 _ - 139,0 9.4 rn 62.5 62 5 8696 2137 588 150 Public Assembly ..................................... -- - 1. 3 342 2.4 Public Order and Safety . . ................... 1$-8 1t;ti ->.t) 927 . 8.0 - 62-5 625 5796 1298 _ 374 129. i eiigious Wor.hip-.._ ....-...-................... 5.6 -10 I ei.;7 1fe.i _ _ Service .,.. .. i' 27.6 49.0 4-3 2.9 4-1 62.5 62.5 625 1729 3067 5630 - 266 181 257 Warehouse and Storage ..... ......... ........... Other........................................................ _ g-9 - { 18.3 ? 1.E] - - ;.:. t J -- 90.0 Vacant ..................................................... 2.1 14.1 i:. 4.9 10.5 0.7 62.5 657 47 'iQitMQa All data in black text King County, ❑NRP. Contact: Matt Kuharic, matt.kuhadc@kingcounty.gov # people! unit Estimating Household Size for Use in Population Estimates (NIA state, 2000 average) Washington State Office of Financial Management Kimpel, T. and Lowe, T. Research Brief No. 47. August 2007 htlp:llwww. otm. wa.govlresea rchbriefslbrief047.pdf Nole: This analysis combines Multi Unit Structures in both large and small units into one category; the average is used in this case although there is likely a difference Re idantial fknorspace per unil 2001 Rsrdwikal Energy Gninsumption SLINey (National Average, 2001) Square footage measurements and comparisons http:flvrww.eia.doe.c�ovtr;maulrecslsgtt-mc;asure.lntml - i•- . _ �, i,.i tfiE, 7 L3a 1u3� ��43, .:fJi�[.'S °_,;. ,,.i .. ix, _J3": r.. %.) k'. ,; vehicl:; related (31 iG en;issio ns Esliniale culuolaWd as rollows (Washington state, 2W6) 56,53I 130.UUO 2006 Anmral WA State Vehicle Miles I raveled Baia was daily VMT. Annual VM't xas 365`daily VMT. http:fhvwvJhtrn 6,395,798 2006 WA state populaflo(i likkp:ffC.luickfaets.cErisus.cgavJc}Fd!ststes15300tJ.f�ttnl t1839 vehicle mites per person per year GrO506 galloir gasolinelmile This is llte weighted nationaf average fuel efficiLncy for all ears and 2 a>;le, 4 wheel light trucks in 200h. This includes picfiup trucks; vans and SUVs. Thy 0,05A y�iilnn5/mile used here is file inverse of the mof'r; crmrn<irily known term "mileslper gallon' (which is '19.7 , tnr these cars anal light trucks) - Tiansponadon Energy Data Bonk. 26th Ldilion, 2006 nmpter4: LightV4hicles and CharactWristic,s Ca€c,ul rtions based on weighted average iVIPG etticieuu} of cats and light tiiicics. http:ficta.our-il.govidataltedb26/Ediiioii26_Ghaptk�r G4 _pdf Note: This iepml states alai in 2005, 92 3°k Of all highway VM-1 were striven by the above described vehicles. ralp:flcta,nrr -,I.govidatalted b26i5preadsheetsfTablc.3_04.xls 24.3 lb5 ('02efyallon gasoline The 002 emissions eatiniutes for gasoline and diesel include the extraction. transport, and refinement of petfoleuM as well as thrais cgmbustiori. Life Cyel(j Ci, till �5uaa Ii 1 ai,ic. r rl;s. FJriEtti�hl. A)]Z. i;lt#, Ii� iir31d kJ oril,v{_c- a t; �,ir��;i .,�i 1� 210i,r, t3-u�C:; 'o._�is:i :i:;nk iz s tuff --[;;; -.�ni .V r.rus.irn;, t�CtDr i r �t].;i', II , (:•'1'� .1,:,3o�,':vis r,,t � it i-1 t !L; ; it_ toim, average lief span or buildings, estimated by rEjdaremenl time niethcd See Energy Emissions Worksheel far Calculations C:ommorcial €loorsf,acu p�:r unit EIA, 2003 Coronwrcial buildings Energy Consumption Survey (National Average. 2003) -fable C3. Consumption and Gross Energy Intensity fear Sum or rviajor Fn4ls for Non -Malt Buildings, 2003 hIlp:hwww-eia,doe_gqu7arn2cilchecslcbecs2liC131d�tailed tahles 2G03f24413sei91`L043exgellc3.xls TV Icing County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TTY 206-296-7217 Web date: 06128/2007 AFFIDAVIT CONCERNING CRITICAL AREAS COMPLIANCE For alternate formats, call 246-296-6669. STATE OF WASHINGTON ) = ) SS COUNTY OF KING ) � APR i; 10 File Number: Application Name: Project Location McCormick Plat 16405 SE Renton -Maple Valley Road, Renton, WA 98058 The undersigned, being first duly sworn on oath deposes and says: 1. That the affiant is competent to be a witness herein; 2. That the affiant is the applicant for the above project; 3. That to the best of the affiant's knowledge the critical areas on the development proposal site have not been illegally altered; and 4. That the affiant has not previously been found to be in violation of critical areas regulations for any property in King County, or alternatively, that if there have been any violations, such violations have been/are being resolved to the satisfaction of King County. A icant signature Date and Place (City and State) I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. AIN FILE, C " Check out the DDES Web site of www.kirtgcaunt,y.gvv/permifs AffidavitCriticalAreasComplianceFORM.doc Ic-aff-sacomp.pdf 06/28/2007 Page I of 1 ri Fling County Road Services Division Department of Transportation 201 South Jaekson Street seattle, WA 98104-3856 TYPE OF CERTIFICATE March 5, 2008 ® ORIGINAL Certificate # 06027 ❑ CONDITIONAL File Number: 08-02-25-01 Expires: March 5, 2009 CERTIFICATE OF TRANSPORTATION CONCURRENCY ❑ Specific conditions are described on the reverse side of this certificate. Pursuant to King County Code, Chapter 14.70 as amended, this certificate confirms that the level of service standard used in the Transportation Coneurrency Management program has been satisfied. IMPORTANT: This certificate does not guarantee a development permit. Other transportation improvements and mitigation will be required to comply with Intersection Standards, Mitigation Payment System, King County road standards, and/or safety needs. 1. Applicant Name and Address: Greg Diener 15445 53rd Ave. S., Ste. 100 Seattle, WA 98188 2. Property Location: a. Property Address: 16405 SE Renton Maple Valley Rd. b. Development Name: c. Parcel Number: 2323059029 3. Type of Development Permit To Be Requested: Formal Plat 4. Proposed Land Use: Single Family Residential 5. Zone Location and Reserved Units: a. Concurrency Zone: 879 Community Planning Area: Soos Creek i_ Commercial Project -Total Square Feet: 0 ii. Multi -family - Number of Units: 0 iii. Single family - Number of Units: 40 6. This Certificate is subject to the following general conditions: a. This Certificate of Concurrency runs with the land and is transferable only to subsequent owners of the same property for the stated development, subject to the terms, conditions and expiration date listed herein. This Certificate of Coneurrency is not transferable to any other property and has no commercial value. This Certificate Expires: March 5, 2009 unless you apply for the development permit described above, prior to that date. If this requirement is not met the King County Department of Transportation reserves the option to cancel your certificate and capacity reservation. When you apply for a development permit with King County's Department of Development and Environmental Services (I)DES), bring this Certificate of Transportation Concurrency as part of the development application package. If you: have any questions, please call (206) 2634759. r-- Linda Dougherty, Director, Road Services Departinent oflYansportation Ding County, Washington LoPP0003 Mar~ 20 2000 8:58AM ;CORMICK HIR CENTER 92406161 hs, 1 Miow;.CormloC AIR Ce IrUEL O MAINTENANCE *AVIONICS TO: FROM: DATE: cog _ Re LLG # CIF PAGES. U If there is any trouble with this transmission, please call 509-248-1660. NOTES: ;.�,��1� V., .- -COPY ly R F C, F V E DD APR 0 2 2808 K.C. D.D.E.S. Flightcenter. 3210 W. Washington Ave., Yakima, WA 95903 - Ph: (509) 248-1680 • Fax: (509) 248-6161 Maintenance: 2108 W. Washington Ave., Yakima, WA 96903 a Ph: (509) 248-1680 - Fax: (509) 249-1-6850 Air Classic: 2008 W. Washington Ave.. Yakima, VVA 98903 Ph: (509) 454-2567 L 003 Mar 29 2009 6:56AM MCC01 :K AIR CENTER 50924 61 p.2'- . x OF kTE. of s'ser� o x+a secretary of state I, Simi REND, -Secretary of State of the State of Washington and custodian of its seal, hereby issue this CERTIFICATE OF FORMATION to VALLEY VIEW MOBILE HOME PARK L.L.C. 4 A Washington Limited Liability Company. An application was filed for record in this office on the date indicated below USI Number: 602 331 544 1,889 -10 Date: September 30, 2003 Given under my hand and the Seal of the state of Washington at Olympia, the State Capital Sam Bleed Secretary of State E v Maw 2� 200� 8s S6F�P� ;CORMICK AIR CENTER 92486161 i FILED AFTAT� CERTIFICATE OF FORMATION OF %!ALLEY 101MA9 UngM1LE UOJLJIE PARK I t 0-. � This CoMfica►te of Formation is made pursuant to RCW 25-15.070. 1. The name of Ala 11mi8ed liability Company is VALLEY VIEW MOBILE HOME PARK L.L.C. 2. The address of the registered o tee cd this limited lathy company Is 222 North Third St. Yakima WA 96001. 3. The name and address of the registered agent of this lif1w liability company Is J. Eric ausWwn at 222 North Third St., Yakima WA 98901. 4. The addresar of the principal place of business of this Ikrdted iiabliity company is 191 M apleway Rd., Belah WA 96942, a. The perdod of existence and the duration off ft life of this limited It011ity corVany shall be perpetual. A 6. This limited liability con"ny Is to be ,managed -by a mianalW appointed by ft members, 7. This Certafa mte of Formation is executed by pert McCwmlck, whose address is 191 Mspkway Rd., S®fah WA 98942. IN WITNESS WHEREOF, the person herefribefore flamed has subscribed this Certificate of For nation this day of , 2003. McCormkk .. STATE OF WASHINGTON ) S8• County of Yakima CEWMATE of FOMAM M - I mftlewwWwo wwW UWaan - LYM Weave 4 MATA"M Pi 171� 1iw Deblfr •_ 2�! Nalh tM"0 iWil �M,Ma WreeY,�eR aw T W"A66- M r=PMx Ba lw f r- Mar" 29 2009 8:56nm MCC01 :K AIR CENTER 50924s 61 9 coa fy that i know or have satisfactory evidence that Robed McCormick signed this instrument and acknoWedged It W be his fte wW voluntary ad for the uses and purposes mentioned In the instrument. DATED this day of , 20M. i i Names - Notary Public in and for the State of Washington, residing at Yakima. My appointment a rm • - - P•,� CERTIFIrATE Of FORMATION - 2 tw+�w.�p Os oimrAFaM vs 4w uw Of* • mm ftm TMW WMA ro. am wo v�+ama. v+�� Corr caKt�3rs,ua p - 4 P,34 �4 Mar 28 2008 9; 56RM s—ZU903 04 S53 PM CCORMICK AIR CENTER 92486161 y�.5 LVONLAW SOV wz�s CONSENT TO SERVE AS REGISTERED AGENT 1, J. Eric Gustafson, hereby consent to serve as registered Agent, In Rhe gate of Washington, for the folloanrlrtp IlMited liability company: VALLEY VIEW MOBILE HOME PARK L.L.C. I understand that, as agent for the limited liability cornparry, it will be my responsibility to receive service d process In the rearm of the I nVied liabllityr company; to forwaml all ffW to the limited liability =mpany; and to immediately notify"office of Rho Secnabn of Mate in the evwt of my resignation. or of any changes In the registered of s address of the limited Ilabft company for which I am agent. date J. Eft Gustafson Registered office address: 222 Noft Third St. Yakima WA 98901.� CEFti1F6C.4►Tg OF FOAMAMON .3 Low or"i 5171WrdVnc=W i k MM M=nm* s WftW%wWcz#s L+M SAND AL QWAFWN PS a you ww Cod - xu ►card, T"rd a fto P.O. Bias rsa �embnw.liYrrl+k�g�an 9idRf7 a Y as-Tzsa --fir-, �.. ..'� _:--.>--ti .... ,._ r..: .7"• ,,. ,: >'_ _<-. ,.,.: r.',.. .�.. - -- - - x--- - -- C tool Amon f + { i �, f whom —is Ito -f \ j s Z Y-,i Ya _� Ki i Y I - S* L:• Ire ���{. �' •r' irk t � F`'�ey<x - :•''� 3�''J4i'i y_ fir, s ��, >� ��,::�<`elr� �n f�I ��, �.;'•xF3�"si5'S x YFs f;s f e; p�.,I, �, *`,. f-vir�.x'"` ,lam � `< Y-•�Ilta•. ir�3Lrtj4f y �'.��,t 7�•?�, � �� �- < �-�_.: w•`A wF�:� �� "s1r+ r'i'•+s• ����y�`.�.�°F ��s. +i'`���-�- ^� --' t.. .. l .r� : � ` , - �. , o- s:_.s r �;:+i+:?�.CffiT:,:G.t.,':t'a�'#i:�iz1�. -{r. 4:�.�'�l�'' �:eiS.Ys:r-�.=t�E?��'r2firs`�i�FvaY�a��c�•i •.e`-.e �`" `v'�' 4 rr�[' yS-'�''�5,q r J - - <F F .s r �{ - ''� i...{Lhs"1'. aY4� ri1,-f5}�se4�r 3��['j��(� r:. �1�TS! r`Ww Is3•f � ?,-£r^Y_ra :f;rf fL �y.r} ,hfsy"-' rE15i.�y,I {F �y +•�R rM�`f�ibi �$C��`�?'��.h'r}-�`u 'S T �'7kf� P. � }..r+F��� )' � so it YA.-��-�'`�fy I 1i�i��%;}�?T'"Ya'�''j If �44 1 1 t . L 'Y - i T �, 1 /Ll } r.t, "e9 iN.F li i ^Y7 �•. " - -.:. I - C� F St kt/ it r l �'• -S y _ /41 .s L f' _T•^'' y` t { r-.i f •t 't '�li �l `4 rsf d k,.. _ .:. i r »-- �} W King Caurty Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TTY 206-296-7217 Web cafe: 1112812007 For alternate formats, call 206-296-6600, Lc(PP000 3 File Number (To be filled in by DOES) PRE LIM.1NARY SUBDIVISION WORKS HEEIf �ELA a ING TO iDENS17Y AND DIMENSIQNS 'f Severai development regulations piny a role in the creation of a subdivision within King County. Determining the allowable density, minimum density, and a fot width on a piece of property can be confusing. This wore<sheet will assist you in correctly applying specific portions of the code and will be used to determine if a proposed subdivision or short subdivision meets the density and dimensions provisions of the King County Zoning Code (Title 21A). This worksheet is designed to assist applicants and does not replace compliance with adopted local, state and federal laws. Pre -application conferences are required prior to submittal of a subdivision or short subdivision. These conferences help to clarify issues and answer questions. They may save you both time and money by eliminating delays resulting from requests for additional information and revisions. You may call 206-296-6600 to find out how to arrange for a pre -application conference. V11orksheet Prepared By: Pacific Engineering Design LLC Date: (Print !Name) Subdivision Name: McCormick Plat Comprehensive Play, Land Use Designation: Zoning: R-12 04/01 /08 If more than one Comprehensive Plan Land Use designation or zone classification exists for the property, show the boundary between the land uses or zones and the area within each on the preliminary plat map. If a single lot is divided by a zone boundary, transferring density across zones on that lot may be permitted subject to the provisions of K.C.C. 21A.12.200. PLEASE COMPLETE ONLY T IE APF'LICAELE PORTIONS OF THIS FORM I. Site area (K.C.C. 21A.06.1172) also sere (K.C.C. 21A.12.080): Site area (in square feet) is the TOTAL horizer,tal area of the project site. 5ubdivDensityrDirnensionCaic;FORN1.doc ic-cal-subden,pd° 1112812CO7 Page 1 ate Calculation: T 32 318,945 Gross horizontal area cf the project site Site area in square feet NOTE: To continue calculations, convert site area in square feet to acres by dividing by 43,560 7,32 Site area in acres NOTE: When caicuiating the site area for parcels in the RA Zone, if the site area should result in a fraction of an acre, the following shall apply: Fractions of .50 or above shall be rounded up to the next whole number and fractions below .50 shall be rounded down. Example: If the site area in acres is 19.5 acres (less the submerged land and less the area that is required to be dedicated on the perimeter of a project site for public right-of-way) the site area can be rounded up to 20 acres. No further rounding is allowed. (See K.C.C. 21A.12.080) II. Base Density (K.C.C. 21A.12.030 - .040 taibies): The base density is determined by the zone designations(s) for the lot. 12 du/acre III. Allowabile ®welling Units and Rounding (K.C.C. 21A.12.070): The base number of dwelling units is calculated by multiplying the site area by the base density in dwelling units per acre (from K.C.C. 21A.12.030 - .040 tables). 7.32 site area in acres (see Section 1_) 88 allowable dwelling units iN base density (see Section il) Except as noted below, when calculations result in a fraction, the fraction is rounded to the nearest whole number as follows: A. Fractions of .50 or above shall be rounded up; and B. Fractions below .50 shall be rounded down. NOTE: For parcels in the RA Zone, no rounding is allowed when calculating the allowable number of dwelling units. For example, if the calculation of the number of dwelling units equaled 2.75, the result would be 2 dwelling units. Rounding up to 3 is not allowed. (See K.C.C. 21A.12.070(E).) IV. Required On -site Recreation Space 21A.14.180): This section must be completed only if the proposal is a residential development if more than four dwelling units in the UR and R zones, stand-alone townhouses in the NB zone on property designated Commercial Outside of Center if more than four units, or any mixed use development if more than flour units. Recreation space must be computed by multiplying the recreation space requirement per unit type by the proposed number of such dwelling units (K.C.C. 21A.14.18G). dote: King County has the discretion to accept a fee in lieu of all or a portion of the required recreation space per K.C.C_ 21A.14.185. Apartments and town houses developed at a uensity greater than eight units per acre, and mixed use must provide recreational space as follows: 90 square feet X 170 square feet X 1 70 square feet X proposed number of studio and one bedroom units proposed number of two bedroom units proposed number of three or more bedroom units -Recreation space requirement - SubdivDensiijDim ensicnCalcFORM. doc Ic-cal-subcen.�cf 11i28/2007 Page 2 of a Rewired On -site Recreation Space Continued Residential subdivisions, townhouses and apartments developed at a density or eight units or less per acre must provide recreational space as follows: 390 square feet X 37 proposed rumber of units Mobile home parks shall provide recreational space as follows: 260 square feet X proposed number of units V. Net Buildable Area (K.C.C. 21 A.0 o.797): 14,430 This section is used for computing minimum density and must be completed only if the site is located in the R-4 through R-48 zones and designated Urban by the King County Comprehensive Plan. The net buildable area is the site area (see Section 1) less the following areas: .70 areas within a project site which are required to be dedicated for public rights -of -way in excess of sixty (60') of width + 2.54 critical areas and their buffers, to the extent they are required by King County to remain undeveloped + 0.48 areas required for above ground stormwater control facilities including, but not limited to, retention/detention ponds, bioRtration swales and setbacks from such ponds and $wales + 0.33 areas required by King County to be dedicated or reserved as on -site recreation areas. Deduct area within stormwater control facility if requesting recreation space credit as allowed by K.C.0 21A.14.180 (see Section IV) + 0 regional utility corridors, and 0 other areas, excluding setbacks; required by King County to remain undeveloped = 4.05 Total reductions Calculation: 318,945 site area in square feet (see Sectionl ) — _ 176,418 Total reductions 142,527 Net buildable area in square feet NOTE: convert site area is square feet to acres by dividing by 43,560 3.27 Net buildable area in acres V1. Minimum Urban Residential Density X.C.C. 21A.12.060): The minimum density requirement applies only to the R-4 through R-48 zones. Minimum density is determined by muitipfying the base density in dwelling units per ac-e (see Section If) by the net buildable area cf the site in acres (see Section V) and then muitipiying the resulting product by the minimum density percentage from the K.C.C. 21A.12.030 table. The minimum density requirements may be phased or waived by King County in certain cases. (See K.C.C. 21A.12.060.) Also, the minimum density requirement does not apply to properties zoned R-4 located within the rural town of Fall City. (See K.C.C. 21A.12.030(3)12.) Calculation: 12 base density in dulac (see Section II) u 3.27 Net buildable area in acres (see Section V) = 39.24 X minimum density % set forth in K.C.C. 21A.12.030 or as adjusted in Section Vll = 33 minimum dwelling units required GubdivDensityDimensicnCalcFORM.dec lc-cai-subden.rdt 11/28/2007 Page 3 ct 6 °/Ii. Minimum Density Adjustments Slopes (K.C.C. 21A.12.087): Residential developments in the R-4, R-6 and R-S zones may modify the minimum density factor in K.C.C. 21A.12.030 based on the weighted average slope of the net buildable area of the site (see Section V). To determine the weighted average slope, a topographic survey is required to calculate the net buildable area(s) within each of the following slope increments and then multiplying the number of square feet in each slope increment by the median slope value of each slope increment as follows: sq. ft 0-5% slope increment X 2.5% median slope value = + sq. ft 5-10% slope increment X 7.5% median slope value = + sq. ft 10-15% slope increment X 12.5% median slope value = + sq. ft 15-20% slope increment X 17.5% median slope value = + sq. ft 20-25% slope increment X 22.5% median slope value = + sq. ft 25-30% slope increment X 27.5% median slope value = + sq. ft 30-35% slope increment X 32.5% median slope value = + sq. ft 35-40% slope increment X 37.5% median slope value = Total square feet in net buildable area + + Total square feet adjusted for slope Calculation: total square feet adjusted for slope divined by total square feet in net buildable area = weighted average slope of net buildable area _ % (Note: multiply by 100 to convert to percent — round up to nearest whole percent) Use the table below to determine the minimum density factor. This density is substituted for the minimum density factor in K.C.C. 21A.12.030 table when calculating the minimum density as shown in Section VI of this worksheet_ Weighted Average Slope of Net Minimum Density Factor i Buildable Area(s) of Site: 0% -- less than 5% 85% 5% -- less than 15% 83%, less 1.5% each 1 % of average slope in excess of 5% 15% -- less than 40% 66%, less 2.0% for each 1 % of average slope in excess of 15% EXAMPLE CALCULATION FOR MINIMUM DENSITY ADJUSTMENTS FOR MODERATE SLOPES: sq. ft 0-5% slope increment X 2.5% median slope value = + 10,000 sq. ft 5-10% slope increment X 7.5,n median slope value = 750 + + 20,000 sq. ft 10-15% slope increment X 12.5% median slope value = 2,500 + + sq. ft 15-20% slope increment X 17.5% median slope value = + + sq. ft 20-25% slope increment X 22.5% median slope value = + + sq. ft 25-30% slope increment X 27.5% median slope value = + + sq. ft 30-35% slope increment X 32.5% median slope value = + + sq. ft. 35-40% slope increment X 37.5 % median slope value = + 30,000 Total square feet 3.250 Total square feet in net buildable area adjusted for slope 3.250 Total square feet adjusted for slope divided by 30,000 Total square feet in net buildable area _ .108333 Weighted average slope of net buildabie area = 11% (Note: multiply by 100 to convert to percent — round up to nearest whole percent) Using the table above, an 11 % weighted average slope of net buildable area falls within the 5% -- less than 15% range which has a minimum density factor of 80%, less 1.5% for each 1 % of average slope in excess of 5%. Since 11 % is 6% above 5%, multiply 6 times 1.5 which would equal 9%. Subtract 9% from 83% fcr an adjusted minimum density factor of 74%. This replaces the minimum density factor in K.C_C. 21A.12.030 table. SuodivDensityDimensionCalcFORM.doc . Ic-cal-subden.pdf 11.128/2007 Page I 3f 6 VHL N1a : rum i]weiling Units .Aftwedi 11; :-0. d. 21 A.12.030 - .040): This section should be completed only if the proposal includes application c: residential density incentives (K.C.C. 21A.34) or transfer of density rights (K.C.C. 21A.37). Maximum density is calculated by adding the bonus or transfer units authorized to the base units calculated in Section III of this worksheet. The maximum density permitted through residential density incentives is 150 percent of the base density (see Section 11) of the underlying zoning of the development or 20C percent of the base density for proposals with 100 percent affordable units. The maximum density permitted through transfer of density rights is 150 percent of the base density (see Section 11) of the underlying zoning of the development. base density in dwe€ling units per acre see {Section 11) X 150% = maximum density in dwelling units per acre X site area in acres = maximum dwelling units allowed utilizing density incentives (K.C.C_ 21A.34) maximum density base density in dwelling units per acre (see Section II) X 200% = maximum density maximum density in dwelling units per acre X site area in acres = maximum dwelling units allowed utilizing density incentives with 100 percent affordable units (K.C.C. 21A_34) base density in dweiling units per acre (see Section 11) X 150% = maximum density in dweiling units per acre ;C site area in acres = maximum dwelling units allowed utilizing density transfers (K.C.C. 21A.37) Calculation: base allowable dweiling Units calculated in Section III bonus units authorized by K.C.C. 21A.34 transfer units authorized by K.C.C. 21A.37 total dweiling units (cannot exceed maximum calculated above) IY. Minimum Lot Area For Construction (K.C.C. 21A.12.100): Except as provided for nonconformances in K.C.C. 21A_32: maximum density A. In the UR and R zones, no construction shall be permitted on a lot that contains an area of less than 2,500 square feet or that does not compiy with the applicable minimum lot width, except for townhouse developments, zero -lot -line subdivisions, or lots created prior to February 2, 1995, in a recorded subdivision cr short subdivision which complied with applicable laws, and; B. In the A, F, or RA Zones: 1. Construction shall not be permitted on a lot containing less than 5,000 square feet; and 2. Construction shall be limited to ore dwelline unit and residential accessory uses for lots containing greater than 5,000 square feet, but less than 12,500 square feet. (K.C.C. 21A.12.100) 5ubdivDensityDimensionCaicFCRM.dec Ic-cal-suboen paf 11/28/2007 page d Dt 6 Lot widths shall be measured by scaling a circle of L-he applicable diameter within the boundaries of the bt as shown below, provided than an access easement small no[ be included within the circle. (See K.C.C. 21A.12.050). Lot Width Circle . ........... Lot Width Measurement CS;ec.r otit the ODES �Iy eb sass at wn w.kingc�ounty.go permits 8ubdivDensityDimensionCalcFCRM.doc lc-caksubden.p& 1 t12812007 Page 8 cf 6 5445 53rd Ave S. Suite 100 Seattle, WA 98188 206.431,7970 Rh 206.388.1648 fax P3-efl un ry Farad Sizing Calculations Prepared For Mr. -Robert McCormick 161 Mapleway Road Selah, WA 98942 Phone: (509) 945-2219 Fax: (509) 248-6161 PreparedBy: Pacific Engineering Design, LLB' 15445 53rd Avenue S., Suite 100 Seattle, WA 98188 Phone: (206) 431-7970 Fax: (206) 388-1648 April 1,2008 _ `-- — PE+ D Job No. 07093 07093.exc KCRTS Program... File Directory., C:\KC_SWDM\KC_DATA\ [C] CREATE a new Time Series ST 7.30 0.00 0.000000 Till Forest 0.00 0.00 0.000000 Till Pasture 0.00 0.00 0.000000 Till Grass 0.00 0.00 0.000000 outwash Forest 0.00 0.00 0.000000 outwash Pasture 0.00 0.00 0.000000 outwash Grass 0.00 0.00 0.000000 wetland 0.00 0.00 0.000000 Impervious pre-dev.tsf T 1.00000 T [T] Enter the Analysis TOOLS Module [P] Compute PEAKS and Flow Frequencies pre-dev.tsf pre-dev.pks [R] RETURN to Previous Menu [C] CREATE a new Time series ST 0.00 0.00 0.000000 Till Forest 0.00 0.00 0.000000 Till Pasture 2.82 0.00 0.000000 Till Grass 0.00 0.00 0.000000 outwash Forest 0.00 0.00 0.000000 outwash Pasture 0.00 0.00 0.000000 outwash Grass 0.00 0.00 0.000000 'Netland 4.48 0.00 0.000000 Impervious dev.tsf T 1.00000 F [T] Enter the Analysis TOOLS Module [P] Compute PEAKS and Flow Frequencies dev.tsf dev.pks [D] Compute Flow DURATION and Exceedence pre-dev.tsf target.dur F F 30 0.127000E-01 0.101500 [R] RETURN to Previous Menu [F] Size a Retention/Detention FACILITY Manual Design POND.rdf 5 Route Time series 0 Return to Main Menu [F] size a Retention/Detention FACILITY Manual Design POND.rdf 5 Route Time series 0 Return to Main Menu [T] Enter the Analysis TOOLS Module [R] RETURN to Previous Menu [F] Size a Retention/Detention FACILITY Manual Design VAULT.rdf Page 1 07093.exc 5 Route Time Series 0 Return to Main Menu [T] Enter the Analysis TOOLS Module [D] Compute FIoW DURATION and EXceedence rdout-vault.tsf target.dur F F 36 0.120000E-01 0.101500 [R] RETURN to Previous Menu [F] Size a Retention/Detention FACILITY Manual Design VAULT.rdf 5 Route Time Series 0 Return to Main Menu [F] size a Retention/Detention FACILITY Manual Design VAULT.rdf 5 Route Time series 0 Return to Main Menu [X] eXit KCRTS Program Page 2 Flow Frequency Analysis Time Series File:pre-dev.tsf Project. Location:Sea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 0.460 0.125 0.341 0.012 0.203 0.354 0.298 0.589 Computed Peaks 2 2/09/01 18:00 7 1/06/02 3:00 4 2/28/03 3:00 8 3/24/04 20:00 6 1/05/05 8:00 3 1/18/06 21:00 5 11/24/06 4:00 1 1/09/08 9:00 -----Flow Frequency Analysis------- - - Peaks - - Rank Return Prob {CFS) Period 0.589 1 100.00 0.990 0.460 2 25.00 0.960 0.354 3 10.00 0.900 0.341 4 5.00 0.800 0.298 5 3.00 0.667 0.203 6 2.00 0.500 0.125 7 1.30 0.231 0.012 8 1.10 0.091 0.546 50.00 0.980 Flow Frequency analysis Time Series File:dev.tsz Project Location:Sea-Tac ---Annual Peak Flow Rates--- -----Flow Frequency Analysis ------- Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 2.14 6 8/27/01 18:00 6.71 1 100.00 0.990 1.53 8 1/05/02 15:00 4.65 2 25.00 0.960 4.65 2 12/08/02 17:15 2.99 3 10.00 0.900 1.72 7 8/23/04 14:30 2.71 4 5.00 0.800 2.71 4 1l/17/04 5:00 2.57 5 3.00 0.667 2.57 5 10/27/05 10:45 2.14 6 2.00 0.500 2.99 3 10/25/06 22:45 1.72 7 1.30 0.231 6.71 1 1/09/08 6:30 1.53 8 1.10 0.091 Computed Peaks 6.02 50.00 0.980 Retention/Detention Facility Type of Facility: Detention, Pond Side Slope: 3.00 H:1V Pond Bottom Length: 5],00 ft Pond Bottom Width: 3.5C ft Pond Bottom Area: 2024. sq. ft Top Area at 1 ft. F3: 15323. sq. ft C.352 acres Effective Storage Depth: 12.00 ft Stage 0 Elevation: C.00 tt Storage volume: 84918. cu. ft 1.951 ac-ft Riser Head: 12.00 -t Riser Diameter: 18.00 inches Number of orifices: 2 Wu11. Read Pipe orifice # Height Diameter D.ischarge Diameter (ft) (in) (CFS) (in) 1 0.00 1.12 0.118 2 8.23 2.70 0.384 6.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation Surf Area (ft) {ft) (cu. ft) {ac-ft) (cfs) (cfs) (sq. ft) 0.00 0.00 G. C.000 0.000 0.00 2023. 0.01 0.01 20. 0.000 0.004 0.00 2029. 0.02 0.02 41, 0.001 0.005 C.00 2035. 0.04 0.04 81. 0.J02 0.006 0.00 2046. 0.05 0.05 102. 0.002 0.007 0.00 2051. 0.06 0.06 122. M03 0.008 0.00 2057. 0.07 0.07 143. 0.003 0.009 0.00 2063. 0.08 0.08 164. 0.004 0.010 0.00 2068. 0.09 0.09 184. 0.004 0.010 0.00 2074. 0.30 0.30 632. 0.015 0.019 0.00 2193. 0.50 0.50 1083. 0.025 0.024 0.00 2310. 0.70 0.70 1557. 0.036 0.029 0.00 2430. 0.91 0.91 2080. 0.048 0.032 0.00 2558. 1.11 1.11 2604. 0.060 0.036 0.00 2684. 1.31 1.31 3154. O.C72 0.039 0.00 2812. 1.52 1,32 3759. 0.086 0.042 0.00 2950. 1.72 1.72 4362. 0.100 0.045 0.00 3085. 1.92 1.92 4993. 7.115 0.047 0.00 3222. 2.13 2.13 5685. 0.''31 0.05C 0.00 3369. 2.33 2.33 6373. 0.146 0.052 0.00 3512. 2.53 2.53 7090. 0.163 0.054 0.00 3658. 2.74 2.74 7875, C.181 0.056 0.00 3814. 2.94 2.94 8653. 0.199 0.058 0.00 3966. 3.14 3.14 9461. 0,217 0.060 0.00 4121. 3.35 3.35 10344. 0.237 0.062 0.00 4287. 3.55 3.55 11217. C.258 0.064 0.00 4447. 3.75 3.75 12123. 0.218 0.066 0.00 4611. 3.96 3.96 13110. 0.301 0.068 0.00 4786. 4.16 4.16 140E . �).323 0.069 0.00 4955. 4.36 4.36 15092. 0.346 0.071 0.00 3128. 4.57 4.57 16188, 0.372 0.073 6.00 5312. 4.77 4.77 17268, C.396 0.074 0.00 5490. 4.97 4.97 18384. 0.422 0.076 0.00 5671. 5.18 5.18 19596. 0.450 0.077 0.00 5864, 5.38 5.38 20787, 0.477 0.079 0.00 6051. 5.58 5.58 2201F. 0.505 0.080 0.00 6241. 5.79 5.19 23348. 0.536 0.082 0.00 6444. 5.99 5.99 24657. 0.566 0.083 0.00 6640. 6.20 6.20 26073. 0.599 0.085 0.00 6848. 6.40 6.40 27463. 0.630 0.086 0.00 7050. 6.60 6.60 28893. 0.663 0.087 0.00 7255. 6.81 6.81 30439. 0.699 0.089 0.00 7473. 7.01 7.01 31955. 0.734 0.090 0.00 7683. 7.21 7.21 33513. 0.769 0.091 0.00 7896. 7.42 7.42 35195. 0.808 0.093 0.00 8124. 7.62 7.62 36841. 0.846 0.094 0.00 8343. 7.82 7.82 38532. 0.885 0.095 0.00 8565. 8.C3 8.03 40356. 0.926 0.096 0.00 8801. 8.23 8.23 42139. 0.967 0.098 0.00 9030. 8.26 8.26 42410. 0.974 0.100 0.00 9064. 8.29 8.29 42682. 0.980 0.105 0.00 9099. 8.31 8.31 42865. 0.984 0.115 0.00 9122. 8.34 8.34 43139. 0.990 0.12B 0.00 9156. 8.37 8.37 43414. 0.997 C.144 ().CO 9191. 8.40 8.40 43690. 1.003 0.163 0.00 9226. 8.43 8.43 43968. 1.009 0.186 0.00 9260. 8.45 8.45 44153. 1.014 0.193 0.00 9284, 8.48 8.48 44432. 1.020 0.199 0.00 9319, 8.69 8.69 46415. 1.066 0.234 0.00 9565. 8.89 8.89 48351. 1.110 0.262 0.00 9803. 9.09 9.09 50336. 1.156 0.286 0.00 10043. 9.30 9.30 52472. 1.205 0.308 0.00 10299. 9.50 9,50 54556. 1.252 0.328 0.00 10545. 9.70 9.70 56690. 1.301 0.346 0.00 10794. 9.91 9.91 58985. 1.354 0.363 0.00 11059. 10.11 10.11 61222. 1.405 0.379 0.00 11314. 10.31 10.31 63510. 1.458 0.395 0.00 11572. 10.52 10.52 65969. 1.514 0.409 0.00 11846. 10.72 10.72 68365. 1.569 0.423 0.00 12110. 10.92 10.92 70814. 1.626 0.437 0.00 12377. 11.13 11.13 '13442. 1.686 0.450 0.00 12660. 11.33 11.33 76002. 1.745 0.463 0.00 12933. 11.53 11.53 78616. 1.805 0.475 0.00 13209. 11.74 11.74 81420. 1.869 0.487 0.00 13501. 11.94 11.94 84149. 1.932 0.498 0.00 13782. 12.00 12.00 84978. 1.951 0.502 0.00 13868. 12.10 12.10 86372. 1.983 0.969 0.00 14010. 12.20 12.20 87780. 2.015 1.820 0.00 14153. 12.30 12.30 89202. 2.048 2.920 0.00 14296. 12.40 12.40 90639. 2.081 4.22C 0.00 14441. 12.50 12.50 92091. 2.1.14 5.690 0.00 14586. 12.60 12.60 93557, 2.148 7.130 0.00 14732. 12.70 12.70 95037. 2.182 7.660 C.00 14878. 12.80 12.80 96532. 2.216 8.160 0.00 15026. 12.90 12.90 98042. 2.251 8.620 0.00 15174. 13.00 13.00 99567. ?.286 9.060 0.00 15323. 13.10 13.10 101107. 2.321 9.480 0.00 15472. 13.20 13.20 10266"--. ;.357 9.890 0.00 15622. 13.30 13.30 104231, 2.393 10.270 0.00 15773. 13.40 13.40 105816. 2- 429 10.640 0.00 15925. 13.50 13.50 10741.6. 2.466 11.000 0.00 16077. 13.60 13.60 109031. 2.503 1.1.350 0.00 16230. 13.70 13.70 110662. 2.540 11.680 0.00 163B4. 13.80 13.80 112308, 2.578 12.010 0.00 16538. Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu-Ft) (Ac,-Ft) 1 6.71 ******* 0.63 12.03 12.03 85363. 1.960 2 2.14 0.46 0.46 11.23 11.23 74746. 1.716 3 2.99 ******* 0.41 10.55 10.55 66328. 1.523 4 4.65 ******* 0.37 10.05 10.05 60523. 1.389 5 2.57 ******* 0.34 9.61 9.61 55710. 1.279 6 2.71 ******* 0.21 8.55 8.55 45094. 1.035 7 1.53 ******* 0.13 8.35 0.35 43248. 0.993 8 1.72 ******* 0.09 6.86 6.86 30848. 0.708 ------------------------------------- Route Time Series through Facility Inflow Time Series File:dev.ts- Outflow Time Series File:rdout-POND Inflow/Outflow Analysis Peak Inflow Discharge: 6.71 CFS at 6:30 cn Jan 9 in Year 8 Peak Outflow Discharge: 0.631 CFS at 11:15 on Jan 9 in Year 8 Peak Reservoir Stage: 12.03 Ft Peak Reservoir Elev: -2.03 z't Peak Reservoir Storage: 85363. Cu-Ft 1.960 Ac-Ft Flow Duration from Time Series c'ile:rdout-pond.tsf Cutoff Count Frequency CDF Exceedence Probability CFS % % o v 0.007 141730 57.783 57.783 42.217 0.422E+00 0.019 14497 5.910 63.693 36.307 0.363E-f-00 0.032 17165 6.998 70.69-1 29.309 0.293E+00 0.095 16182 6.597 77.289 22.711 0.227E+00 0.058 17637 7.191 84.479 15.521 0.155E+00 0.071 16283 6.639 91.118 8.882 0.888E-01 0.084 9246 3.770 94.887 5.113 0.511E-01 0.096 9194 3.748 98.63E 1.364 0.136E-01 0.109 1445 0.589 99.225 0.775 0.775E-02 0.122 155 0.063 99.288 0.712 0.712E-02 0.135 178 0.073 99.36t 0.639 0.639E-02 0.148 135 0.055 99.41E 0.584 0.584E--02 0.160 91 0.037 99.453 0.547 0.547E-02 0.173 81 0.033 99.486 0.514 0.514E-02 0.186 54 0.022 99.508 0.492 0.492E-02 0.199 134 0.055 99.563 0.437 0.437E-02 0.212 130 0.053 99.616 0.384 0.384E-02 0.225 82 0.033 99.649 0.351 0.351E-02 0.237 81 0.033 99.682 0.318 0.318E-02 0.250 62 0.025 99.rC? 0.293 0.293E-02 0.263 54 0.022 99.729 C.271 0,211E-02 0.276 54 0.022 99.751 0.249 0.249E-02 0.289 52 C.021 99.773 0.227 0.227E-02 0.302 63 0.C26 99.798 0.202 0.202E-02 0.314 80 0.033 99.831 0.169 0.169E-02 0.327 70 0.029 99.859 0.141 0.141E--02 0.340 61 0.025 99.884 0.116 0.116E-02 0.353 31 0.013 99.897 0.103 0.103E-02 0.366 38 0.015 99.912 0.088 0.877E-03 0.379 55 0.022 99.935 0.065 0.652E-03 0.391 46 C.019 99.954 0.046 0.465E-03 0.404 29 0.012 99.965 0.035 0.347E-03 0.417 27 0.011 99.976 0.024 0.236E-03 0.430 14 0.006 99.982 0.018 0.179E--03 0.443 19 0.008 99,990 0.010 0.102E-03 0.456 20 0.008 99.998 C.002 0.204E-04 Discharge Volume Discharge Volume .from Time Series rdout-pond.tsf between 10/01/00 00:00 and 10/30/00 23:59 112551. Cu-Ft or 2.584 Ac-Ft in 30.0 days Flow Frequency Analysis Time Series File:rdout-pond.tsr Project Location:5ea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 0.460 2 2/09/01 18:30 0.114 7 12/29/01 8:30 0.364 4 3/06/03 19:15 0.106 8 8/26/04 4:45 0.223 6 1/05/05 13:00 0.354 5 1/18/06 20:30 0.413 3 11/24/06 5:30 2.14 1 1/09/08 9:30 Computed Peaks -----Flow Frequency Analysis------- - - Peaks - Rank Return Prob I. ,- ( tt ) Period 2.14 12.23 1 100.00 0.990 C.460 12.00 2 25.00 0.960 0.413 11.26 3 10.00 0.900 0.364 10.59 4 5.00 0.800 0.354 10.47 5 3.00 0.667 0.223 9.31 6 2.00 0.500 0.114 8.52 7 1.30 0.231 C.i06 7.37 8 1.10 0.091 1.58 12.18 50.00 0.980 F�euRE ffl-Z RUMFAu Rs wwS AND SCALE FACTORS ST 1.1 ST 1.1 HalnfaH Regions and eg'=W ScWe Factors = incorporated Area ..a::) River/Lake Major Road S7 TX ST 1.0/ LA fl_R LA 1.0 LA0.9 LA1.0 LA1.2 .. veH ONoi.ieH GnuH tv ®��y{p� pg��q[pHrod7 f�81iV®SYailU G UT-4 0- KCRTS User's Guide December 15, 1995 I K71 IC- COUINI L Y AREA, WAS-11I1NT07 01'4 (RE NTON QUADRANGLE) 1 680000 FEET 1122007'30" �- iaa oaa FEET 27`30" are 0 to 1 percent. The annual precipitFt ion -s 35 to 55 inches, and the mean annual air temperature is about 50° F. The frost -free season is aiaout 190 days. Elevations -range from 10 to 650 ;ect. In a representative profile, the soil is domi- nantly mottled dark grayish -brown and grayish -brown silty clay loam to a depth of about 45 inches. 7,1e substratum is gray silty clay that extends to a depth of 60 inches or more. Puget soils are used for row crops and pasture. Puget silty clay loam (Pu).---Puget soils are in nearly round or elongated tracts that range from 3 to 110 acres in size. Slopes are less than 1 per- cent. Representative profile of Puget silty clay loam, in pasture, 800 feet east of the west quarter corner of sec. 21, T. 25 N., R. 7 E.: All--O to 1 inch, very dark grayish -brown (2.5Y 3/2) silt loam, grayish brown (10YR 5/2) dry; mod- erate, thin, platy structure; hard, firm, slightly sticky, slightly plastic, many roots; medium acid; abrupt, smooth boundary. 1 to 2 inches thick. Al2--1 to 7 inches, dark grayish -brown (2.5Y 4/2) silty clay loam, light gray (SY 7/2) dry; common, fine, prominent, dark -brown (7.5YR 4/4) mottles; moderate, very coarse, prismatic structure; hard, firm, sticky, plastic; many mots; medium acid; clear, smooth boundary. 5 to 7 inches thick. B21g--7 to 17 inches, dark grayish -brown (2.5Y 4/2) silty clay loam, light gray (2.5Y 7/2) dry; common, medium, prominent, strong -brown (7.5YR 5/6, 5/8) mottles, moderate, mediiim, prismatic structure; hard, firm, sticky, plastic; many roots; slightly acid; clear, smooth boundary. 5 to 12 inches thick. B22g--17 to 25 inches, grayish -brown (2.5Y 5/2) silty clay loam, light olive gray (5Y 6/2) dry; many, medium, prominent, yellowish -red (5YR 5/8, 4/8) mottles; strong, very coarse, pris- matic structure; very hard, firm, sticky, plastic; common roots; slightly acid; abrupt, smooth boundary. 6 to 12 inches thick. B23g--25 to 26 1/2 inches, dark -gray (5Y 4/1) medium sand, light grayish brown (2.5Y 6/2) dry; few, medium, prominent, yellowish -red (5YR 5/8) mottles; single grain; loose, nonsticky, non - plastic; few roots; slightly acid; abrupt, smooth boundary. 1 to 2 inches thick. B24g--26 1/2 to 31 inches, grayish -brown (2.5Y 5/2) silty clay loam, light gray (5Y 7/2) dry; many, medium, prominent, yellowish -brown (�OYR 3/6) mottles; moderate, medium, angular blocky structure; hard, firm, sticky, plastic; few mots; medium acid; abrupt, wavy boundary. 3 to 6 inches thick. B2Sg--31 to 40 inches, grayish -brown (2.5Y 5/2) silty clay loam, light gray (SY 7/1) dry; com- mon, fine, prominent, yellow, brownish -yellow (10YR 7/6, 6/6), and strong -brown (7.5YR 5/8) 24 mottles; strong, very coarse; prismatic struc- ture; hard, firm, sticky, plastic; _Few roots; medium acid; clear, smooth boundary. 8 to 10 inches thick. Clg--40 to 45 inches, greenish -gray (5GY 5/1) silty clay loam, light gray (SY 7/1) dry; common, fine, prominent, strong --brown (7.5YR 5/6) mottles; massive; hard, firm, sticky, plastic; medium acid; clear, smooth boundary. 4 to 6 inches thick. C2g--45 to 60 inches, gray (5Y 5/1) silty clay, light gray (5Y 7/1) dry; few, medium, promi- nent, yellowish -red (5YR 4/8, 5/8) mottles, yellowish brown (10YR 5/8) dry; and common, medium, distinct, light olive -brown (2.5Y 5/4) mottles, light yellowish brown (2.5Y 6/4) dry; massive; very hard, firm, sticky, plastic; medium acid. The A horizon ranges from silty clay loam to silt loam. The B horizon is dominantly silty clay loam stratified with silt loam, silty clay, and fine sand. Some areas mapped are up to 10 percent inclusions of Woodinville and Snohomish soils. Permeability is slow. The seasonal high water table is at or near the surface. In drained areas, roots penetrate with difficulty to a depth of 60 inches or more. In undrained areas the effective rooting depth is restricted. The available water capacity is high. Runoff is slaw to ponded, and the erosion hazard is slight. Stream overflow is a se- vere hazard. This soil is used for row crops and pasture. Capability unit IIIw-2; woodland group 3w2. Puyallup Series The Puyallup series is made up of well -drained soils that formed in alluvium, under grass, hard- woods, and conifers. These soils are on the natural levees adjacent to streams in the river valleys. Slopes are 0 to 2 percent. The annual precipitation is 35 to 60 inches, and the mean annual air temper- ature is about 50° F. The frost -free season ranges from 160 to 200 days. Elevation ranges from 20 to 500 feet. In a representative profile, very dark grayish - brown and dark grayish -brown fine sandy loam and very fine sandy loam extend to a depth of about 34 inches. The substratum, at a depth of 60 .inches or more, is very dark grayish -brown, dark grayish - brawn, and dark -brown medium sand, loamy sand, and sand. Puyallup soils are -used mostly for row crops and pasture. They are among the soils that are well suited to farming. Urban development is occurring in many areas. Puyallup fine sandy loam (Py).--This nearly level soil is on natural levees in the valley bottoms. Areas are long and narrow or somewhat rounded and aailge from 2 to aboui 50 acres in size. slopes ar.e less than 2 percent and are slightly convex. Representative profile of Puyallup fine sandy loam, in pasture, 1,036 feet east and 1,000 feed. north of center of sec. 21, T. 21 N „ R. 5 E.: All--O to 8 inches, very dark grayish --brown (N YR 3/2) fine sandy loam, brown (10YR 3/3) dry; - weak, fine, granular structure; soft, very friable, nonsticky, nonplastic; many roots; neutral; clear, smooth boundary. 6 to 10 inches thick. Al2--8 to 14 inches, very dark grayish -brown (1CYR 3/2) very fine sandy loam, brown (10YR 5/3) dry; moderate, medium and coarse, granular structure; soft, very friable, slightly sticky, slightly plastic; many roots; neutral; abrupt, smooth boundary. 4 to 8 inches thick. C1--14 to 34 inches, dark grayish -brown (10YR 4/2) very fine sandy loam, brown (10YR 5/3) dry; weak, medium, platy structure; slightly hard, very friable, slightly sticky, slightly plas- tic; many roots; slightly acid; abrupt, wavy boundary. 18 to 24 inches thick. C2- 34 to 45 inches, very dark grayish -brown and dark grayish -brown (10YR 4/2 and 3/2) medi.um sand, grayish brown (10YR 5/2) dry; single grain; loose, nonsticky, nonplastic; plentiful roots; neutral; gradual, smooth boundary. 9 to 13 inches thick. C3--45 to 51 inches, dark -brown (10YR 3/3) loamy sand, brown (lOYR 5/3) dry; massive; soft, very friable, nonsticky, nonplastic; few roots; slightly acid. 4 to 7 inches thick. C4--51 to 60 inches, dark grayish -brown (2.5Y 4/2) sand, dark gray and gray (10YR 4/1 and 6/1) dry; single grain; loose, nonsticky, nonplas- tic; few roots; neutral. The A horizon ranges from very dark grayish brown to very dark brown and from fine sandy loam to very fine sandy loam and silt loam. The C horizon ranges from very dark grayish brown to olive brown. The upper part of the C horizon is dominantly very fine sandy loam. Commonly layers of sand, fine sand, and loamy fine sand are in the lower part of the C horizon. Mottles occur below a depth of 30 to 40 inches in places. Some areas are up. to 15 percent inclusions of Briscot,.Newberg, Nooksack, Oridia, and Renton soils; and some are up to 10 percent the poorly drained Woodinville and Puget soils. Permeability is moderately rapid. The effective rooting depth is 60 inches or more. The seasonal water table is at a depth of 4 to 5 feet. Available water capacity is moderately high. Runoff is slow, and the erosion hazard is slight. Stream overflow is a slight to severe hazard, depending on the amount of flood protection provided. This soil is used for row crops and pasture and for urban development. Capability unit IIw-1; wood- land group 2ol. Ragnar Series The Ragnar series is made up of well -drained, gently sloping to strongly rolling soils on dissec- ted glacial outwash terraces. The vegetation is mostly conifers. Slopes are 2 to 25 percent. .-The_ an�rue} precip'itati'an is 35 to b5 inches, and the mean._annual -air temperature is­about..SD° F.- -The frost -free season is 150 to 210 days. Elevation ranges from 300 to 1,000 feet. In a representative profile, very dark grayish - brown, dark yellowish -brown, and yellowish -brown Fine sandy loam extends to a depth of about 27 inches. The substratum is olive -brown loamy sand. it extends to a depth of 60 inches or more. Ragnar soils are used for timber and for urban development. Ragnar fine sandy loam, 6 to 15 percent slopes (RaC).--This undulating to rolling soil is on glacial terraces. It is in irregularly shaped tracts that range from 5 to more than 300 acres in size. Representative profile of Ragnar fine sandy loam, 6 to 15 percent slopes, in forest, 300 feet north and 230 feet east of the center of sec. 3, T. 21 N., R. 5 E.: 01--1 1/2 inches to 0, black (10YR 2/1) leaves and twigs; abundant roots; abrupt, smooth bound- ary. I to 2 inches thick. AI--O to 4 inches, very dark grayish -brown (10YR 3/2) and very dark -gray (10YR 3/1) fine sandy loam, grayish brown (10YR 5/2) dry; massive; slightly hard, very friable, nonsticky, non - plastic; many roots; medium acid; abrupt, wavy boundary. 3 to 9 inches thick. B21-4 to 17 inches, dark yellowish -brown (10YR 4/4) and yellowish -brown (lOYR 5/6) fine sandy loam, brown (IOYR 5/3) dry; massive; slightly hard, very friable, nonsticky, nonplastic; many roots; medium acid; clear, smooth boundary. 5 to 13 inches thick. B22--17 to 27 inches, yellowish -brown (10YR 5/4) fine sandy loam, brown (IOYR 5/3) dry; massive; slightly hard, very friable, nonsticky, non - plastic; common roots; medium acid; clear, smooth boundary. 6 to 12 inches thick. I1C--27 to 60 inches, olive -brown (2.5Y 4/4) loamy sand, yellowish brown (IOYR 5/4) dry; massive; soft, very friable, nonsticky, nonplastic; very few roots; medium acid. Material similar to this horizon extends downward many feet and has numerous, very thick silty layers. The A horizon ranges from black to very dark grayish brown. The 8 horizon is sandy loam and fine sandy loam that is dark yellowish brown to brown. The IIC horizon, below a depth of 20 inches, is very dark grayish brown to alive brown. Lenses of loam and silt loam occur below a depth of 36 to 40 inches in many places. Any one horizon can be as much as 15 percent gravel. 25 RIEAMNe A 7m- Srtpma ALIE �E LPL E) TABLE M-1 EQUIVALENCE SOIL TYPES CLABSIFEED BY UA SOIL. CoNsFiRvAnom F)Er m2.,A lD KiNa CoumTy RUNOFF TIME �9ERIES SCS WE Type SCS Hydrologic Sell you KCRTS Soil Group Notes Alderwood(A B, A C, AgD)- C Till Arents, Alderwood Material (AmE,AmQ C Till Arents, Everett Material A) B Outwash 1 Beausite (BeC, Bel), BeF C Till 2 Bellin h D Till 3 Briscot r D Till 3 Buckley {Bu) D Till 4 Earhnont a D Till 3 Ed ewicl€ Ed C Till 3 Everett EvB, EvC, EvD, EwC) AB Outwash 1 Indianola InC, InA, InD A Outwash 1 Kitsa B, K C,1 D C Till Klaus(KsC) C Outwash I Neiltan e A Outwash 1 Newber QNQ B Till 3 Nooksack (Nk C Till 3 E Norma o D Till 3 Orcas Or D Wetland Oridia Os D Till 3 Ovall (OvQ OvD, Ov C Till 2 Pilchuck c C Till 3 Pu et Pu) D Till 3 Puyallup ( P B Till 3 Ragnar RaC, RaD, RaC, RaE) B Outwash 1 Renton Re D Till 3 Salal (Sa) C Till 3 Sarnman ish Sh D Till 3 Seattle Sk D Wetland Shalcar Sm D Till 3 Si Sn C Till 3 Snohomish So, fir) - D Till 3 Sultan Su C Till 3 Tukwila Tu D Till 3 Woodinville Wv D Till 3 Ivey to Notes: 1. Whcre outwash soils are saturated or underlain at shallow depth (<5 feet) by glacial till, they should be treated as till soils. 2- These are bedrock soils, but calibration of HSPF (Hydrological Simulation Program —Fortran) by King County Surface Water Management shows bedrock soils to have similar hydrologic response to [ till soils. 3. These are alluvial soils, some of which are underlain by glacial till or have a seasonally high water table. In the absence of detailed study, these soils should be treated as till soils. 4. Buckley soils are formed on the low nemeability Osceola mudflow. hydrologic response is assumed k to be similar to that for till soils. December 15, 1995 KCRTS User's Guide M-5 --Sewall Wetland Consuttina -Inc. MCCORMICK PLAT KING COUNTY CRITICAL AREAS REPORT �''pffi Pi i i, : d For; 16titcr( -NIL,( ormick 10i )L"Jillway Road Stlii!l. ��.IN[llllgton 99942 'vlavch 31, 2008 lobl:,AKA06 1101 W MoAcrSticer Sllitc(' Fax 2�3-KK'47Q' Kcw WA 9W12 qr, 1 1.0 INTRODUCTION Sewaii Weiland Consulting, Inc. 1(XI W.Nkt I . . r.. . �•• PLAT .. m ,v4�i 0R7vi«!!,K rLA 1 KING COUNT C:RITIC':iI AREAS RLPOR"T This report describes jurisdictional ,%c lan:k on the I 1.51acre proposed McCormick flat located on the somh We of SR 16Q in urimcoi-pomted King County Washingion (the site i. 5necificallr. the Site corlsl- , 01';V! I1,'c:2u1ar shared Parcel in a portion of the M- (lt Ott tll)1] I' I(,-riship 23 Noi,-. l I'.'ast, as Weil as a por ion ot, tile S% I t kit Section �4. I o14ns131p 21 North, Raqv an 4 of the Willan-idte Meridian ill Unincorporated Wnp County. Wahi}Iyw, i1C('or'mic'k' 4w40(,, Sewall li p eland ( 'r,rrSrilrr w. Im March 1. 20Na' I1C lhre The site consists of an existing inol)i4' ht m,- bark on the north end of -the site borderML, Sit 169 A C'at",ory 3 wetland boidt2I, ilia cast side of the mobile home lklrk. Just west of the mobile home part: is an area ol' imin,)ture deciduous forest as well as a C"ateuory wetland and 'l'vpe N stream. The south side of the site consists of a long, narrow rawinc eontamiriLl the l VFW lv stream preL iousdL m nttoned f his area is generally urweveloped with tile; eXCeptIon of a vehicle su)r,wo ,)r ;l. a gravel road and a well Site. The site is proposed to be subdivided into '/single family residential Lots. 2.0 M F 1MOD01.OGN Ed Scwall and Ttwnva Smith ol'SC1LLill Iilc marked the wetland edge: on -site in ,lanuaTf and March 'Ilex Sc,ti ctrlOP, w;ere identiliccE ttsirtl. tll " illcd attd I I:L ISed I'(1111oF1 of tilt; Al![mell8oil Color Charts i Kol Irnor rt i Inslr(jr,!, I` 1900). I Ile �NellantE Oil site �,4rts Irlenlltic(I uslnt, nicthodcrlop dc"crlhol to lE tt rl .'r=lrf;lr)r� .S'twe Pf!rfrrrrdx :1lrelmul (`1 ,NI)()l., 11are'11 lc)t)71 1'h1s Iti th I. 'crf!L currwnilti rcco.r.nl�.e+.i h\ Kim, Coulm and the 1,'1?11lT1atlMI,, and delinL,ltic,n� hi LLetl,ttt,s ,ilea Idcnttlwd cons l:;nds 11w 1114E1t,Liolot.,� dc-:,,'riheel lu tltc Cori),,, Ilc�rlxrl�lly l)f'{re;t'irl>'tr_t �r11lrfll Il'r11lI'i)rllllt r114t1 l al�ttit',tt(,r1, 198" ;. ns rCtiUrred b" the t is AF-11)L ['))l All nt ikt,d LL1th lam ,titre nwilhcrcl scyu.. >,1ta 1)(11]Its LLc!C MWkCis ti%J111 i111I. ~Lire llaps m anti bl ick stnil , 1 :: and wcic lahcicd I)P:! {sec Mijcllc(i I';1Ctttt; l'Il��tnl`.erin�[ hiirTl I l ale jt,l.t'{r(rl lrr3r f(1fi' i1 L'llrrflll.� Ill. ,. and I )c'Imc'cl iim APtlllrl.li and the (al1,J).w of O'c'ilurr A 0,111walwo ;1 r. , . i o"h reCllirrCS the Us L: lei tl)e IhrCc-l)itranl(rtLT approach In idcntit"Ling, and dchne:,itilL, A wetland s}lc)uid supl)ort �1 predominance of hvdre)phyttc w.c"t,; ,,.,11 i-x, c livdric sc)ils Lind display wctlar)(l I]�clrc)loL"% t () be collSIOCT- O 11,'Llrl,l)i1v1), kl''.T tilt Ik)rl, oNt2r a� 111 tllC LIM111naill spck:w's in an area must have an indicator staid' 01 t,lcetltative ( l A('), facultative wwwlland (1•AUW'), or oblig,a(c wvetland (()131) ,=,e l,rdln to the National List of plant 4pectes i hat t )cctrr in WC1.1ands Northwest (Kc:'ll,1r " Pl'cd, 1998). A hvdric tit}il is "a soil that is saturated. flooded. or portdcd lone ,.1i11itty the grtrE lig 5eastm to dewwlup ill lN.,I ULIII I! Ut1t.1 VIAILIliA qILilE Ll�lll.lULVLJk I L',li. I Um by soils \vtth low chrontas 12 or le,, J,: L.i z�.:!' nir)ed b1, u;in�', the 'Aunsel I Soil Color ('harts: iron or'ide: T110ttlis: hvdre)L,. n i I I id., I. dor and crihcr indicators (;enerallL-_ wctland hwdroloav is defined bV MUI-diii 1011. 01 saturation to the surface tnr a conseculive period of 1 _'f.5g,;fi or Lrre.ater of the ; 1t)cv 1n��� ���,at)n. Arcas that contzim rndic:atorw of a:ntl ST Tart ti l;itrl\tl�tn' tu.t �>l;l'�.}1 1(3.�._t ' C"_ „1 1I _ 1+1'l�15;1e1a C/..q��.lil 91T.-rN �Yt' f,l Yr r„_ _.'171 O . _ .. _ _.. .... _ _ .. _.. ... .. - wedands depending upon other indicx; :, Meld indicators int:lude vtsUal observation of cull inundation, saturation, oxidizcd ,hi./.osl)hLres, water marks on trees or other fixed ?tf Comi(h ,4X-lfit, 1"wclti li + rland r 'rjn•,irhing. Int lire 3 ol�jc etw. driiZ lines, (t�. Under ncirrn.,l (11((tNl�tat7ccs- indicators ofall three parameters ZviI1 be present in %vctland areas. 3.0 OBSERVATIONS 3.1 Evistrng Site Documentation Prior to v1slujig the site: it review of �.iai Natural resnLtrcc inventory snaps was conducted. Resources rcvic>. ed include ,d Oic Kind t'ounttS(>'ils Survcv. Kinw Count4 i.Map �whslte with Scnll ive areas ' I .'J',,(('I1\ated, a critical areas re%ii:w letter From I3111 Kershke, King, County l �colouist in !o the site:. and the National Wetl:` UdS Inventory 3,1.1 Soil ,Surs,ev At`e'clrclkll;? iti tll� ti(yil ;ur\c\ I~Ir, j, ;,III•. '1r; s, IA�,ts}lili!It(tirl (tin\dCr tt al 1()7.�1. illc tiist, 1 r�ial�ll(:tl I, c(intainlrl+� .11el( ,.;1;,,: li:j,_rll\ lo.- nt veils IA,-(' &Ak1- 1 Finc �ilN(l1 icimll i 1'l I. allU illt\t_(1 Atli(%',! !,I 1:_ 1? :llc:t'I11(YtY(1 :(Yll� tilt: 111(Yil.'r:ilt i\' 11't_",i di -lnk;d -,o0s 1'11%'tll(11) IHI �afltlV '!�.�.:1� 1cll,ir,tillCil 1()�llll !'()11l1CCl I!l'!! [AIitrll Mi\cd ailm %il lids(: C'(lllwI�t� (lI :i + I ,•,1'1M Iai �-Ol • riu11;_'111.t Illllll �lllld to '!it\ ClLn lol ml; Dr'urmt''(' 111 these solk r<3r ',. lwxc •'.Lll clrmllcd to N`':I 11t7(1m dlaill'2d None of dic"c sulk 1s wp(:Cihcalk 11stt2d 11ti .: '1 i(. (ill (lccordin,, to tllt.' publication . . r. Irl1 u,l 1 . 11. "f r. it ,i it •I�I�rL�l,.. fi �rl •-t•l'Vll.IT �1 � king Cutinty Arno, Wnshinr([nn (WA633) slop kI.,I +Iup ilaii\nrn.• Alms in Ifni.lit of `. y1nA>I It{VI A{li r,l. of tilt, 1Ile A,lc•( 'ru rrrrc A . h-i rrr, 1Clvedl 6f el urrcd Im . ai h 31, 'r}!rN Page d 3.1.2 :Vatic nal Wetlands Inremor"r• According-, to the National Wetlands InN cniory for the site, no wetlands are lmatevd on the .�cllrnr.�. #. ,'� lilt'i'11Frtr'1'1)1�1r� 3.1. 3 i►big 1 olio No v tlands are depicted on or miluii >! the site en the KIn�-, County Sensrte%e onllno Iman'Air nhnttT l hc tiltt' iv MI rlll[+1'l S IP(f ti Ttr,'Inl King Counly lrllup ail. cr TU 01THeo, Mi•Corinick- 'AX-10d Sewall Weiland Consulting, Inc. March 31, 2008 1'aKe S 3.1.4 King County Pre -application 06PQ171 In a letter (attached) from King County biologist for an informal pre -application meeting for the site regarding critical areas, a 'I'vpe N stream was noted as being, present on the site. 3.2 Field Observations 3.2.1 Uplaa i'he site consists of a long narrow section with a ravine on the south, connected to an irregular shaped area on the north bordering SR 169. The high point on the site is at the south end of the site with a low point at the northwest corner next to SR 169, As previously described, the site contains a mobile home park on the northeast side of the 51tw. This urtiu Ci3iiinuia [}4Gd Lliiu iq'v+:.1 iv&us, uii awA l,U IG[►NII (1i4QJ, iiuiii%rvii5 liivvisll. homes, and parking areas, and on the south end of the park, several outbuildings. South of the mobile home park is a fenced in RV and vehicle storage area. South of the gravel storage area up the ravine the only rather man made feature: is a potable water well. Since development is only proposed on the north end of the site, no investigation was made c01101 of the eyktina n f, He .yell_ To the west of the mobile home: park Is an area of immature deciduous forest. Soils in this are significantly disturbed and show evidence of substantial historic grading and cutting. This area is dominated by an overstory of alders (Alnus rubra), and cottonwood (Populus 6ulsamifera). The understory is comprised of thickets of Himalayan blackberry (Kubus discolor), with stinging nettle aimea), salmon-mrry [ tirbus speclat)dls), sword fern (Pulymichum munitum) and elderberry (,Sumhuc us racepnosa). Soil pits excavated in this area revealed mix silt toatns lacking any hydric characteristics. Soil pits excavated just north of Wetland A revealed a dry sandy material, and in some nCt,,as a Slit luairi Iiiat was iiry witil a Suii "0110F in tlw 3410rilek'n o '10 R arL. a wiii common, fine faint redoxirnorphic concentrations. All soils in the upland areas were dry or only moist during our site visit. 3.2.2 Wellancls A total of two (2) wetlands were delineated on the site. Wetland A is located along the west side of the site and Wetland R is located along the northeast edge of the site. llle.Cornrick. '218-106 Sewall Wedand ('oltvilling, Inc. March 31, 2008 Page 6 Wetland A Wetland A (flags A 1-A8 & AAI-AA6) is located at the toe of the slope: along the south side of the site and is bisected by the ditchcd Type N stream. A small portion of the wetiand extends north of the stream in an otd excavatea iow point. A foundation is found along the north edge of the wetland in this vicinity. Wetland A consists of a slope: -type wetland where groundwater is discharging onto the surface. Vegetation in this wetland consists of reed canary grass, creeping buttercup i�uliiiiii tiluC !"cjiL:I$AI, aiiu a I I IV Jl!.aI! a'. lv. Soil pits excavated within the wetland south of the ditched stream consists of a dark organic material. North of the ditch the wetland contains a silt loam with a color of l OYR 211 in the B-horizon with common, medium, distinct redoximoprhic concentrations. Soils were saturated betwcc ri -12" and the surface within this wetland. Wetlands A would be classified as 1 FOI E. (pfalustrine, forested, broad leaved deciduous, persistent, saturated) according to the IS Fish and Wildlife Wetland Classification methodology (Cowardin et al. 1979). YYGtl fad A would be c dsJIIIGlN'ltl U as \-.[ilGl�lf� Y 3 vvc at Ids f (i MG VJ al J4UIl r l.1'llitto Vi which 16 is for habitat. Category 3 wetlands typically have a 75' buffer in the urban areas of King County. Wetland B Wetland B (flags B I -B 17) consists of a salmonberry and blackberry dominated scrub - shrub slope type wetland located along the northeast corner of the site. Species found include salmonberry, Himalayan blackberry: stinging nettle, and hedge nettle (xS'tacfry.s enfleyae). Soil pits excavated in this wetland rcvealcd a dark (1 OYR 512) saturated sand with some organic streaking. Soils in the northern egad of the wetland consist of a black (I OYR 2/1) gravelly loam which was saturated to the surface. Wetland B would be classified as I'5S11. (palustrine, scrub -shrub, persistent, saturated) according to the US Fish and Wildiite 1Netlarici Classification methodology (Cowardin et al. 1979), Wetland B would be classified as Category 3 wetlands with a total score of 43 points of which 13 is for habitat. Category 3 wetlands typically have a 75' buffer in the urban are& of Kiiig Colin y, N1cC or+nickl-!A8-106 Sewall Wetland C'onsalting, Inc. Alarch 31, 008 Page 7 Streams A single intermittent stream flows through the south narrow section of the site before draining in a half culvert through the south edge of the trailer park. The ordinary high water mark of this stream was flagged with white and blue fiagging labeied N 1-N7 anti Sl-S7. When the stream discharges frorn the culvert it runs in a narrow (2 feet) dug ditch westerly before crossing under a fence and draining in a dug and altered channel through several yards. At SR-169 the stream changes from the 12" wide channel through the yards to a large debris and sand fan prier to entering a choked and 1/4 full (of sediment) This stream passes north under SR 169 betbre: discharging into a shallow, sheet flowing swale vegetated with reed canary gam. This Swale drains westerly before turning northeasterly into a long shallow area that in the spring and winter contains standing water. This area is vegetated with reed canary grass. There is no outlet from this area to the east as water appears to stand and nntotrate. There is an overflow path for this channel to the west that was dry during all of our site visits. It does appear feasible that wvater could overflow down this channel to the west. This overflow path appears to connect to a small channel located several hundred feet to the west. However, it does not appear to connect except potentially in a storm or extreme high water vent. There does not appear to tic any feasible way tsar fish to utilize this channel. We reviewed this channel during our study for the Cedar Diver Trail (report dated October 15, 1996) and identified this channel as Tributary 0311, a Class 3 stream that was uiY uUiiilg iilii niiG 'visits At ii{di iiiiiG. The stream was confirmed as a Class 3 stream during the Cedar River Trail Review. The stream was also designated as a `1'ype N streurn by Bill Kershke in his review of the feature (see attached letter). We agree with 13ill Kershke's rating; of this feature as a "hype N water. Our review has revealed this feature to be intermittent, and lacking any fish use. Kish access to this feature does not appear to he feasible except possibly in a flood event of the Cedar River. Type N waters typically have a 65' buf7 r measured from the ordinary high water marl. 4.0 FUNCTIONS AND VALUES As depicted in the ratings of these wetlands, they have moderate value for hydrologic and water quality functions. However, habitat value is low for these wetlands due to small gi?P anti lnrlr of rnn7rinYit�, 7e txrPll ac tl�e flncer»,rnvimit�t� h€+man r�ifit�trhunr�, McCormick l'M-I06 ,Sewall Welland Con- filling, Inn, March 31, 1008 Page 8 5.0 REGULATIONS In addition to the wetland regulations previously described for wetlands and streams, certain activities (filling and dredging) within "waters of the United States" may fall under the jurisdiction of the US Army tvorl)s or' Engineers (ACOI_�). the AC()i; regulates all discharges into "waters of the United States" (wetlands) under Section 404(b) of the Clean Water Act. Due to the increasing emphasis on Fndangercd Species Act compliance for all fills of N� v, r� awf a o tin. � nitcu SW"*06, a�iu yr eels r � ixc , i,� tat uvt, k i,t� L vi ,..,, i „ci, s aiia� Washington Department of Ecology should be contacted regarding permit conditions, compliance, and processing prior to commitment to any fill of wetlands or streams for this project. Natinnq.l M-arint, FiSheri('c Rervirf- tNKA �) is rr�snnnsible f`nr rem( -grins) all nroi(aC�t4 tl3at - - f � 1' J might include "take" ofanadromuus lisp habitat under the Endangered Species Act (ESA). Therefore, it is not within R-twelvc's scope of work to determine a habitat "take". Pacific Chinook salmon, stedhead and Bull Trout have been listed as threatened species, NMFS and the local agencies are currently in the process of adopting rules that will provide specific guidance for protection of fish and their habitat that have been included in the iaSA listings. 6.0 PROPOSED PROJECT The proposed project is the construction of a 31lot subdivision with associated roads, as well as stormwater and recreation tracts. As described in 21A,24.325.2.a; buffers cif wetlands can be reduced by 25' if the applicant implements the f'ollowing mitigation measures; 1. Directs lights awayfrom vvetluntls Mace srieii guiiCr'UitL rit;r:ii ilwc<y.fioiri irrc 'ri-`c'lrciriir. .3. Route untreated wider awax Iron Me wetland and implement covenants 1hid restrict the use vf'pesheides within 150 ` of the wetland 4. Injiltrale and (real, detain or disperse all runolffronn new impervious surAces. 5. Insiall privacy feneing alf)7tg (lie edge o the Buffer. 6, l "Wile &Afl`c for dt.rv{ rl?tf•isw r.rif�• 7. Remove non-native plants fi,wn hlr/jer and restore with native plants. As depicted on the attached site plan, we are proposing reducing a portion of the buffer of Wetland A from 75' to 50' utilizing the above required measures. Lights farm homes A .-C'nrmick ;_A8-106 Small Weiland (01I 111 inn, 111C. March 31, 2008 Page 9 and streets will be directed away from the wetland_ No noise generating; activities will be placed near the wetland. All runofffror i the site will be treated and dispersed away from the wetlands_ Pesticide covenants will be 1)iit into effect in the new plat. The buffer edge will be fenced and blackberry within the 50' reduced wetland buffer will be removed. An under -planting of conifers will Eh EItiiirCd to supplement the existing deciduous vegetation in the buffer. We are also proposing to reduce the 75' buffer of Wetland B to 50' utilizing the same: mitigation techniques. The buffer which is primarily lawn on the site will be enhanced With a nilx o riLl-,e if'cc acid uu ���� t lc �. hti i)iii Gi will! M Gii"d at, rei. uiic�icl. T lk� proposed concept mitigation plantings will be formalized in a Final Wetland Butler Enhancement plan following approval of'this concept. The mitigation areas will be monitored as required by Code, ff r►lr have gn u nFictin ?5 rp nrr3iT, fl,i rE Ort� n1r cP Ca CIS at f?S31 RSQ-()C%15 nr at esewali@sewallwe.com . Sincerely, Sewall Welland Consulting, Inn. Ed SewallI Senior Wetlands Ecologist L'WS 0212 i l� . ,� ;�;' �r• 1 41 1I � , I yy ii 79 NZ Ll r — r� ri r-`�A�1-•:� nv T ,..�„ � �� a rr r� :r ;; `r ! �=%-'r F-�%'�w 11 _ i l' r r y ��••, t' ,'�I /,1r r---�-� �'�`_w�-� ilf I � 1 � � �' 'rt`-r�� l;i.j ,ri.f4���1 'rl ''ll� Jib'"' �--,._' ' ' r{ ��. f •, L I I I K ell. � I� I� �� lsAac..'i.1Fif,Ait:K t'1�41 IIT F Paciilc �nc�fr'?.��-r;•,_1 ` Q19bt��ri3 ! t r. � n ; f drh lsiginsainy a tvil 7=Pu. 1808),30-" w- We,Wd Hume or nurmha WETLAND RATING FORINI — *')ESTM4 WAS11INGTION V erion 2 - UPdsred July 2006 m incurc accmwy and reproducibility among Ism Name of wetland (ifkaown); _ �k&� /{ s- Date ofsit wizit: Tr✓ of Rated by_ _. Trained by Ecology? Yes, No_ Date or rraining­ SEC: _ TWNSHP: ___ RNGF- Is STIR in Appendix D? Yes_ No ­ Map Map of wotland unit. Figure,_,^, Estimated size SUMMARY OF RATING Category based on FUNNCTIC NS provided by wetland I It— III IV Caugary [ =Score >=74 Scare for Water Quality Functions Category Il s Score 51-69 Scorn for Hydrologic Functions Category III Scare 3C-50 Score for Habiral Functions % Eeo 1 Cai"oiv IV = Score* 34 ---�---- TOTAL score far Functions Category based on SPECIAL CHA RA( ERISTICS of riclland 1— II,_ — Tioe, not Abell__ Final Category (choose the highest^category from above) Summary of basic information about the wetland unit Dnd 7L.zo—o7-7Frqbw2ter ;c.it,, siiverinr LSFiats Frgbwater Tidat lolerdunal Done of the atove -- Chtrk if unit has muwpic -HGM elass�resent i I Worland acting Form - wvad m Waslang!an vasivo 2 Apt:49:ao4 Welland mme of number Does thewetland unit being rated meet any of the criteria below? If you answer YES to any of the questions below you will need to protect the wetland according to the mguiations regarding the special characteristics found in the wetland. t SP1. Has the Welland unit been documented as a habitat for any FPderoliv listed 77erearaned or Endangrrrd animal ar placer species {T/l;' speeiesJ? For the purposes of this ratng system. "documented" mcans the wciland is on the a roriarc stale or federal database. SP2. Tics the wetland unit hcm documented as habitatfor any Slate listed Threatened or Exdangmcd anLmal species? Far the purposes oithis rating system. "documealed" means the wetland is on the appropriate state database. Note: Weilands with State listed plant species arc tale prized as Caternry I Natural Heritage Wetlands see p. 19 of darn form). SP3. Poet the wetland unit enntain individwWs ofFriority species listed by the .% WOFW for the stare? SP4. riots the wciland unit have a locni signifreance in addition to fts functions? ✓ For trample. the wedand has been idcntified in the Shorrrlinu Master Progmm- the Critical Areas [ordinance, or in a local ms:ngemeat plan as haying 4pccisi significance 7o rorr:i;drrt' fire ri'.zt part O(:{,e drtrc s'lreel �tx< tii'!({ rr' tr dclrrnrrrre tlrC - _ _.. Hydrogeomor hie CIrtSS of /AQ wet{rend i+cine raterd_ The hydrogeowompltic cWsifroation groups wadands into those that function in sinilar ways. This; simplifies the qucsdcns needed to answer how well the aedarid functions. The Hydrogenmorphic Class of a Wetland can be determined using the key below. Sce p. 2d far more detailed Ilt+trUCtiatts on classi(}ing wetlands. µ-cllxnd KAbng Form - westem Washington vmjnn 7 Aagust 2004 wetland � or number Classification of Welland Units in Western Washington 1- Are tits wa veksni the entire unit usually controlled by tides (i.e. except during floods)? go w YES • the wetL=d class is Tidal Fringe If yes, is the salinity of the water daring periods of annual low flow below 0.5 ppt (parts per thousand)? YES - FreshwaterTidalFringe NO-5altwarerTidal Fringc(Estuarine) #-your w'edland can be ciassifirdax a Freshwater Tidal Fringe use fhc forms for Riveriffe wetlands. If it is Saltwiater Tidal Fringe it is rated ar an E&w4 wine wefdand. Wetlands that were Called estuarine in the first and second editions of the rating system art called Salt Water Tidal Fringe in the Hvdrogcontorphic Clamiftcation, Estuarine wetands were categorized separately in the earlier editions, and IMS SCFararion is being kept in this revision. To maintain consiswticy between Cditions. the term "Estaarinc" wetland is kept Please note, however, that the characteristics. that def:he Category I and 11 estuarine wetlands hate changed (sec p. ). 2. ?lte enlim werland writ is flat and prccipiwtirn is the only savrce f>}4°•>) of wafer to it. Groundwater andrunoff arc NOT Sources of wafer to the u111L 'S , - go tt YF;,S - Tire wetland class is Flats f your wetiand tar: be classified as a "Flu:s" a,clland- use the ii^rn 16r Depra»iodal w'Ctlan L 1, D Jv5 the eritre w'etlaed rant: rivet bofh of dic IO1lJwing criteria? _The vegetated pail of the wetland is on the shores of a body of permanent open water (without any vegetation on the swface) at ]east 20 acres (8 ha) in size; least 30'is of the Open water arcs is deeper than 6.6 ft (2 m)? NO - go w YES -The wetland class is d ake-frfuee (Lacusirine Fringe) 4. Does the wetland unit meet all of the following criteria? - G vietiand 15 ", a 3iapt (slope cerr be tv7y gradudf , _i{hc water flaws rhfough the wetland in one direction (unidirectional) and usually eorrics from seeps. It rruy flow subsurf Lce, as shectflow, or in a swale without tinct banks. _ e waW leaves the wetland without bt3ag impounded? NOTE: Surface kdter does not pond Fn these type of wcMm4T except occasionally in iv,q small mod shallow deprersions or behind hummocks (depressions are asually lrO - go w and class is Weilmd name or number 5. Does the enlire wetland unit meet all ofthe fallowing criteria? Vie unit is to a Palley, or stream channel, where it gets inundated by overbank flooding from that stream or river __ The overbank flooding occurs at least once every two years. NOTE.- the riverine unit can coninin depresd6ns rhat are frfled with . ie, when the river is norflooding, NO - go to 6 YFS L Tbc wetland class is RNtrine 6- IS flit entire wetland unit in a topographic depression in which water ponds, or is saturated to the surface, at some time during the year. This means rhar any oadre ifpresenr, is higher than the micrior of fhc %ierelarsd. NO - go to 7 YFS -I'lre wetland class is Depression al I Is the entire wciland unit located in a eery flat area with no obvious depression and no overbank flooding. The unit does not pond surface water raore that[ a few incbes The unit seems to be maintained by high groundwater in the area. The wetland nuy be ditched, but has no obvious natural outlet - NO - go to 8 Y ES - The wetland class is Depressional fl. Your wetland unit seems to be difficult to classify and probably contains several ditTercnt HGM elases. For example, seeps at the base of a slope may grade into a rivetirie floodplain, or a shall strimnt within a depression] wcdand has a zone of flooding along its sides. GO BACK: AND IDEhTMY WIIIC14 OF THE HYDROLOUIC Rc'.GEMtES DESCRIBED IN QUESTIONS 1-7 .a,PPLY TO D!i FLREN i AREAS l` THE (NIT {make a rough sketch to liclp you decide). i'se litc folliww_ tshiC to idcn',ify the appmprate class to Lome for tits rating -ystcrn if,nu have several HGM y'Ia;x- preecut urhia your wetland. NOTE: t:sc tills Labh! only if he class that i5 tecOrnrr -tkdc•.' Ln he seccn11 C0] u- P rcpresenLs 10% or mate of the total area of c'iv wetland unit hcina rated. If tt:c area of the tins, listed in column'- is less Atari 1 D'/ c,: fire uriii: classify ZEE v gland using the Class that rc7'xSe116 more than RO" 6 of the total area. Slope + Riverine Ric erin Slope +De ressional sessional Sl + Take -fringe Lake -fringe re45ion9l + Riverine sJong stream within bounds ressional Loval + Lakc•fri a!VP—Sional Salt Water Tidal Fringe and any other class offreshwater wetland Treat as ESTUARINE under wetlands with special characteristics If you arc unable still to determine which of the above criteria apply to your wetland, or if you have more than 2 HGM classes within a wetland boundary. classify the wetland aS DepresslonaT for the rating. Wetlmd Rating Form - western Wisbingim 3 August 2004 w cdand Rating corm- we gcni Washington i August 204t s•ers{otL 2 version, i (n for, Vl fli U) r r-` n w a In v f��¢+Y7' A ,In f2 k A+Y ! 'i F '1RCn1 �'• y�� i M1 o- n y f iL A S- Cr n 9 to n ��•�n�in��•..,`S � .6 ~ � R � n � tb •' ., m r m m`t vs n 3 `,�, 5 e� °d �. g 0. g o �a Y • ji � t? a % e Y g iry P 7 T E 731 } sit, i 4 p a. w a 5• allE I a n a rZ �.� -S a� F QMV\ T =. o al Ul VS Vi t/� US rA a in u w �� � ^ fit'.'R1i oN '?'p `y�y. RS'� —c12wioI � Ate,?' n� Al � 1��'� p� �..I ��7 � R iro'` �.IF yy A' l tl rgi .y 1 r7 I ism n }P i ] ey pp 1. Cs OG 4 aglb� fZ 7^ 7 pp A 5 iv pp qp � T Y F Wc{larrd name oY number ��, H 1. Dues the wetland unit have !',its polentiol to proirlde habitat far many species' it t.t gi;t rirxrsWcttye(seep. 71) Flpuro— Grerklhe f}pLt ofxrgetar.'on c1a.rS pr¢Sent (¢r d,�nad b}CowNr�tnl- Sexr tnreshoFd jar each CtaSS Lr ,' acre or more 1400: 1 nfrhe area if:rnh it smatter rhun :. S acrea _Aoualic bed _Emcrben[ plants eruWshrub (aas reas venal shrubs haft 130%coves} _ Foreatcd (areW11CM Gruel hate >30% c4D%V) 11the )refuses a forested rra:J�Chcck tf l%e furested class has 3 }tat ofS sir= (canopy, sub-cartupy, shrubs• hcrbaoms, _ mus&f&you0d-cover) friar each carer 20%within the farested palygon Add the ruriber afvqgeta=ion srrrcA;reY than gw,71 p. 1f ymv have. 4 structures or more points - 4 Map d Cawarim rege wicri lasses 3 structures points - 2 2 suucuucs pains = t t structure nts E }; 1 �.1{vdroeseriais1x#p, 73) Figure i Oio k the ryprx of e.-arcr regimes withi, rF.c xC' la,4 77:e x>"trr reg+mr F,1s ro enter mare tlkrr. 1CQS af:Fe x.•ri.�r.,.'or ', acre ry eo:enr 'SCP ter. for I di.^�r:prmr.S r j hpefroxria$1 -__pernancnrly R'wded err uiund.'ttcd 4 or more types presrnt points �^ 3 _ Season7lly 41 7ed nr inuirditcrl 3 lypes present 4ccssi�naliy flooded or inundated per p point W i �2nnaratcd an 1) 17 present snrin:s.._ 3 I _ P cnranC'_':T r1o'ain s MaM ir, near in. Of ad)acc;rt ;o. the wetland _l asonally flowing stream in, or adjacent in. the wetland Lake fringe wettamd - 2 ppinls t Freshwater tidal werta-d - 2 pofn is Map cf hydrwerOds I 4 1113, It ChgM ofplant S2Zjrk (scr p. 75) Count the number ofplant species in the wetland that cover at !cast lD R'. (different parches of the same s1mcies can be rombinerf to weer the size rhreskold) You do nag have to name the gvcies Dc rar iwNde Earaf+ftn tfiffofl reed [aMil/ j'Qrfr23, Inirpte fooSesrr�(e. Canadian T;tirrJe tf you counted: > 19 species poi m 2 List fperrer h#fow ijyna want Ja; 5 - t9 Species < 5 species points - 0 I Weiland Ratmg Form - vrtsinn L4'ashington 13 versirm 2 Total for pagc Au;ust 2004. 'hrr033:umc crmm­hc H 1.4- 1n' kQn of habitats (seep. 76) tgure — Decide hroar the diagrams bchow wkthtr interapcssiott between Cowardin vegetation classc8 (described in H 1, 1). or the classes and nnvogetated areas (cat include open water of mudflats) is high, medium. low, or none. t -0 points Loin ^ I point Modcralc - 2 points **W=P [riparian braided ehanneisl Hight .. 3 points � Nq'ri:: lfyau hav'c four or snore classes err Hutt vegeotiem classes xed open Ovate[ j-{ I,S. ;i tx'ri-ai Hahirar Fcai t;fR,4_fxrp -T1 C.herk;he h,:h�rrr f.•,:: �rrr r1•lr: use isrrscnr in ere x,e; fund 7ne rrrmbrr orcnrr..t rs me n::mnir ;, pn�nrs yna , •r. into the n._v rat:anr,. -erne. dow[acd, wr:od.: debar within the w_Iland (:tin. di2intter and 6 ft !ong.). _ t�[andia� snips I:tiamctcr ai the bti:[apl -} � inches) in the xc[ land I! ... L: rcdccty! banks arc prescn! Ilx at Iran: 6.6 fl (2nr) and'nr c.'crbangin3 extends at least ,.l R kino or'et a sur�rnfor ditch) in. or conG_uous Mlh the unit. for at !cast 33 11 (loin) _Stable5teepbanksorfinematerial thatmij�rtbeused bybravcrormuskrat fordenning (>34degree slope) OR signs of recent beaver acti>,ity arc prrscnt (cut ;hmbs or trees rhor has'r. nor yet tan:edgrc}•,'hrou'nJ At bast `. acre of tftin-strptmed persioinii vegetation or woody branchc5 are present in areas that are pamanentty or scasoaalLv inundated (srrurruresfor egg_fgving by amphihians} textiive plants raver less that 25%of the wellam3 arcs in each Stramm of plants Nf3TE� The 20%grated in catty printings ojfJ7C mantra! On page 73 Is an error. H i.TOTAL Score- pownrial for pr<tviding habitat Add the Fevres fr8nr H). 1, 111.2. 111.3. 111.4, HL5 t Comments Wetland Rating Form- wesrem Washingtam )4 version ? .august 20M I RFwgiN = n �r o o 0 ^13 .�x�j S. S N d 6•�; o Y b I. w }[ „�z r5 w. G h pp H 9 L 4 L ' •Qe r f r1, y n -4 n a Il �^tr c. a.50M 2. r hk� R a^ 5 ° G 9. w ;? !� ���vvvCppp+++ 9 w r v 1 c o a ?' d^ K c e "' K n T •< 4 �c a u {�Ty NN a rt ,-p._. ° y •. :k ESi M1 �' ' 1' O ••J' d en G � � 9 � � W C ti i C n �• O � � S � g � # � � C 2 6 g c r• 9 a q�, c oe�oe 8 4 ° R v �- v rUo K'K K S4 q a f 4 i7' n E n ¢°+, " r' h<� g g r y`i " t_•' W eta,'7�p�2,,.,,��n�c�y�'ng`�o�s"5°�p•�-�a.''�"'�Ca"gg�g��"'�•� �,�,�� n � � 7. g W � s � a Y •. �T � .. `; w tr y�� 3 ram' � �, � � F v, � �i n ; �. �' . �1ryai��'a 1K� �Er�i7n5•AR��',�,�h o �3���a��'�'�'G$���g."Y�os�u�f.3`y�c`G ]t ^ n•' W �' N V� .-. L� h n F- O` ry ,C a 6 w n raw n 0 El6 R G Y Y 6_y1A .-nQ,y �. SZFF �� ra o i�a� ���.�=$.�- �� a�g�$ �5.�� � �'"u r_iintt'��•b?i,.� �C o.^$�$•,o^ynF yfhs_ z;?� F •((aa 6' 0. O G 9 n Wetland name m number -,-- Fi 21 LVet.Ed Landsca�c (rh9 iti the arte fexriptian of the lrtndrtope YrUund !ht wrtfnrd lhcf best fits) (see P- 84) •There arc at least.3 outer wetlands widtitt '/: mile, and the ronacetions Between thcnt are relalivcly undisnubcd (light grazing between wetlands OK, as is lake shore with some Misting, but connections shmid NOT be bisected by 3tavc4 roads, OIL fields, er othu development• points - 5 The ved:ind is Lake -fringe on a lake with Ftttic ditturbance and them ate 3 other !21'e-tinge wetlands within Y. milt points - 5 Thee arc m least 3 other wetlands within Y: tile, BUT the coon o6ons between th a re disrurbad ur e The wctlasd li Lak.e-frtng= on a lake wItb distuthmn and them arc 3 other take -fringe wcUrd within % mile Pelts - 3 Thcr6 is at ]call 1 wetland within Y, mile. points - 2 There arc no wetlands within 'V_ mile. points = 0 ti i. TOTAL Score - opportunity for providing habitat Add the scores froin itz j.RZ-Z H2.3, H2.¢ TOTAL for H i from page 14 E Total Score for Habitat Functions - add the points for H 1,1-12 and record the result on .1 — �� Wmland name or number CATEGOR1ZATi0N1 BASED O\ SPFCTAL CHARACTERISTICS Pfease determine ifthe wetland meets the attributes described below and circle the appropriate answers and Categor): SC 1.0 Fstuarine wetlands (seep. 86) Does the w•eiland unit meet the following criteria for Esmarim wetlands? -- The dominant wsrcr rrgime is tidal, - Vegetated, and — With a salinity greater than 0.5 ppt. YES - Got; SC ].I NO SC 1.1 is the wetland unit w thin a National Wildlife Refuge, Nationsl Park National Estuary Rcscn•e, Natural Area Preserve, State Part: or Educational, Cat- t linvironsnental, or Scientific Resmi: designated under WAC 312-30-151 ? YES - Calcgory l NO to SC 1.2 SC 1.2 Is the wetland unit at least 1 acre in size and meets at least two of the firlli)uYng three conditions? YF5=CaIcZon, 1 N0 = C jw?,)i': II Cat. 1 — ilte wetland is relatively undisturbed (has no diking. dilching, filling. Cat. 11 cult;var or., g-�emg. and has less than 10° o cover plant i specicS. If the nan-native .5 arlina Spp. are the only SpcCics that Cofer more than ] °•: of the wctisnd, then the Wv:dacd should bC swell a dual Dual raring (Yli) The area of Spsrtina would be rated a carey,ory II Ahile the j rating tensile sly wuliclurtxi. VNr nU It Widl rlali"e SpeCj, would be a Category 1. Do no!, however, exclude the area of Spartina in determining the size threshold of ] am. — At least rf, of tic landword edge of the wctli nd has a TOO 11 buffer of shrub, forest. or un-graxrd or tm-mow,cd grassland. — The wetland has at least 2 of the following features: tidal channels. depressions with npen water, or contiguous freshwater wellands. `Nctland listing Form - western w`>fslungtpn 17 Augu t -2004 Wttiland Ruing Farm - wcstr,n Washington r4 Augttst 20U4 rersson 2 crrsian 2 wctLnd name or numbs —., UIL-rL,AND RATING FOR4I- WESTERN WASHINGTON Version 2 - UpeWtd 3aly-20006 to tour crn -midacarereproducibilitym, mig uses Name of wetland (if knowm): LOCI CIb-1-t. B Date of site visit-, MAI�C-k os Ratedby_ _.._. ___.----_TraincdbyEcology? Ycs Now Date of training___ SEC -,-- TWNSHP: — RNGE: _ is 5 i, K in Appendix D? Yes Roo Map of wetland unit: Figure_ Estimated size SIJI4IMARY OF RATING Category based on FUNCTI[ONS pro -tided by wetland I_ II_ fir— IV — Category l -Score ;0 5eore for Water Quality Fwnctions a - Category El = Scott 51-69 Store far Hydrologic Functions Catc,crr Ill - Score 3N50 Score for liahitat Functions SCost < 3n ----- TOTAL score far functions Category traced on 5f'iaOAL CHAR.A("TERISTICS of w0and 1_ lI, _ flocs not Apply Final Category (choose the "hlghest^ category from above) Summary of basic information about the wetland unit ism Estuarine 1)e resafoval Natural litdLage NveUand Riverfer Boz e Lake -fringe Mature Forest SI Old Growth Forest Flats Coastal Lagoon FresEiwaterT5dx1 _ _ i iti[erdu rtal None of the above Check if unit has multiple HG41 classes Pmsent Wed:u%d Rating Foen- omen+ Washi:ygrors 1 vedon augXt zocw S5'eitmd rim or number Does the wetland unit being rated meet any of the criteria below? If you answer YES to any of the questions below you wilt need to protect the wetland according to the regulations regarding the spacial characteristics found in the wetland Si 1, L 4s tke wetland unit been documerited as a habitat for any Fpdcmfly listed Threatened or Endangered animal or plant speeles (TIE species) P Far the putposcs of this rating system, "documented" means the wetland is on tht a r riate state or federal database. 5P2.114s the wetland unit been documented as habiratfor any State listed Threarexed or Endangered animal sperirs? For the purposes of this rating system, "documented" means the wetland is on the appropriate state database. Now Wetlands with Slats listed plant species are sate arized as Cate 0 • € Natural Heritage Wetlands see P. 19 of data form - SP3- Does the mudand unit contain individuals of Priorityspecics listed by the H'DFa far the slate? SP4. Pou the wedand unit have a local signif+canre in addition to its futtcfions? For ezampit, the wetland bas been identified in the Shoreline Master Prograrn, the Critical Arca3 Ordinance, or in a local rrunagettxot plan as i_-- Navaig speciA signi ficaticu. Try tram ktr rJte next �cr; n the tin 5lzeei t tau wit! cited [Q 1 1E'rnti,ie t1.' Hvclrugeomo phic ClDsv(thc s.ednttd hsin tart The hvdrogeoniorphic classiticaion groups wetlands into those that function isr similar ways, This simpliftes the questions aceded to answer how well the wetland functions- The l lydrogeonsorphie Class ofa. wetland can be determined using the ray below, Seep. 24 for more detaiLtd instructions an clas;if}ing wetlands. Wsil;,nd Rating Focn - —tnn Wsshift$z n 2 version 2 Aagu Z 2004 R'etland name er number __ Classification of Wetland Units in Western Washington I- Arc vcls in the entire Rntit usually conmAed by tides (i.e. except during floods)? 2- o YE,, �- the wetland eLass al is TidFrlagc If yts, is the salinity of slit water during periods of annual low flow below 0.5 ppc (karts per thousand)? YES- Freshwater Tidil Fri age NO - SaltwitterTidal Trringe(Estaariae) Ifypur wlerland can br rlassifred as a Freshwater Tidal Fringe use the forms for Riverfne werlands. lfit is SidtwotcrTidal Fringe it a rated as an F_wuerime wetland. Wetlands that were called estuarine in the first and second editions of the testing system ate called Salt Aratef Tidal Fringe in the Hydrogeomorphic Classifcanon. Estuarine wetlands were catcgon=d separately in the earlier Witions, and this separation is being kept in this revision. To main tairtrvasistency between editions, the term "Estuarine " wedand is kept Please note, however. that the characteristics that define Category 1 and Il estuarine wetlands have changed (sec p. )- ?- The entire wed: d ]nrit is flat and precipitation is dtc only source (= 9T.) of :rater tci it. GR un er aced sura ec water ruuol f are „07 sources of water to the u-,w, go to VF_S - The vitlaod class is Fl= if- ]tyour wetland (:an bx cl'aSSrIled as,,A "Tl:ltti ­ wCIl311d, 115f tl:_ Z6CTF for t)i:l)re55iUn31 •.vetlaads- t. Imes the cntirc i4ctland unit meet twlth of tlrc following cricr.�l The vegetated part of the wetland is an the sbores of a body of permanent open water (withow any vegetation on the surface) at least 20 acres (8 ha) in siac: RM. oftht open water area is deeper than 6.6 ft (2 m)? irm -- go 1 YES -The wetland class is Lakefringe (I.acastrlae Frinye) 4. T)ocs the tits wctiand unit meet ail of the following criteria? e wetland is on a slope (slope ran he oery gmduaf), c water flows through the wetland in one direction (unidirectional) and usually comes from steps. It may floe: subsurface. as shectflow, or in a swab Witlraul ,�+sCirri banks. W to water leaves the wetland without being impounded? MOTE: Surface eater does not pond in these W of wetlands eace{pr occasionally is very small and shallow depressions or behind hummocks (dcpsersiens art asualfv 'RWRa,a he we land NO. j }`�-ThC WC[land (;loss is SO 14'el1a11d name —Pinker 5. L3ocs the entire wetland unit meet all of the following criteria? The unit is in a valley, or stream channel, where it gets inundated by riverbank flooding from that sucarrt or river Th _ e overbank flooding occurs m least once every two years. NOTE.' The riverine unit caa tonrain depressionr ehar arefilled with water when the river is not flnoding- NO - go to 6 YES - The wetland class is Riverfae 6. Is tic entire wetland urtit in a topographic depression in which water ponds, or is saturated to the surface, at S6rtie time during the year. This means that am curler, ifpri:.sen; it higher than the tSilcrrar of the wettand. NO - go to 7 1'FS - The wetland class is Depressipnall 7. Is the entire wetland unit Locatcd in a very flat area with no obvious depression and no overbank flooding. The uni t does not pond surface water more than a few inches- The unit seems In be maintained by high gmundwatci in the area. The wetland may be ditched, but has no obvious natural outlet. NO -- go in 11 YES - The wetland tiers is Dcpresslonal 9 Your wetland unit seems to be diticult to classify and probably contains several different HOM clascs. For example, seeps at the bue of a slope may grade into a riverine flcwdplain, or a small stream within a depressionat wetland has a zone of flooding along its sides. GO HACK AND II,FNTI,^Y WHICH OF THE HYDR0I.OG1C REGIMES DESC1UMD IN Qt f STTONS 3-7 APPLY 10 DiFFEREN" f AREAS IN'THE MALT (make a mugh skctch to help you decide). Use fie `ollowire. taidc to ivenlify The apprnpriale class W use far the rating system ifyou liavc v'Cver:tl f16M classcs presc11LwAhilz your wetand. NOTE3-'9e Elm table only if the class that is recommendcd in tic second column represents L 0% or pore of a-. local area of the wetland unit being rated. It' Cle arcs of tilt class listsd in eolttnln 2 is less [hair 1 O'er t;f the unit, classify Lie wetland using; the class drat represents more than 90% of the !oral area. slo + Riverine Rivedne Slope ressional D reasional Sl .- Uke-Erin a Lake -fringe ressional + Rivel ine alon stream w7tlrin boundary Raresilionat sessional + hake-frin a rtssitsoal Salt Water Tidal Fringe and any other class of freshwater wetlsrd 'Treat as ESTLIARR+E under w-ctlands with special Characteristics If you are unable still to determine which of the above criteria apply to your wetland, or if you have more than 2 HGM classes within a wetl=d boundary, classify the wetland as Depreasionaf for she rating. werrand Raring Form - --%a m Washingwn b August 2004 WcchrA Rating For,n- westml wash�ngrnn 4 A>tgust ZW4 vasicxr -' •'crsina WdlA¢d nsrrx or number 3 I. Does the wetland unit have the Rqtentbil to improve water quality' S S 1. t Charxterisric3 oravcrage slope of unit. Slopc1il%orIces(R1%slPprhasR!foef crffCRldrPpintit'Rl:Pnforevery100fF boriaonral durancey paints = 3 Slopcis k%-2% i tea Slope is 2% • 55; pom Slapc is gtcater than 5% points = 0 1 I S 1.2 lie sail 2 inches below the surfae (or daif layer) is clay or crgmtie (ure N'RCS deftntwons) YES e 3 p2ints icFO r 0 ' rJ S 13 Chzracteestics of the vegctx[ion in the wetland the invents and polluunts: Figum Chasse nke points apprnprime fur the dcserrprien 4hv best firs the vegeran'on Sr the xW;04d. Olewe I-091 rcliotr merns WG 441e fYOUN4 acing the sail s:ujace (>75% cover). aril uncur m-mins not g,=C d or rnowO. and plarys ore higher than b F. Lmnse. uncut, berbaeefxrs vegetation > 90% of the wetlatd area pm¢� D:-t , utfeut. "zirzocs vegetation > 10 ofarra } Densc. n,>ody. vc elation , V. of areai ` Dense. unc::t, herbaceous "Atraiiot > u4 of acts-'-'mas -- 1 I Does nit mcct aay oC l-o criteria above for vegetation pcints - 0 TOUT fi,r S I Are: !kc pofr,% [n 1.ye b, Kes aboy, S 1 ^ �7 1 E S i S 2. Does the wetland unit have flit oppctrtLLrj to improve haler quality fser;-'M .AnS a Y E.& if vuu LtQw [)z besleve mere arc pollutants in w Strfac^_ W 3rer I corning into the-clland that would otherwise reduce wa[cr quality in streams, lakes or groundwater downgadient from due waland. pore which of the folkwing candirioms f provide 1he.04rces ofpollurants. A ernR mr-y° have polluranis eatning frorr. sntrral SOUrCel 1w an)'s(r.giC source wacrld qualify us Pppomumry. ' -- Grazing in The wetland or within [Soft -» tinncsted ste me'atti discharges to weilmd Filled ftclds. logging• o[ o[chu4s within 150 fed ofwcdand ZtTIG1hI Rnsidential. urban areas, or golf coasts arc within 1911 upslopc or-etUnd multiplier O[he z YES multiplier is 2 NO multiplier is I -- S TOTAL- Water Qua]it, Functions Multiply the scone froth Sl by S2 / i Add score re whir on P. ! l Comments Wdlaod R4rin6 form- weac n Lvastingtan version 2 August 2004 Welland nartic or number S 3. Dots the wetland unit have the uotenga,J to reduce flooding and stream erasion? S S 3.1 Clr ra cristics of vegetation that reduce the velocity of sarfacc flows during Swans. Choasr A, 10nrs naproP date for the desc+ipfiv rhw i e.r.• ft: condkrams to O'e werlrutd. lsrem.r ofplanrs thou&f be thick enough (usually > )'Ain). UrLnse enough, ra +and)" eret7 rfNifmg surfer'[ flows) Dater, unew rigid vegetation covers >W14 ofthe area Of the w¢tt3nd Ines = i Dens, uncut, rigid vcgctation> tl2 area ofwctland ponts - 3 Dense, uncut, rigid vcgctadon > 1l4 area points = 1 Mom than 174 of area is grazed, mowed, tillcA or vegdaticn is not n d Deimos - 0 S S 3.2 gtaraeteristics of slope wetland that holds bael Small amounts of flood flows: The slope wetland hss sra4II surface depressions than cr ar least �!ft!'a 10%of its;uca. Yips-0 cs _ Add the poirru in the boxes above _ 1 i ere p. Td) S S 4- Dorn the wetland have the nnn¢rtu¢ity W redww flooding and erasion? Is the well= i m a landscape position where the mductian in waver velocity it provides heists prutec] do nt ucanc prnpcny and aqualic trsaurccs Son fnod!ng or csccssive ard."arerosi'•e flows'' .ti'r�:= v.•n:e;e afrhefoi�bKrnx cnn.-'inrnc np;.fy W cdxtd h'i Situ fact' [1F11t1ff that di2in, io a river of suc,L31 tt':i has fl,Mding 1 prohic:n:. i � - Ct;fler n:a'tip leer r.{new:-+ TiU IJ err ar.JarroY.�rc �"x�:•rr rs ca¢rrnFhv!!n•;: r:sr, vary i`�,4. r. nla.rr? it rr s%rP I Z rhar is nn . ride ofo dam) YES ek lit NO multi tiff is I T TAL - Hydrologic Functions Multiply the score from S 3 by S 4 S Add score to CoWe on P. ! Combmats Weslard SUting germ - wairnt L� a>hingtan vasivn: rLuglrit 2004 WCIe.<de cornumber W-Momm- H 1. Does the vivIland unit have the »gtetttlal to prorlde hahitxt for many species? H 1-i yI;Wali� �'rs+�fs"P 721 Figtrra_ Clreck she opts of l geraeion elasses present (as defined by Ct wy rifle)- Size threshold for each Glass fs ,/. rarre armore lkr I M *f the area ifunit is smalter rhan : 5 arres•. _Agmtric bed o FaWS at plants Scruhtshrub (ura5 wheat shrubs have >30% covvt} _ForesEed (areas wbc[c ire45 have y30`6; coirr) lithe unit has a jbr ved Class ChglrJi if The forested class has 3 out of 5 iliac (canopy, sub -canopy, slitubs, hcr#actvus, mosstpoemd-Crivv r) that each cover 20% within the forestzd polygon Add :he nunilxr ofvcgetatror; srruct rcr that qual6fy Ifyw have-- 4 s1rucinres or more poiaLS - 4 Map of Cowards, vea*r3ton dase5 3 Arudures points - 2 x Mm-ams pints- b 1 structure kzts aw {{ 11.NyAgoeriod'J-(me P. 73) - FLgura !. neck the ^;six of+rrrer regimes Ih}rGeperiads; prerent within the werfa'o The seater r :me i. g to co:rr to carer,. (.r:•c;crr; yr ;.+racrr�(rors raj laydraperrn'z� - PCI7[7]-ncntly flooded or inundaled 4 or oinm LypKs prtLM points - 1 y�lcasoual iy (loaded •err inundated 3 rypzs preserl Do'aits 2 _ �ealiv flo d: j or inoiLnec Z n}�' S present p nth a r - oil'- [t •• t} Pl P sent iiL':n _✓5]I�u.t:;s1 F`cmianc.rtIY W inc arc xn o: rivcf ir., or idjacta[ li7, )lie tvelf,1yd _ Seasonally 1laWing S[rrant in, or adjaCeaL to, the wctLmd WR friWge wedand - 2 points _ prrshwdf" tidal wed - 2 points Map of trydropenads R,ichncss of i Soerleg (ire p +'S) Caroni the number ofplant species in the wetland that cave, at Ic3sl l0 IV. (different prirches ofthe came species Can be rofrtNite to mccf :1re SfU rhrelhallf} You der nM have to Rame the species. Do eat irn'fudc Euraa:on Miffoil. reed ra­'ygrass, purylt: 7uosestr fe, Cnrwditm Thisrla If you counted-, a 14 species pom 2 Ds: J{recics below if5'ou �1s( to., 5 - L4 gpecitc t5 < # iptcrt4 p Total forpa(tc_ -2- Wee Ind rams c>r number H 14. Inter=rsion ofhabimit (seep. 76) prtte ❑eeide ft*m the diagrams below wht &cr inimpmion betwoen Cowardin rrgctation classes (doscribcd in H 1.1), or the classes and vnvege[ated areas (can include open water or mudilafs) is high, medium, low-, or none. NOnC 0 l.ow *• I point h{odcrAc p 2 points Ink" '0'{ [riparian braided channels] High = 3 points NOTE: 1f you have four or mots classes m three vegetatiun dosses and *pert water tM rain � is alwa s •'hi h '_ k Is d Cpwrar�n etalion d85S4s It f.5. $�1cc.�S.Haht(at Fe:t[vrrs. (see: fi-') i Ci:rch rite iahrrnr,tear�rer feat areirresenr an via: �,:;Lird. ;'T�c nur,;hr- r.f�iec.� !s the rum hvr a(p3tr. is ��u pev int�:kr n�ir roiuir. n. igt, dowmcd. oody debris within Lhc v ctlard (14in, dia:nefz1 and h ft long). S [andings:zgs di:mrtct at (hc bonnnl > 4 inches) in 1;' wc!iand lindcnvt banks — prtseut for at least 6 6 f1 (2m) andJpr o-•erluu gill vzgetvticm t'xtcnd, a: le.ist 3-, ft ( {na) C,,i a stream (or ditch) ia, or rnntiFuous with the unit fi a! least 11 [2 (Loeb) - ._a_STable steep banks of fine material that might be used by beaerr or muskrat for dennhtg (>30degree slope) OR $pea of recent b c vcr activity are present (rw.. shrubs or rrees char have notyeF retreecd grex'brox•+i1 At least 'r: acro of rldn-star cd pcnistent vtgemtion or woody braoches arc p(esrirL in areas that are pcmtanently or scasonably irtuWAcd fsirucmres for egg laying by amphibians) ]nvasivt plants co%Tr lc s clan 25% of the wetland ara in cach stratum of plants I NOTE: The 20Ya sxmlf in early prinrings of the manor• i wi 1 4ge 78 is an errar_ H 1. TOTAL Scare • potential for ptoviding Ilabitat Add the rcores from W.1, H1.2. H"1.3. HI.4. 111.5 g Comments Welland F,ins.: FoR++- western t4'xshin(Fton 13 August 20M v.'ttland £tat�ng. Farm - acsrun Washington L4 AUStrst 1004 'ersion : version 2 s§ i� 5 SP �� 1 :L r' Y Y n n c ti y =• •.� 5ga'.- A ap�.� ^ v.r 5 W n JE g 3 3 0 m5''n .{�• n,r 4'G S ly v.V-�k 3xa��F off' on W, a ' W 3r a+ w S 4 �' �' L. c it a Z-r o QL Q. � `� �� Q � � 4 •'�' w F r; 7 LLF "c F Q G� C� K Sl F� ' '3 4o' n �°.' — o a D =s'i � a ro c• " G p G � ° � � 5 r '' a ^,o •o ,`', ' n S�`E�`�Q ����nnr�ra„'�5iy���F.o �?'t ��y��o �,�•�''S Sao n� �41���Q�n y 6�E°Rn�aSary���FN'a�?��`�������oa 51 C G G F'c{6cJa`.n3`'3MO•.�'ygg,n$a._cn�=.�5••v Y, x'qgq a iuR n n� �' a n ag.6a ^9, �.5�=��'�g �c �. C'f.ti c»����n$ �����0--2•�5n�5 `&�p.�o'�. y��p,n�^y�p�,qa°•,,�Oyn�'�a"y`<'S�o.�r�rc�wn�.�,G f���`"�ov,aT��v4 y Y Y.4 6 R (� M we Gbe y y � e �Q: 5 Y f: 'n ^ 71 ' ' ¢ P �,$ � 'S '^ N [^ si � D• S• VI ^ 7 '-CC N y " _- 5 v� P' S. 5 o R' d c o I�j+ .cNr,.� •- 'e• w S. ° b n ' T n �6 N q =• ti 3f x3 w�� A �`�.,`�r�'•�kM"'ro,o-%�ER�Y�'�n!K��R•�p=44�'� nQ �0�7 nv"1 CP3 0 � r£ ,oM1aC E S� c5" o a3pa �� p� W^ 4g �0.S I R�• g�S�� Ag��'"�' •% n n � �'��' Jo � G o� �ti � n 6 � ooa�c.�E'�n ou �K�n 7� o.N � a a � �, ,�•, '3 � fF 0. u w Y OQ � S• R Wetlard name or numbcr y Wetland .ume or n=bcz 11 2.4 Wttlatld,Land 3&j K,(rhaose the orxe desrny:iu,= of ehe landsat1w arw,w the wetfr d Mar 6esr f&s) (see la- 84) Thcfc are at least 3 onccr wetlands within V, miss, and the conngttions between tbca are relatively undisturbed (light l,raring between u•etlaads OK. as it Lake shore with some boating, but connections should NOT he bisected by paved rasa; fill, fields. or ether development- paints - 5 The wolond is Uke-fringe On a lake with little disiurbanec and there arc 3 cater lake fringe wetlands within Vi mile points - 5 There are at IcasT 3 other wetlands within ! mile, BlT1'the connections between tbt=*c disturbed ( Niou 1,37 Thc wetland is Lakc-fringe on a lake wish disturbance sod there art 3 other uke.Engc - wctland within ; mile points= 3 There is at (cast I wetland within `h milt. points= 2 Them are r o wetland: within g_ mile. points = 0 H 2. TOTAL Sccrc - opportunity for providing habitat % Add the scores rove N2 1.92.2 N2.9. N2-t TOTAL for 11 1 from gage 14 — Total Scorr for Habitat Functions - add the points for H 1, 112 and morel the result on .» — k3 1 WCitand Rating Form- vaAcm R•asltir.Ston t•CrszO i August 2004 CATECIti7RTXQN BASED ON SPECIAL CHARACTERISTICS Please determine ifthe wetland meets the at'trfbules described below and cirde the appropriate answers and Category. sat sgYhe ttrtfaud. Cmcle'(he Catcgary;>4�rtn rhe' �• - 5C I.0 Estuarine wellanda (seep. 841 DOCs the we[land unit onset the following crilt:63 for Fvu2tine wetlands' The dominant walcr regime is tidal, — Vegetated, and With a salinity greater than 0.5 ppt YES = Go to SC 1.1 NO SC 1.1 Is the wetland unit within a National VArtldlifc Refuge, National Park, National Fsluary Rewn-e, Natural Area Pttscrve. Statc Park or Educatirmal. Cat- I Emitontnental, or Scientific Reserve desigrrated under WAC 332-34.151? YES Categm I NO go to SC I,: SC 1-7 T: the wetland unit it least 1 acts in Si7r and meets at leasl two of the firllow me, dace aandihons I YF.S = Categor, I NO = C ;,tcgnry II Cat_ 1 — TIIC wetland is tuUi,-cly undisuubcd (ha, no d[ Aiig. ditching, fiVing. cat. 11 cultivation. gracing. and leas less dean 10% emer of nvn native pans sT,e ies. it the nanl-L'at vc Sparfirra sppr are tb:')', lk !:PCCizs that LO."tr r'.crc than lfp._; of die wetland, tkitn Lie •.vcdand should be given a dual i Dual l niing (L'I1) Thc arc-- of Spastina Would be rntcd a Category fl whil; [he rating; rdl lively unJiszurbw uppc, marsh wiL'i native sre;;ics s.ould Lc a Category 1. Do not, however, exclude the area of Spartina in determining the size threshold of I acre. -- At least'h of the landw^drd edge of the Wetland has a IOU t1 buffer of shrub, forest, or on -grazed of an-mtowcd grassland. — The wetland has at least 2 of the following features: tidal channels, depressions with open water, or mnugurws freshwater wetlands. tit'almid Rating Frmn •xetcm K'ashingeen tB ti'ti116r � August ;004 ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) e+r�t-WAr r t17F" Vr Y ♦ N ""' V�rJ 4 L'T'Ai v"G, 1'1VC. J.GWn,(,I, fM1'G11.l11Y/.J 11#3 rest Meeker Street Keiji, Washington 98032 (253) 859.0515 Protect Name)#: McCormick Date: 1_' 24Y -Q 9 lnv s i r: Data P int: P� Jurisdiction; King Co. State: WA Atypical Analysis: _ Problem Area: Dominant plant species f`—fo c-r f7�ASca ��• 4, S. b. 7, 8. 9. IN VEGETATION Stratum Indicagr Coverage % .0 % of species 013L, FACW and/or FAC: 4�tr Hydrophytic vegetation criteria met, a No -Marjna!___ Comments: SOILS Mapped Snail Series: Puyallup --_On Hydric Soils List?:� No Drainage Class-._._ well drained —_ Dept)i(0 in) Matrix color Redox concentration color TexEure Organic soil Histic epipedon , Hydrogen sui ide , gleyed , redox concentrations_, redox depletions._.-, pore linings concretions manganese concretions orgmik matter in sun face horizon (sandy soil) organic streaking (.sandy soils)_, organic porn (sandy soil) . Hydric soil criteria met: Y sN Basis: f._�`— Comments. HYDROLOGY iron Recorded data inundation saturation svaterruark drift lines_- sediment deposits _____, drainage patterns -- Wetland —hydrology criteria ntev Y s 10 Basis:. ✓go Comments SUABIAR Y OF CRITERIA Soil Temp. at 19.7" depth. Growing Season'•. Np Hydrophytic vegetation: N — Hydric soils: letland hydrology: Y Datapoint meets the criteria of a jurisdictional wetland?: Yes _� ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual,1997) -El'—'ALL rva�.�"��n1vD CONSULTING, PVC. 1103 West Meeker Street Dent, Washington 98032 () 859-015 Project Name/ :McCormick Date: / - x ` Investigator: Data Point; ri ig i Lion: Kin Co. A At ica! Anal si : Pr bl m AML- VEGE Dominant plant species Stratum Indicator Coverage % 2. 4. 6. R. �- I 10, �_ ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, SEWALL ALL WE l J.a FVD CONSClLl I1,vQ, ,1 C, 1103 West Meeker Street Kent, Washington 98032 �1 h (253) 859-0515 1 Project Name!# Mc_C m_u k Date: _ to mtigator; Data Point: juiisdiction., n te: WA Alypi,;al Analysis: Problem Arm VEGETATION Dominant plant species Stratum Indicator Coverage % 3. 4. G. - 7.- ............... 8. 9. % of species OBL, FACW and/or FAC: /4T __- Hydrophytic vegetation criteria mct: eelNo Marginal _ Comments: SOILS Mapped Soil Series:. - _ -_Puyallup On Hydric Soils List?: No Drainage Class: well drained Dopth(o m) Matrix color Redox concentration color Texture s ♦P Y# 2/� &in, /vy&.7/ 1 _[I1. Organic soil , Histic epipedotr. Hydrogen sulfrd(r , g1tyed __F redox concentrations_, redox depletions_-, pore linings__, iron concretions —, manganese concretions—, organic matter in surface horizon (sandy soil) organic streaking {sarufy soils}_, organic1"n (vondysoil) Hydric soil criteria met: s N Basis: e- C_ G '� 'E art • Comments: "HYDROLOGY Recorded data- , inundation. - saturation- ,ivatermarks drift fines sediment depayil. •__ �—, drainage patterns._..._...._. Wetland hydrology criteria met: 90N_Basis: _ Comments: SUMMAR Y OF CRITERIA Soil Temp. at 19.7" depth., Growing Seas r?: No IIydrophytic vegetatio Hydric soils: VVetla hydrology�N Data point meets the criteria of a jurisdictional wetland?: Q No ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delftreation Manual,1997) SEW ALA"a W FTLAP,D CONSULTTI G, HVC. 1103 West Meeker Street Merit, Washington 9803.2 (253) 859-051S m9 L�oect Nameli€: McCormick Date: r Y v ar; Point: Jurisdiction: King Co. WA Mdoal Problem Ar VEGF.TATION Dominant plant species Stratum indicator � Coverage % 2. �p�a`` 3 . /4 [f �j + f I f C: 00 -0- 4 4. S. 7. _ 9. _. % of species QBL, FACW anchor FAC: 5 6) __._.Hydrophytic vegetation criteria me . Y pNo r n Comments: SOILS Mapped Soil Series: l Un Hydric Soils List?- No Drainage Class: well drained pth(0 in) Matrix color Redox concentration color Texture in. ' 57Y 3in.. r in _in. _ Organic soil, Histic eRrpedan_, Hy*ogen sullf -__, gleyed__, redox concerrtradons�, redox depfetianspore linings _-, iron corrcretlons­--' marrbzurese corrcretiorns� organic nraiter in surface horizon (sandy soil) �, organic streaking (rwrdy soils) organic Flag (vandy soil)_. t Hydric soil criteria met: -Yes. o Basis: Continents: HYDROLOGY Recordeddata__, inundation—, saturation_-__ __,.,watermarks , drift lines—____, sediment dcposi0___ -, drainage Patterns------. Wetland hydrology criteria met; YrNN Basis: _ '' "J e - �0--c Comments SUMMARY OF CRITERIA, Soil Temp. at 19.7" depth: Growing Season?: No Hydrophytic vegetalio� Hydric soils: YF Wetland h ology: Yi Data point meets the crsterEa of a jurisdictional wetlan ':_.Yes i1Tp' ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) SE'1?riifw% Ti' 1 i i�a v �lda�iii� i r' ti, 1i v C,. 1103 best Meeker Street Kent, ltlasfiington 980.32 (2v) SoLOS15 Proiect Name!#: McCormick Date: `L I - O investigator: _ 1 P^ tm Data Point _ F.1.4rA; '.nn0 irinn ('A CiA?p' WA Atunic!At Amly4ti r Problem Area: VEGETATION Dominant plant species Stratum Indicator Coverage % 2. ,Av Six e 4. 6. ---- -- 7. 8. -- 9. t0. of species OBL, FACW and/or FAC:�P 4 '1 _Hydrophytic vegetation criteria nip, : No Marainal Comments: SOILS Mapped Soil Series: Puyallup On Hydric Soils List?: No _Drai�sage Class:well drained _ Depth(O in) Matrix color Recdox concentration color Texture d YA,.�--- u�. in Organic sod___, Histic epipedon Hydrogen sulfide_- gleyed , redox concentrations---, redax depletions ,pore linirrgs_, iron concretions J manganese concretions— -, orgwtic matter in surface horizon (sandy soil)_, organic streaking (sandy soils) organic purr (sandy soil)_--. 1 Hydric soil criteria met: Y, ems. & Basis: Conunents: HYDROLOGY Recorded data_, inundation_ —_, saturation tivatermarks_ drift linessediment deposits ____, drainage pattc}iris _____ Wetland hydrology criteria rnet: Y s Basis:.....--_-_ "` ^/AW Camments SUMMA R Y OF CRITERIA Soil Temp. at 19.7 depth,, Growing Season?- NQ �,� Hydrophytic vegetation Y Hydric soils: Y. land drology: ?�:.� Data point meets the cri eria of a jurisdictional wetland?:-Y ROUTINE WETLAND DurERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual,1997) SE WALL WEt. O Y'SULVives, INC 1103 West Meeker Street Kent, Washington 99032 (253) 899-0515 Pr t Nam #: Mc rmi k } ' Investigator. t '� +.11 Data Point: King Co. Slue _- W --Atypim1 Problem ,jurisdiction: �'GETATION Dominant plant species r� // Straturn Indiator Coverage % 24 - 4._ _. 6. —_ 7. 9 '1 % of species OBL, FACW and/or FAC; / l S` _.Hydrophytic vegetation criteria met Yea �No. Mar„ginal _ w Comments: SOILS Mapped Soil Series:. _ Puyallup On Hydric Soils Last?: No Drainage Class: well drained Dvpih(0 in) Matrix color &dox concentration color 1 exture Organic soil Histic epipedon Hydrogen sulfide gleyed , redox concentrations , redox depletions_, pore linings Won concretions manganese concretions_, orgm is mailer in stnface horizon (sandy soil) organic streaking (sandy soils)-, organic pan (satrdy soil) ; Hydric soil criteria met: No Basis; r- ., HYDROLOGY Recorded data_, inundation__ Y, saturation. watermarks—, drift lines sediment deposits—-, drainage Patterns i y. Wetland hydrology criteria met Y No Basis: Spa` Z SUMMARY OF CRITERIA Soil Temp. at 19.7" depth: Growing Sea� W-: No Hydrophytic vegetation:w Hydric soils:[1�( Wetland hydrology(3N Data point meets the criteria of a jurisdictional wetland?­:i'e _ ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual,1997) SEWA L 1'YL.%J L11.(�YL CONSULTING) INC. 1103 West Meeker Street Kent, Washington 98032 (W) 859-0515 Project Na 1#: McC rrr ick Da e: ' z I ` 0 6 „ Investi"ator.. To e- S 1� Data Point; uri icfi n: King Co.e: WA Atypiral An i : ProblgM Arew VEGETATION Dominant)lant species Stratum Indicator Coverage - 3. 4. 5. -- 7. 9. 14. % of species 013L, FACW and/or FAC: "" Cj _ Iiydrophytic vegetation criteria met: e NT Mar in l _ Comments: SOILS Mapped Soil Series:_ Ea d Gn Hydric Soils List?: No Drainage Class: well drained_ Depth(0 in) Matrix color Redox concentration color Texture u�. _in. Organic sail , Histic epipedon___, Hydrogen sulfide , gleyed _, redox concentrations) rerlox depletions_, pore Bring_, iron concretions_, nurngane•se concretions-, orgmiic nrarisr in surface horizon (wndy sod)_ organic streaking (sandy soils),i-�- organic pair (sandy soil) Hydric soil criteria rnet:_ &NO Basis. t-­�_—% C- ^, Comments:.— 7 HYDROLOGY Recorded data—, irRrrndcrrion ,saturation _ ,watermarks_ drift lines—_., sediment deposits , drainage patterrzs_� Wetland hydrology criteria rnet�ML— Basis: � r C _- Commeni S. SUMME R Y OF CRITERIA Soil Temp. at 19.7" depth:_ Growing Sea on?:. o. Hydrophytic vegetation Hydric sails Wetl d hydrology:l Data point meets the criteria of a. jurisdictional wetland?: No ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) J Wt2AA" W�t.EAZI vD taONJiJ ijt�YV, INC 1103 West Meeker Street Kent, Washington 98032�- (253) 859-0515 Project Name/A: McCormick I?ate: _ Inv i or: 7�, d,r� D to Point: Jurisdiction: King Co. State: _ WA Atypic AnPMblem Area: VEGETATION Dominant plant species Stratum Indicator Coverage % Le-- tf- t-b e ef ovct r-Al-C C—Ah0�- 9. 10 % of species OBL, FACW and/or FAC:�—Ilydrophytic vegetation criteria met�ginal _ Comments: SOILS Mapped Soil Series: Puyallup On Hydric Soils List?: No Drainage Class: well drained Depth(O in) Matrix color Redox concentration color Textu e in, In Organic sodf , Nistic eprpedon_ , Hydrogen sul rrde_., gleyed _, redox concentrations_, redoac depletions pore linings _, iron concretions rnanganese concretions , organic matter in .surface horizon (sandy soil) , organic streaking (sandy soils] organic pail (sandy soil) Hydric soil criteria met: N-Q Basis: 0 ?, `I Comments: HYDROLOGY Recorded ticrta_, inundation saturation ,j crtermprks ,drift lines sediment deposits._._.._._ _.., drainage Wetland hydrology criteria metf0—q'0K'1hQ .Basis:__ ___..,....._. Comments: SUMMAR Y OF CRITERIA Soil Temp. at 19,7" depth: Growing Season?; No Hydrophyt.ic vegetation: l V Hydric soils Y—N Wetl id llydrolog N Data point meets the criteria of a jurisdictions! wet and?: es NO ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) STWAT: i,-C Lf P,D CO3',S L-A,"N J, INC. 1103 West Meeker Sucet Kent, Washington 98032 (W) 80-0515 Proiect Name/#: McCormi k : ? - t l - 0 6 Investigator L)— I s - h Data P int J Jurisdiction: King Co. WA AWid Mdysic Problm Am: VL'GETA7TON Dominant lant species Stratum Indicator Coverage % ��5 1. �.,��s SAC _ 3. 4. --- 6. a TABLE M-1 EQUIVALENCE BETWEEN SOIL TYPES CLASSIFIED BY U.S. SOIL ComarmAnoN SERVICE AND KONG COUNTY RUNOFF T1I411E SERIES SCS Soil Type SCS Hydrologic Soil Group KCRTS Sell Group Notes Alderwood CAgB, A C, A D, C Till Arents, Alderwood Material(Amp, 24nQ C Till Arents, Everett Material An B Outwash 1 Beausite (BeC, Bel), BeE C Till 2 Bellin Bb D Till 3 Briscot r D Till 3 Buckle (Bu) D Till 4 Earlmont Ea D Till 3 Ed ewick Ed C Till 3 Everett EvB EvC EvD, EwQ A/B Outwash 1 Indianola InC, h A, InD A Outwash 1 Kitsa . K B, K C, K D C Till Klaus C Outwash 1 Neilton (Neq A Outwash I Newb ) B Till 3 Noolrsack C Till 3 Norma o D Till 3 Orcas Or D Wetland Oridia (Os D Till 3 Ovail OvC, OvD, Ov C Till 2 Pilchuck (PE) C Till 3 Puget Pu D Till 3 Puyallup(P B Till 3 Raguar (RaC, RaD, RaC, RaE B Outwash 1 Renton Re D Till 3 Salal (Sa) C Till 3 Sammamish Sh D Till 3 Seattle Sk D Wetland Shalcar Sm D Till 3 St tin C Till 3 Snohomish (So, Sr D Till 3 c Sultan (Su C Till 3 Tukwila Tu D Till 3 Woodinville (Wo) D Till 3 Rey to Notes: 1. Where outwash soils are saturated or underlain at shallow depth (<5 feet) by glacial till, they should be treated as till soils. 2_ These are bedrock soils, but calibration of HSP]F (Hydrological Simulation Progran—Fortran) by King County Surface Water Management shows bedrock soils to have similar hydrologic response to till soils. 3. These are alluvial soils, some of which are underlain by glacial till or have a seasonally high water' table. In the absence of detailed study, these soils should be treated as till soils. 4. Buckley soils are formed on the Iow permeability Osceola mudflow. Hydrologic response is assumed to be similar to that for till soils. December 15, 1995 CoKCRTS User's Guide 121-1-5 range from 2 to about 50 acres in size. Slopes are less than 2 percent and are slightly convex, Representative profile of Puyallup fine sandy loam, in pasture, 1,030 feet east and 1,000 feet north of center of sec. 21, T. 21 N., R. 5 R.: All--O to 8 inches, very dark grayish -brown (10YR 3/2) fine sandy loam, brown (IOYR 3/3) dry; weak, fine, granular structure; soft, very friable, nonsticky, nonplastic; many roots; neutral; clear, smooth boundary. 6 to 10 inches thick. Al2--8 to 14 inches, very dark grayish -brown (IOYR 3/2) very fine sandy loam, brown (IOYR 5/3) dry; moderate, medium and coarse, granular structure; soft, very friable, slightly sticky, slightly plastic; many roots; neutral; abrupt, smooth boundary. 4 to 8 inches thick. C1--14 to 34 inches, dark grayish -brown (IOYR 4/2) very fine sandy loam, brown (IOYR 5/3) dry; weak, medium, platy structure; slightly hard, very friable, slightly sticky, slightly plas- tic; many roots; slightly acid; abrupt, wavy boundary. 18 to 24 inches thick. C2--34 to 45 inches, very dark grayish -brown and dark grayish -brown, (10YR 4/2 and 3/2) medium sand, grayish brown (10YR 5/2) dry; single grain; loose, nonsticky, nonplastic; plentiful roots; neutral; gradual, smooth boundary. 9 to 13 inches thick. C3--45 to 51 inches, dark -brown (10YR 3/3) loamy sand, brown (IOYR 5/3) dry; massive; soft, very friable, nonsticky, nonplastic; few roots; slightly acid. 4 to 7 inches thick. C4--51 to 60 inches, dark grayish -brown (2.5Y 4/2) sand, dark gray and gray (10YR 4/1 and 6/1) dry; single grain, loose, nonsticky, nonplas- tic; few roots; neutral. The A horizon ranges from very dark grayish brown to very dark brown and from fine sandy loam to very fine sandy loam and silt loam. The C horizon ranges from very dark grayish brown to olive brown. The upper part of the C horizon is dominantly very fine sandy loam. Commonly layers of sand, fine sand, and loamy fine sand are in the lower part of the C horizon. Mottles occur below a depth of 30 to 40 inches in places. Some areas are up.to 15 percent inclusions of Briscot, Newberg, Nooksack, 0ridia, and Renton soils; and some are up to 10 percent the poorly drained Woodinville and Puget soils. Permeability is moderately rapid. The effective rooting depth is 60 inches or more. The seasonal water table is at a depth of 4 to 5 feet. Available water capacity is moderately high. Runoff is slow, and the erosion hazard is slight. Stream overflow is a slight to severe hazard, depending on the amount of flood protection provided. This soil is used for row crops and pasture and for urban development. Capability unit IIw-1; wood- land group 2ol. Ragnar Series The Ragnar series is made up of well -drained, gently sloping to strongly rolling soils on dissec- ted glacial outwash terraces. The vegetation is mostly conifers. Slopes are 2 to 25 percent. The -annual -precipitation is 35 -to65- inches, and the mean annual air Zemperature is about 5Q° F. The frost -free season is ISO to 210 days. Elevation ranges from 300 to 1,000 feet. In a representative profile, very dark grayish - brown, dark yellowish -brown, and yellowish -brown fire sandy loam extends to a depth of about 27 inches. The substratum is olive -brown loamy sand. It extends to a depth of 60 inches or more. Ragnar soils are used for timber and for urban development. Eagnar fine sandy loam, 6 to 15 percent slopes (RaC).--This undulating to rolling soil is on glacial terraces. It is in irregularly shaped tracts that range from 5 to more than 300 acres in size. Representative profile of Ragnar fine sandy loam, 6 to 15 percent slopes, in forest, 300 feet north and 230 feet east of the center of sec. 3, T. 21 N., R. 5 E.: 01--1 1/2 inches to 0, black (10YR 2/1) leaves and twigs; abundant roots; abrupt, smooth bound- ary. 1 to 2 inches thick. Ai--0 to 4 inches, very dark grayish -brown (IOYR 3/2) and very dark -gray (10YR 3/1) fine sandy loam, grayish brown (10YR 5/2) dry; massive; slightly hard, very friable, nonsticky, non - plastic; many roots; medium acid; abrupt, wavy boundary. 3 to 9 inches thick. B21--4 to 17 inches, dark yellowish -brown (10YR 4/4) and yellowish -brown (IOYR 5/6) fine sandy loam, brown (10YR 5/3) dry; massive; slightly hard, very friable, nonsticky, nonplastic; many roots; medium acid; clear, smooth boundary. 5 to 13 inches thick. B22--17 to 27 inches, yellowish -brown (10YR 5/4) fine sandy loam, brown (IGYR 5/3) dry; massive; slightly hard, very friable, nonsticky, non - plastic; common roots; medium acid; clear, smooth boundary. 6 to 12 inches thick. IIC--27 to 60 inches, olive -brown (2.5Y 4/4) loamy sand, yellowish brown (10YR 5/4) dry; massive; soft, very friable, nonsticky, nonplastic; very few roots; medium acid. Material similar to this horizon extends downward many feet and has numerous, very thick silty layers. The A horizon ranges from black to very dark grayish brown. The B horizon is sandy loam and fine sandy loam that is dark yellowish brown to brown. The IIC horizon, below a depth of 20 inches, is very dark grayish brown to olive brawn. Lenses of loam and silt loam occur below a depth of 36 to 40 inches in many places. Any one horizon can be as much as 15 percent gravel. 25 are 0 to I percent. The annual precipitation is 35 to 55 inches, and the mean annual air temperature is about SOO F. The frost -Tree season is about 190 days. Elevations range from 10 to 650 feet. In a representative profile, the soil is domi- nantly mottled dark grayish -brown and grayish -brown silty clay loam to a depth of about 45 inches. The substratum is gray silty clay that extends to a depth of 60 inches or more. Puget soils are used for row crops and pasture. Puget silty clay loam (Pu).--Puget soils are in nearly round or elongated tracts that range from 3 to 110 acres in size. Slopes are less than 1 per- cent. Representative profile of Puget silty clay loam, in pasture, 800 feet east of the west quarter corner of sec. 21, T. 25 N., R. 7 E.: All--O to I inch, very dark grayish -brown (2.5Y 3/2) silt loam, grayish brown (10YR 5/2) dry; mod- erate, thin, platy structure; hard, firm, slightly sticky, slightly plastic, many roots; medium acid; abrupt, smooth boundary. 1 to 2 inches thick. Al2--1 to 7 inches, dark grayish -brown (2.5Y 4/2) silty clay loam, light gray (5Y 7/2) dry; common, fine, prominent, dark -brown (7.5YR 4/4) mottles; moderate, very coarse, prismatic structure; hard, firm, sticky, plastic; many roots; medium acid; clear, smooth boundary. 5 to 7 inches thick. B21g--7 to 17 inches, dark grayish -brown (2.5Y 4/2) silty clay loam, light gray (2.5Y 7/2) dry; common, medium, prominent, strong -brown (7.5YR 5/6, 5/8) mottles; moderate, medium, prismatic structure; hard, firm, sticky, plastic; many roots; slightly acid; clear, smooth boundary. 5 to 12 inches thick. B22g--17 to 25 inches, grayish -brown (2.5Y 5/2) silty clay loam, light olive gray (5Y 6/2) dry; many, medium, prominent, yellowish -red (5YR 5/8, 4/8) mottles; strong, very coarse, pris- matic structure; very hard, firm, sticky, plastic; common roots; slightly acid; abrupt, smooth boundary. 6 to 12 inches thick. B23g--25 to 26 1/2 inches, dark -gray (5Y 4/1) medium sand, light grayish brown (2.5Y 6/2) dry; few, medium, prominent, yellowish -red (5YR 5/8) mottles; single grain; loose, nonsticky, non - plastic; few roots; slightly acid; abrupt, smooth boundary. I to 2 inches thick. B24g--26 1/2 to 31 inches, grayish -brown (2.5Y 5/2) silty clay loam, light gray (5Y 7/2) dry; many, medium, prominent, yellowish -brown (10YR 3/6) mottles; moderate, medium, angular blocky structure; hard, firm, sticky, plastic; few roots; medium acid; abrupt, wavy boundary. 3 to 6 inches thick. B25g--31 to 40 inches, grayish -brown (2.5Y 5/2) silty clay loam, light gray (5Y 7/1) dry; com- mon, fine, prominent, yellow, brownish -yellow (IOYR 7/6, 6/6), and strong -brown (7.5YR 5/8) 24 mottles; strong, very coarse, prismatic struc- ture; hard, firm, sticky, plastic; few roots; medium acid; clear, smooth boundary. 8 to 10 inches thick. C1g--40 to 45 inches, greenish -gray (5GY 5/1) silty clay loam, light gray (5Y 7/1) dry; common, fine, prominent, strong -brown (7.5YR 5/6) mottles; massive; hard, firm, sticky, plastic; medium acid; clear, smooth boundary. 4 to 6 inches thick. C2g--45 to 60 inches, gray (5Y 5/1) silty clay, light gray (5Y 7/1) dry; few, medium, promi- nent, yellowish -red (5YR 4/8, 5/8) mottles, yellowish brown (10YR 5/8) dry; and common, medium, distinct, light olive -brown (2.5Y 5/4) mottles, light yellowish brown (2.5Y 6/4) dry; massive; very hard, firm, sticky, plastic; medium acid. The A horizon ranges from silty clay loam to silt loam. The B Horizon is dominantly silty clay loam stratified with silt loam, silty clay, and fine sand. Some areas mapped are up to 10 percent inclusions of Woodinville and Snohomish soils. Permeability is slow. The seasonal high water table is at or near the surface. In drained areas, roots penetrate with difficulty to a depth of 60 inches or more. in undrained areas the effective rooting depth is restricted. The available water capacity is high. Runoff is slow to ponded, and the erosion hazard is slight. Stream overflow is a se- vere hazard. This soil is used for row crops and pasture. Capability unit IIIw-2; woodland group 3w2. Puyallup Series The Puyallup series is made up of well -drained soils that formed in alluvium, under grass, hard- woods, and conifers. These soils are on the natural levees adjacent to streams in the river valleys. Slopes are 0 to 2 percent. The annual precipitation is 35 to 60 inches, and the mean annual air temper- ature is about 50' F. The frost -free season ranges from 160 to 200 days. Elevation ranges from 20 to 500 feet. In a representative profile, very dark grayish - brown and dark grayish -brown fine sandy loam and very fine sandy loam extend to a depth of about 34 inches. The substratum, at a depth of 60 inches or more, is very dark grayish -brown, dark grayish - brown, and dark -brown medium sand, loamy sand, and sand. Puyallup soils are -used mostly for row crops and pasture. They are among the soils that are well suited to farming. Urban development is occurring in many areas. Puyallup fine sandy loam (Py).--This nearly level soil is on natural levees in the valley bottoms. Areas are long and narrow or somewhat rounded and AREA, -VVASHINGTI,�N (PF1\TTC?1IT QUADRANGLE) 10, 1680000 FEET 112200 7f3 1 413Sd 5bil. APBe .E B . u v T illr �� r u u ,II .B uBNI gl °3 3 424 • ° FEET •406A9 C AgC _ AkF�° BM 7 ewo0 Ma :I ; `Yi,. ,YSo EV B . AkF ` RhAkF i t G: -� i• °a PY - i _ o• Pc n I C M` • _r o �j 0 4 ti 0 4 Ma >. a� �,• la 6 pig I �• ,Py bi o/• = 16 {� IItO I° •!r Elliot PC• ? IL AkF I « e �iF. :rlq i Or AgC 'l` AkF Park �P Py t 1 , EvG AgC AgQ AkF BM ERL Agc Agi] I J!I AgC I A-D _ nkp Bps o )I ! � � `• I _ 128 �It% AgBkti. \ 41n�' I AgB 1 — Pr;NE— AgC Y 7-7 492 70 No F30URE 19P-2. Rx, NFALL REGIONS AND SCALE FACTORS ST 1.0i ST1.0 LA®.8 LA9.9 LA1.0 LA1.2 ST 1.1 /NOHOM1aH COUNTY jj ST 1.0 RainfaH Regions and Regional Scale Fact o ; Incorporated Area .,c4o River/Lake Major Road IH-4 KCRTS User's Guide 9 ©MM S71.0o / LA 0.8 LA 0.9 LA 1.0 r� a i KLVNNM LANOSBUR 0 ip 8 December 15, 1995 LA 1.2 Flcw Frequency Analysis Time Series File:rdout-pond.tsr Project Location:Sea-Tac ---Annual Peak Flow Rates--- -----Flow Frequency Analysis------- FlowRate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) (ft) Period 0.460 2 2/09/01 18:30 2.14 12.23 1 100.00 0.990 0.114 7 12/29/01 8:30 0.460 12.00 2 25.00 0.960 0.364 4 3/06/03 _9:15 0.413 11.26 3 10.00 0.900 0.106 8 8/26/04 4:45 0.364 10.59 4 5.00 0.800 0.223 6 1/05/05 13:00 0.354 10.47 5 3.00 0.667 0.354 5 1/18/06 20:30 0.223 9.31 6 2.00 0.500 0.413 3 11/24/06 5:30 0.114 8.52 7 1.30 0.231 2.14 1 1/09/08 9:30 0.106 7.37 8 1.10 0.091 Computed Peaks 1.58 1-2.18 50.00 0.980 0.250 62 0.025 99.707 0.293 0.293E-02 0.263 54 0.022 99.729 0.271 0.271E-02 0.276 54 0.022 99.751 0.249 0.249E-02 0.289 52 0.021 99.773 0.227 0.227E-02 0.302 63 0.026 99.798 0.202 0.202E-02 0.314 80 0.033 99.831 0.169 0.169E-02 0.327 70 0.029 99.859 0.141 0.141E-02 0.340 61 0.025 99.884 0.116 0.116E-02 0.353 31 0.013 99.897 0.103 0.103E-02 0.366 38 0.015 99.912 0.088 0.877E-03 0.379 55 0.022 99.935 0.065 0.652E-03 0.391 46 0.019 99.954 0.046 0.465E-03 0.404 29 0.012 99.965 0.035 0.347E-03 0.417 27 0.011 99.976 0.024 0.236E-03 0.430 14 0.006 99.982 0.018 0.179E-03 0.443 19 0.008 99.990 0.010 0.102E-03 0.456 20 0.008 99.998 0.002 0.204E-04 Discharge Volume Discharge Volume from Time Series rdout-pond.tsf between 10/01/00 00:00 and 10/30/00 23:59 112551. Cu-Ft or 2.584 Ac-Ft in 30.0 days 13.00 13.00 99567. 2.286 9.060 0.00 15323, 13.10 13.10 101107. 2.321 9.480 0.00 15472. 13.20 13.20 102661. 2.357 9.890 0.00 15622. 13.30 13.30 104231. 2.393 10.270 0.00 15773. 13.40 13.40 105816. 2.429 10.640 0.00 15925. 13.50 13.30 107416. 2.466 11.000 0.00 16077. 13.60 13.60 109031. 2.503 11.350 0.00 16230. 13.70 13.70 110662. 2.540 11.680 0.00 16384. 13.80 13.80 112308. 2.578 12.010 0.00 16538. Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu-Ft) (Ac-Ft) 1 6.71 ******* 0.63 12.03 12.03 85363. 1.960 2 2.14 0.46 0.46 11.23 11.23 74748. 1.716 3 2.99 ******* 0.41 10.55 10.55 66328. 1.523 4 4.65 ******* 0.37 10.05 10.05 60523. 1.389 5 2.57 *x***** 0.34 9.61 9.61 55710. 1.279 6 2.71 ******* 0.21 8.55 8.55 45094. 1.035 7 1.53 ******* 0.13 8.35 8.35 43248. 0.993 8 1.72 ******* 0.09 6.86 6.86 30848. 0.708 ---------------------------------- Route Time Series through Facility Inflow Time Series File:dev.tsf Outflow Time Series File:rdout-POND Inflow/Outflow Analysis Peak Inflow Discharge: 6.71 CFS at 6:30 on Jan 9 in Year 8 Peak Outflow Discharge: 0.631 CFS at 11:15 on Jan 9 in Year 8 Peak Reservoir Stage: 12.03 Ft Peak Reservoir Elev: 12.03 Ft Peak Reservoir Storage: 85363. Cu-Ft . 1.960 Ac-Ft Flow Duration from Time Series File:rdout-pond.tsf Cutoff Count Frequency CDF Exceedence_Probability CFS % % % 0.007 141730 57.783 57.783 42.217 0.422E+00 0.019 14497 5.910 63.693 36.307 0.363E+00 0.032 17165 6.998 70.691 29.309 0.293E+00 0.045 16182 6.597 77.289 22.711 0.227E+00 0.058 17637 7.191 84.479 15.521 0.155E+00 0.071 16283 6.639 91.118 8.882 0.888E-01 0.084 9246 3.770 94.B87 5.113 0.511E-01 0.096 9194 3.748 98.636 1.364 0.136E-01 0.109 1445 0.589 99.225 0.775 0.775E-02 0.122 155 0.063 99.288 0.712 0.712E-02 0.135 178 0.073 99.361 0.639 0.639E-02 0.148 135 0.055 99.416 0.584 0.584E-02 0.160 91 0.037 99.453 0.547 0.547E-02 0.173 81 0.033 99.486 0.514 0.514E-02 0.186 54 0.022 99.508 0.492 0.492E-02 0.199 134 0.055 99.563 0.437 0.437E-02 0.212 130 0.053 99.616 0.384 0.384E-02 0.225 82 0.033 99.649 0.351 0.351E-02 0.237 81 0.033 99.682 0.318 0.318E-02 4.16 4.16 14084. 0.323 0.069 0.00 4955. 4.36 4.36 15092. 0.346 0.071 0.00 5128. 4.57 4.57 16188. 0.372 0.073 0.00 5312. 4.77 4.77 17268. 0.396 0.074 0.00 5490. 4.97 4.97 18384. 0.422 0.076 0.00 5671. 5.18 5.18 19596. 0.450 0.077 0.00 5864. 5.38 5.38 20787. 0.477 0.079 0.00 6051. 5.58 5.58 22016. 0.505 0.080 0.00 6241, 5.79 5.79 23348. 0.536 0.082 0.00 6444. 5.99 5.99 24657. 0.566 0.083 0.00 6640. 6.20 6.20 26073. 0.599 0.085 0.00 6848. 6.40 6.40 27463. 0.630 0.086 0.00 7050. 6.60 6.60 28693. 0.663 0.087 0.00 7255. 6.81 6.81 30439. 0.699 0.089 0.00 7473. 7.01 7.01 31955. 0.734 0.090 0.00 7683. 7.21 7.21 33513. 0.769 0.091 0.00 7896. 7.42 7.42 33195. 0.808 0.093 0.00 8124. 7.62 7.62 36841. 0.846 0.094 0.00 8343. 7.82 7.82 38532. 0.885 0.095 0.00 8565. 8.03 8.03 40356. 0.926 0.096 0.00 8801. 8.23 8.23 42139. 0.967 0.098 0.00 9030. 8.26 8.26 42410. 0.974 0.100 0.00 9064. 8.29 8.29 42682. 0.980 0.105 0.00 9099. 8.31 8.31 42865. 0.984 0.115 0.00 9122. 8.34 8.34 43139. 0.990 0.128 0.00 9156. 8.37 8.37 43414. 0.997 0.144 0.00 9191. 8.40 8.40 43690. 1.003 0.163 0.00 9226. 8.43 8.43 43968. 1.009 0.186 0.00 9260. 8.45 8.45 44153. 1.014 0.193 0.00 9284. 8.48 8.48 44432. 1.020 0.199 0.00 9319. 8.69 8.69 46415, 1.066 0.234 0.00 9565. 8.89 8.89 48351. 1.110 0.262 0.00 9803. 9.09 9.09 50336. 1.156 0.286 0.00 10043. 9.30 9.30 52472. 1.205 0.308 0.00 10299. 9.50 9.50 54556. 1.252 0.328 0.00 10545. 9.70 9.70 56690. 1.301 0.346 0.00 10794. 9.91 9.91 58985. 1.354 0.363 0.00 11059. 10.11 10.11 61222. 1.405 0.379 0.00 11314. 10.31 10.31 63510. 1.458 0.395 0.00 11572. 10.52 10.52 65969. 1.514 0.409 0.00 11846. 10.72 10.72 68365. 1.569 0.423 0.00 12110. 10.92 10.92 70814. 1.626 0.437 0.00 12377. 11.13 11.13 73442. 1.686 0.450 0.00 12660. 11.33 11.33 76002. 1.745 0.463 0.00 12933. 11.53 11.53 78616. 1.805 0.475 0.00 13209. 11.74 11.74 81420. 1.869 0.487 0.00 13501, 11.94 11.94 84149. 1.932 0.498 0.00 13782. 12.00 12.00 84978. 1.951 0.502 0.00 13868. 12.10 12.10 86372. 1.983 0.969 0.00 14010. 12.20 12.20 87780. 2.015 1.820 0.00 14153. 12.30 12.30 89202. 2.048 2.920 0.00 14296. 12.40 12.40 90639. 2.081 4.220 0.00 14441. 12.50 12.50 92091. 2.114 5.690 0.00 14586. 12.60 12.60 93557. 2.148 7.130 0.00 14732. 12.70 12.70 95037. 2.182 7.660 0.00 14878. 12.80 12.80 96532. 2.216 8.160 0.00 15026. 12.90 12.90 98042. 2.251 8.620 0.00 15174. Retention/Detention Facility Type of Facility: Detention Pond Side Slope: 3.00 H:1V Pond Bottom Length: 57.00 ft Pond Bottom Width: 35.50 ft Pond Bottom Area: 2024. sq. ft Top Area at 1 ft. F3: 15323. sq. ft 0.352 acres Effective Storage Depth: 12.00 ft Stage 0 Elevation: 0.00 ft Storage Volume: 84978. cu. ft 1.951 ac-ft Riser Head: 12.00 ft Riser Diameter: 18.00 inches Number of orifices: 2 Full Head Pipe Orifice # Height Diameter Discharge Diameter (ft) (in) (CFS) (in) 1 0.00 1.12 0.118 2 8.23 2.70 0.384 6.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation Surf Area (ft) (ft) (cu. ft) (ac-ft) (cfs) (cfs) (sq, ft) 0.00 0.00 0. 0.000 0.000 0.00 2023. 0.01 0.01 20. 0.000 0.004 0.00 2029. 0.02 0.02 41. 0.001 0.005 0.00 2035. 0.04 0.04 81. 0.002 0.006 0.00 2046, 0.05 0.05 102. 0.002 0.007 0.00 2051. 0.06 0.06 122. 0,003 0.008 0.00 2057. 0.07 0.07 143. 0.003 0.009 0,00 2063. 0.08 0.08 164. 0.004 0.010 0.00 2068. 0.09 0.09 184. 0.004 0.010 0.00 2074. 0.30 0.30 632, 0.015 0.019 0.00 2193. 0.50 0.50 1083. 0.025 0.024 0.00 2310. 0.70 0.70 1557. 0.036 0.029 0.00 2430. 0.91 0.91 2060. 0.048 0.032 0.00 2558. 1.11 1.11 2604. 0.060 0.036 0.00 2684. 1.31 1.31 3154. 0.072 0.039 0.00 2812. 1.52 1.52 3759. 0.086 0.042 0.00 2950. 1.72 1.72 4362. O.100 0.045 0.00 3085. 1.92 1.92 4993. 0.115 0.047 0.00 3222. 2.13 2.13 5685. 0.131 0.050 0.00 3369. 2.33 2.33 6373. 0.146 0.052 0.00 3512. 2.33 2.53 7090. 0.163 0.054 0.00 3658, 2.74 2.74 7875. 0.181 0.056 0.00 3814. 2.94 2.94 8653. 0.199 0,058 0.00 3966. 3.14 3.14 9461. 0.217 0.060 0.00 4121. 3.35 3.35 10344. 0.237 0.062 0.00 4287. 3.55 3.55 11217. 0.258 0.064 0.00 4447. 3.75 3.75 12123. 0.278 0.066 0.00 3.96 3.96 13110. 0.301 0.066 0.00 4786. Flow Frequency Analysis Time Series File:dev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- -----Flow Frequency Analysis------- FlowRate Rank Time of Peak - - Peaks - - Rank Return P-ob (CFS) (CFS) Period 2.14 6 8/27/01 18:00 6.71 1 100.00 0.990 1.53 8 1/05/02 15:00 4.65 2 25.00 0.960 4.65 2 12/08/02 17:15 2.99 3 10.00 C.900 1.72 7 8/23/04 14:30 2.71 4 5.00 0.B00 2.71 4 11/17/04 5:0C 2.57 5 3.00 0.667 2.57 5 10/27/05 10:45 2.14 6 2.00 0.500 2.99 3 10/25/06 22:45 1.72 7 1.30 0.231 6.71 1 1/09/08 6:30 1.53 8 1.10 0.091 Computed Peaks 6.02 50.00 0.980 Flow Frequency Analysis Time Series File:pre-dev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 0.460 2 2/09/01 18:00 0.125 7 1/06/02 3:00 0.341 4 2/28/03 3:00 0.012 8 3/24/04 20:00 0.203 6 1/05/05 8:00 0.354 3 1/16/06 21:00 0.298 5 11/24/06 4:00 0.589 1 1/09/08 9:00 Computed Peaks -----Flow Frequency Analysis------- - - Peaks - - Rank Return Prob {CFS) Period 0.589 1 100.00 0.990 0.460 2 25.00 0.960 0.354 3 10.00 0.900 0.341 4 5.00 0.800 0.298 5 3.00 0.667 0.203 6 2.00 0.500 0.125 7 1.30 0.231 0.012 8 1.10 0.091 0.546 50.00 0.980 0i093.eric 5 Route Time series 0 Return to Main menu [T] Enter the Analysis TOOLS Module [D] Compute Flow DURATION and EXceedence rdout-vault.tsf target.dur F F 36 0.120000E-01 0.101500 [R] RETURN to Previous Menu [F] Size a Retention/Detention FACILITY Manual Design VAULT.rdf 5 Route Time series 0 Return to Main Menu [F] size a Retention/Detention FACILITY Manual Design VAULT.rdf 5 Route Time Series 0 Return to Main Menu [X] eXit KCRTS Program Page 2 07093.exc KCRTS Program -File Directory: C:\KC_SWDM\KC_DATA\ [C] CREATE a new Time Series ST 7.30 0.00 0,000000 Till Forest 0.00 0.00 0.000000 Till Pasture 0.00 0.00 0.000000 Till Grass 0.00 0.00 0.000000 Outwash Forest 0.00 0.00 0.000000 Outwash Pasture 0.00 0.00 0.000000 Outwash Grass 0.00 0.00 0.000000 wetland 0.00 0.00 0.000000 Impervious pre-dev.tsf T 1.00000 T [T] Enter the Analysis TOOLS Module [P] Compute PEAKS and Flow Frequencies pre-dev.tsf pre-dev.pks [R] RETURN to Previous Menu [C] CREATE a new Time Series ST 0.00 0.00 0.000000 Till Forest 0.00 0.00 0.000000 Till Pasture 2.82 0.00 0.000000 Till Grass 0.00 0.00 0.000000 Outwash Forest 0.00 0.00 0.000000 Outwash Pasture 0.00 0.00 0.000000 Outwash Grass 0.00 0.00 0.000000 wetland 4.48 0.00 0.000000 Impervious dev. tsf T 1.00000 F [T] Enter the Analysis TOOLS Module [P] Compute PEAKS and Flow Frequencies dev.tsf dev.pks [D] Compute Flow DURATION and Exceedence pre_dev.tsf target.dur F F 36 0.127000E-01 0.101500 [R] RETURN to Previous Menu [F] Size a Retention/Detention FACILITY Manual Design ROND.rdf 5 Route Time series 0 Return to Main Menu [F] Size a Retention/Detention FACILITY Manual Design POND.rdf 5 Route Time series 0 Return to Main Menu [T] Enter the Analysis TOOLS Module [R] RETURN to Previous Menu [F] size a Retention/Detention FACILITY Manual Design VAULT.rdf Page F7"N reliminary Pond Sizing Calculations Prepared For: Mr. Robert McCo='ck 161 Mapleway Road Selah, WA 98942 Phone: (509) 945-2219 Fax: (509) 248-6161 Prepared By. - Pacific Engineering Design, LLC 15445 53rd Avenue S., Suite 100 Seattle, WA 98188 Phone: (206) 431-7970 Fax: (206) 388-1648 April 14 2008 FED Job No. 0709.E a�� Page 1 of 1 ' .' # TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst VG intersection site access/SR 169 Agency/Co. Jurisdiction Date Performed 3123/2008 Analysis Year 2010 With Pia ect Analysis Time Period PM Peak Project Description McCormick Plat EastlWest Street: NorthiSouth Street: Intersection Orientation: East-West IStudy Period hrs : 1.00 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 1326 21 3 537 0 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 1395 22 3 1 565 0 Percent Heavy Vehicles 0 -- -- 2 Median Type Two Way Left Turn Lane RT Channelized 0 0 Lanes 0 2 0 1 2 0 Configuration T TR L T U stream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume 8 0 6 0 0 0 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 8 1 0 6 0 1 0 1 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 Channelized 00 [anes 0 0 0 0 0 0 nfiguration LR la Queue Len th and Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LR (vph) 3 14 (m) (vph) 477 245 c l 0.01 0.06 5% queue length 0.02 0.18 ontrol Delay 12.6 20.6 LOS B C Approach Delay -- -- 20.6 Approach LOS -- -- C HCS200OTM Copyright V 2000 University of Florida, All Rights Reserved Version 4.1c file://C:IDOCUME—I\Owner\LOCALS—I\Temp\ZLJVIRNC.htm 3/23/2008 Page 1 of l F' TWO-WAY STOP CONTROL SUMMARY General Information[Site Information nal st VG enc /Co. Date Performed 3/23/2008 nal sis Time Period PM Peak access/SR 169 0 Without Proie Project Description McCormick Plat East/West Street; North/South Street: Intersection Orientation: East-West[Study Period hrs : 1.00 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 1326 13 2 537 0 Peak -Hour Factor, PH 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 1395 13 2 565 0 Percent Heavy Vehicles 0 — -- 2 -- -- Median Type Two Way Len Tum Lane RT Channelized 0 0 Lanes 0 2 0 1 2 0 ontiguration T TR L T U stream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume 5 0 4 0 0 0 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly_Flow Rate, H F R 5 0 4 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Configuration L LR (vph) 2 9 1Lane (m)(vph) 481 249 !c 0.00 0.04 5% queue length 0,01 0.11 Control Delay 12.5 20.0 LOS B C Approach Delay -- — 20.0 pproach LOS -- — C HCS200OTM Copyright C 2000 University of Florida, All Rights Resorved version 4.Ic file://C:IDOCUME-11Owner\LOCALS-11Temp15Y365JVP.htm 3/23/2008 Page 1 of 1 ., ,w 1, TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst VG Intersection site access/SR 169 Agency/Co. Jurisdiction Date Performed 3/23/2008 Analysis Year 2008 Analysis Time Period PM Peak Project Description McCormick Plat East/West Street: North/South Street: Intersection Orientation: Fast -West IStudy Period hrs : 1_00 Vehicle Volumes and Ad-ustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 1297 13 2 521 0 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 U95 Hourly Flow Rate, HFR 0 1 1365 13 2 1 548 0 Percent Heavy Vehicles 0 -- -- 2 -- -- Median Type Two Way Left Turn Lane RT Channelized 0 0 Lanes 0 2 0 1 2 0 onfiguration T TR L T Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume 5 0 4 0 0 0 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 5 0 1 4 0 0 0 ercent Heavy Vehicles 0 0 0 0 1 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR ellay, Queue Length. and Level of Service pproach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LR (vph) 2 9 (m)(vph) 493 256 Vic 0.00 0.04 5% queue length 0.01 0.11 Control Delay 12.3 19.6 LOS B C Approach Delay -- — 19.6 pproach LOS — -- C HCS2000TM Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 c file://C:\DOCUME-1 \Owner\LOCALS-- I\Temp\02QL7JX6.htm 3/23/2008 STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT AVERAGE DAILY TRAFFIC VOLUME STATE ------------------------------------ ROUTE FUNCT TRUCK PERCENTAGES 2003 2004 2005 2006 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS 169 012.53 AFTER JCT SE 251ST ST 1 20000* 169 013.14 AFTER JCT 231ST AVE SE 1 22000* 169 013.86 AFTER JCT WITTE RD 1 26000 32000* 32000 32000 169 C14.17 AFTER JCT SE 231ST ST i, 21000 22000* 22000 22000 169 C14.95 AFTER JCT WITTE R➢ SE*SE BAIN RD 1 22000* 22000 22000 169 017.68 BEFORE JCT CEDAR GROVE RD 2 18000* 18000 18000 169 017.68 AFTER JCT CEDAR GROVE RD 2 19000 18000* 18000 18000 169 019.22 AFTER JCT SE JONES RD*196TH AVE SE 1 23000 23000 23000 23000* 169 022.32 BEFORE JCT 149TH AVE SE 1 23000* 23000 169 022.99 BEFORE JCT 140TH WAY SE 1 27000* 28000 28000 169 025.12 BEFORE CEDAR RIVER PARK 1 44000" STATE ROUTE NO 170 MAINLINE SR 17 TO WARDEN 170 000.00 AFTER JCT SR 17*BEG ROUTE 3 2500* 2500 2400 2700* 170 003.66 BEFORE JCT S MAIN ST 3 2600* 2700 2600 2600 STATE ROUTE NO 171 MAINLINE SR 90 TO SR 17/MOSES LK 171 000.00 AT SR 90 BRIDGE*BEGIN ROUTE 1 5800 6500 6300* 6300 171 000.08 AFTER JCT SR 90 WB OFF RAMP WYE CON 1 9700 11000* 10000 10000 171 000.20 BEFORE JCT MELVA LN 1 10000* 10000 171 000.21 AFTER JCT MELVA LN WYE CONN 1 10000 11000 10000* 10000 171 000.75 BEFORE JCT BURRESS AVE 1 11000 11C00 11000 11000* 171 OC2.02 BEFORE JCT 3RD AVE 1 18000 16000 17000* 17000 171 002.06 AFTER JCT 3RD AVE WYE CONN 1 13000 13000 13000* 13000 171 002.74 BEFORE JCT ASH ST 1 18000* 16000 171 002.74 AFTER JCT ASH ST 1 19000* 19000 171 002.89 REFORE JCT STRATFORD RD*ALDER ST 1 22000 22000 22C00* 22000 171 002.89 AFTER JCT STRATFORD RD*ALDER ST I 16C00* 16000 * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES 150 STATE OF WASFTNGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT STATE ROUTE STATE ROUTE MILEPOST LOCATION 167 021.78 AFTER RAMP N CENTRAL AVE 167 022.4C AT S 212 ST 167 023.70 AT ADC LOCATION P6 167 024.77 AFTER RAMP SW 43RD ST 167 026.20 BEFORE RAMP SR 405 FUNCT TRUCK PERCENTAGES COUPLET CLASS SNGL DBL TRIPLE. TOTAL 1 1 1 04 03 O1 08 1 1 STATE ROUTE NO 167 COUPLET PUYALP MILWAUKEE AVE TO SR 167 167COPUYALP ** 006.18 BEFORE JCT SR 161 2 STATE ROUTE NO 169 MAINLINE SR 164 TO SR 405IRENTON AVERAGE DAILY TRAFFIC VOLUME ---------------------------------- 1999 2000 2001 2002 UNITS UNITS UNITS UNITS 92000 10'7000* 109000 10903C 91000* 9200C 92000 106000* 109000* 111000+ 111000* 105000 115000* 11700C 117000 71000* 7200C 72COO 20000* 20000 21000 169 000.00 AFTER JCT SR 164*BE3 ROUTE 2 8000* 8100 7500* 7700 169 00C.17 BEFORE JCT WASHINGTON AVE 2 7500* 76CO 7700 7900 169 OOC.17 AFTER JCT WASHINGTON AVE 2 7700* 78C0 7900 8200 169 OOC.67 BEFORE JCT MCHUGH AVE*SE 432ND ST 2 8900* 9100 9200 9500 169 000.67 AFTER JCT MCHUGH AVE*SE 432ND ST 2 8000* 8100 82CO 8500 169 000.98 AFTER JCT SE 427TH ST 2 86DO 7700* 7800 8000 169 007.63 AFTER JCT LAWSON ST 2 10000* 10000 10000 11000 169 010.C2 AFTER JCT SE 288TH ST 2 10000* 110000 11000 169 011.44 BEFORE JCT SR 516*KENT KANGLEY RD 2 12000* 12000 12000 169 011.44 AFTER JCT SR 516*KENT KANGLEY RD 2 15000 16000* 16000 17000 169 012.38 BEFORE JCT SE 253RD PL 2 17000* 17000 17000 18000 169 012.38 AFTER JCT SE 253RD PL 2 15000* 16000 16000 16000 169 012.53 AFTER JCT SE 251ST ST 2 17000* 17000 17000 18000 169 013.86 AFTER JCT WITTE RD 2 26000 29000 25000* 26000 169 014.17 AFTER JCT SE 231ST ST 2 19000 19000 20000* 21000 169 017.68 AFTER JCT CEDAR GROVE RD 1 19000 19000 18000* 19000 169 019.22 AFTER JCT SE JONES RD*196TH AVE SE 1 22000* 22000 23000 169 022.08 BEFORE JCT 152ND AVE SE 1 2200C* 23000 23000 24000 ** COUPLET SKETCH IN HACK OF BOOK PAGE 88 * BASED ON ACTUAL COUNT + SOURCE OF TRUCF PERCENTAGES 9 T C a n x z N n a 7d W a Q e vnr N t"ti N M N � wa•+ w M M w M1' � �0 8 oqq �44 e44 �n S y iY q�q pSp gSg qS p�p q$ 4� 5u�, 5aj 5§� $�j 5O� Qu QO 5u� Qu S ro de u W v 1 e LA s $ F a L r -- litS .'.. v 1 i N � v. z& Vi N z m - Y� a p�p 3 p 4 - Iz 41 a 4 E qq S gg �5 qq 2i 4 ii Q 25 5� 25 5R� S qs S gg E gg S L LLS 8 S D D 7 Y m - - p 11 = Ring S� � n zm 1z ma � 1 z� lS Bull 1T 'z z 11 s f/ tit 9 t lil c m � O m £AAA till `YSR fi' � � � i�zg .v � � � v� a� rt � a �,�¢ � � oil l Aye' �a F m6p �� Y $ 1, I ',�-, sEa e3 � ti �g3 of its R n � q?q] 5& SO a .pvp a fl � � i1 g a1 ro 1O � A �� P o DOT-BRIODEfAIL STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATIOIN STANDARD ACCIDENT HISTORY DETAIL REPORT R/RRT/RRQ: 169 CURRENT ACCIDENT LOCATION RMP: 21.27 to 21.47 SORTED BY SR/RRT/RRQ/SRMP/DATE Date: 01/01/2005 to 12131/2007 TOTAL NUMBER OF COLLISIONS: 6 Valley View Driveway, Vic E of 161 ST AVE SE U ACCDNT DATE DIAGRAM STATE ROUTE SRMP / REPORT MM/DD/ TIME ANALYSIS R NUMBER YY DATA 169 21.38 U 2047349 10/18/05 20:22 7AA32000AI 169 21.40 U 2859710 08/06/07 11:47 3BA33000A7 169 21.40 U E002372 12/13/07 01:41 5BA32000D2 169 21.41 U 2597881 07/08/o6 16:03 3BD033BAD1 169 21.44 U 3059711 05/10/07 19:47 3BA60000DO 169 21.44 U 3069615 12/14/07 18:11 5BA54000D1 DATE TIME Page 2 of 2 - 03/13/08 06:32 PM 'UNDER 23 UNITED STATES CODE - SECTION 409, THIS `DATA CANNOT BE USED IN DISCOVERY OR AS EVIDENCE F "AT TRIAL IN ANY ACTION FOR DAMAGES AGAINST THE "WSDOT OR THE STATE OF WASHINGTON VEH1 VEH2 U S # # # U I FIRST COLLISION TYPE / OBJECT V INJ FAT VEH TYPE TYPE N R T STRUCK J C F E 1 0 0 1 2 4 1 6 Non -domestic animal (deer, bear, elk, 1 0 0 1 1 4 1 1 Concrete Barrier/Jersey Barrier - Face 1 0 0 1 2 4 2 6 Non -domestic animal (deer, bear, elk, 2 4 1 3 1 2 4 1 1 From same direction - all others 7 1 0 1 1 4 1 1 Roadway Ditch 1 0 0 1 2 4 1 4 Fire started in vehicle VEH1 CONTRIBUTING VEH2 CONTRIBUTII CIRCUMSTANCE 1 CIRCUMSTANCE 1 None Over Center Line None Improper U-Turn None Apparently Ill Operating Defective Fnijinmant PROP,I TOTAL ALC FIXD REARQPP ENTER OVER PEDL TOT 4L IJ i!J [NJ FATAL # OF # OF # OF REL OBJ END DIR AT TURN CYC PEDES VEM COLS CpL:r CAS COLS COLS COLS INJS FTLS VEHS COLS COLS COLS COLS ANGLE COLS COLS COLS 2005 1 1, 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 2006 1 0 0 0 0 0 1 4 1 3 0 0 0 0 0 0 0 0 2007 4 3 1 0 0 1 0 1 0 4 0 2 0 0 0 0 0 0 6 4 1 0 0 1 1 5 1 8 0 2 0 0 0 0 0 0 47L Prepare— -or: Traffex Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 Intersection: Valley View Mobile Home Paris and Highway 169 Location: Renton E-Mail: TC2incLaol_com WBE/DBE Date of Count: Checker! By: Wed 3/5/08 LBP Time Interval From North on (SB) From South on (NB} y Valley View Mobile Home®wy Valley View Mobile Home Pai From East on (WB) I From West on (EB) SR 169 / Renton Maple Vallcy Rd SR 1691 Renton Maple Valley Interval Total Ending at T L S R T L S R T L 5 R T L S R 4:15 P 0 0 0 0 0 4 0 0 9 1 124 0 17 0 341 4 474 4:30 P 0 0 0 0 0 0 0 0 4 0 121 0 8 0 273 0 394 4:45 P 0 0 0 0 0 2 0 1 6 0 129 0 10 0 344 4 480 5:00 P 0 0 0 0 0 0 0 1 2 0 132 0 4 0 289 2 424 5:15 P 0 0 0 0 0 2 0 1 3 0 123 0 5 0 314 6 446 5:30 P 0 0 0 0 0 1 0 1 1 2 137 0 7 0 337 1 479 5:45 P 0 0 0 0 0 1 0 0 1 2 114 0 2 0 274 6 397 6:00 P 0 0 0 0 0 2 0 2 4 1 99 0 4 0 278 0 382 6:15P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey P 0 0 0 0 Q 12 0 6 30 6 979 0 57 0 2450 23 3476 Peak Hour: 4:30 PM to 5:30 PM Total 0 0 0 0 0 1 5 0 4 1 12 2 521 1 0 26 1 0 1284 13 1829 Approach 0 9 1 523 1297 1829 u n!a NO 1 2.3% 2.0% 2.1% na ALI SR 169 / Renton Maple Valley Rd SR 169 ! Renton Maple Valley Rd 526 "W D 5111 523 Bike- D1 1 1 1823 , 0 ,Bike 1297 12$4 4:30 PM to 5:30 PM o Ped 1 2888 13 PEDs across N S E W Pod �O 5 4 1920 1.0 PHF Peak Hour Volume INT 01 0 Bike. PHF %HV INT 02 0 _ _0_ _ _� EB 0.93 2.0% INT03 0 15 Check WB 0.94 2.3% INT 04F 0 In: 1829 NB 0.75 n/a INT 05 No Pods 0 24 Out: 1829 SB n/a n/a INT 06 o wy Valley View Mobile Home Park Intersection 0.95 2.1% INT 07 0 Bicycles From: N S E W INT 08 0 INT 01 0 Special Notes: INT 09 0 INT 02 0 INT 10 0 INT 03 No Bikes 0 INT 11 0 INT 04 0 INT 12 0 INT 05 0 0 0 0 0 0 INT 06 0 INT 07 0 INT 08 0 0 0 01 01 0 TMO1p08042 Sing county Road Services Division TYPE OF CERTIFICATE March 5, 2008 Department of Transportation ® ORIGINAL Certificate # 05027 201 South Jackson Street ❑ CONDITIONAL File Number: 08-02-25-01 Seattle, WA 98104-3856 Expires: March 5, 2009 CERTIFICATE OF TRANSPORTATION CONCURRENCY ❑ Specific conditions are described on the reverse side of this certificate. Pursuant to King County Code, Chapter 14.70 as amended, this certificate confirms that the level of service standard used in the Transportation Concurrency Management program has been satisfied. IMPORTANT: This certificate does not guarantee a development permit. Other transportation improvements and mitigation will be required to comply with Intersection Standards, Mitigation Payment System, King County road standards, and/or safety needs. 1. Applicant Name and Address: Greg Diener 15445 53rd Ave. S., Ste. 100 Seattle, WA 98188 2. Property Location: a- Property Address: 16405 SE Renton Maple Valley Rd. b. Development Name: c. Parcel Number: 2323059029 3. Type of Development Permit To Be Requested: Formal Plat 4, Proposed Land Use: Single Family Residential S. Zone Location and Reserved Units: a. Concurrency Zone: 879 Community Planning Area: Soos Creek i. Commercial Project -Total Square Feet: 0 ii- Multi -family - Number of Units: 0 iii. Single family - Number of Units: 40 6. This Certificate is subject to the following general conditions: a. This Certificate of Concurrency runs with the land and is transferable only to subsequent owners of the same property for the stated development, subject to the terms, conditions and expiration date listed herein. This Certificate of Concurrency is not transferable to any other property and has no commercial value. This Certificate Expires: March 5, 2009 unless you apply for the development permit described above, prior to that date. If this requirement is not met the King County Department of Transportation reserves the option to cancel your certificate and capacity reservation. When you apply for a development permit with King County's Department of Development and Environmental Services (DDE5), bring this Certificate of Transportation Concurrency as part of the development application package. If you have any questions, please call (206) 263-4759. Linda Dougherty, Director, Road Services Department of Transportation King County, Washington TECHNICAL APPENDIX TPAjrTFRICfEfX XTS Edge of w" 121t L (aee table) 80 fi rein See nobs (1) Rift Tum Pocket 1001t Edge of _- 4, thFagh lane . 1 ` 1 See note (1) Right -Turn Taper Posted Sped limit L Below do I 4d fl a(7 rtt h ar above 100 it Notes: i't] 12 ftdesirabie 121 For rht-turn corm- ct< sign. see Figure 91?3-l1 Right -Turn Pocket and Right -Turn Taper Hpure 910-16 McCormick Plat WSDOT Right Turn Pocket/Taper Figure 910-16 Design Manual Figure 7 e TIAMEX TRAFFIC' EXPERTS Consider right -turn lane :I} NQRTHwcs r Ti7A,—r/C EXPERTS a. SE Ib2NU. AV ST I, Se r ,�. .......... _...... ........ � .. __.. _.. _._ ..� tST 24% ''_.- ProjedSite 1297 — (�) 521 13, rr 2 Ln v Existing Traffic Volumes 000 2�It rr CO ED Project Generated Traffic Volumes PM Peak Hour Project Volumes 23 Enter 14 Exit 37 Total McCormick Plat 1326 _ (D — 537 13 "'1 e 0- 2 uO v Future Without Project Traffic Volumes 326 Y f 537 20 - �(D r 3 ao an Future With Project Traffic Volumes Legend 15% Percentage of Project Traffic -Pful Peak — 15 Peak Hour Volume and Direction PM Peak Hour Traffic Volumes at Site Access/SR 169 Figure 5 14 PM Peak Hour 23 Enter 14 Exit 37 Total 8% iH. . rI WJIUUL .aILW Legend 15% Percentage of Project Traffic -PM Peak —15 Peak Hour Volume and Direction McCormick Plat Figure PM Peak Hour Trip Distribution 4 Mr. Robert McCormick McCormick LLC Page 9 TABLE 1 PM PEAK HOUR LEVEL OF SERVICE SUMMARY rra INTERSECTION EXISTING FUTURE WITHOUT FUTURE WITH PROJECT PROJECT Site Access St./SR 169 1 C 19.6 NB C 20.0 NB C 20.6 NB XX Number shown is the average control delay in seconds per vehicle for the minor approach for unsignalized intersections, which determines the LOS for intersections per the Transportation Research Board Highway Capacity Manual 2000 C Indicates calculated level of service NB (northbound) Indicates direction of the minor approach for unsignalized intersections Mr. Robert McCormick r1h9ffty McCormick LLC Page 8 SUMMARY, CONCLUSIONS AND RECOMMENDATIONS We recommend that the McCormick plat be constructed as shown on the site plan with the following traffic impact mitigation measures: • Construct internal plat streets to King County Road Standards. • Construct a right turn pocket or taper on SR 169 at the site access street. • Contribute the estimated MPS fee of approximately $83,278 to King County. No other traffic mitigation should be necessary. If you have any questions, please tail 425-522-4118. You may also contact us via e-mail at vince(d),,nwtraffex.com or larry(c nwtraffex.com_ Very truly yours, 01�_C�A �.� ♦e� El Sfk �r 08 �. '`CNAAL 3-31-0 ....,_.. .....:.... ....... ... �3f�4if5. 9d4 Vincent J. Geglia Larry D. Hobbs, P.E. Principal Principal TraffEx TraffEx Mr. Robert McCormick Til42 McCormick LLC Page 7 Right Turn Lane/Pocket Analysis at Site Access to SR 169 The current WSDOT Design Manual was used to determine if projected traffic volumes at the intersection of site access street to McCormick warrants a right turn lane or pocket on SR 169. Guidelines from Figure 910-16 from the WSDOT Design Manual shows a right turn pocket or taper is recommended on SR 169 at the site access street based on projected 2010 traffic volumes as shown in Figure 6. Figure 7 shows the recommended geometries for a right turn pocket or taper for a posted speed of 50 mph per the WSDOT Design Manual. TRAFFIC MITIGATION King County currently requires a mitigation impact system (MPS) fee of $6406 per single family residential unit located in concurrency zone # 879. Removal of the 45 mobile homes and one duplex currently generating 24 peak hour trips (per the PM peak hour count) is equivalent to removing 24 single family residential units_ Therefore, the net increase in equivalent single family units is 13 units (37 new units — 24 existing equivalent units). The estimated MPS fee for the proposal is estimated to be $83,278 (13 equivalent net units X $6406 per unit) after credit is given for removal of the mobile homes and duplex. Internal plat streets shall be constructed to King County Road Standards. A right turn pocket or taper on SR 169 at the site access street is recommended based on WSDOT Design Manual criteria. nu Mr, Robert McCormick McCormick LLC Page 6 single vehicle accidents. Two of the accidents involved striking animals, one was due to a car fire, one was due to an ill driver and the other two were due to driver error. The accident history does not indicate an unusual accident pattern in the study area. We have field reviewed the site and surrounding street system. Based on the field review and the historical accident data there are no readily apparent safety issues at the proposed site access to SR 169. WSDOT staff indicated they no longer maintain a list of high accident locations on state routes. A list of King County high accident locations (HAL's) on County roads for the study area was obtained and is included in the technical appendix. The nearest HAL is 2.5 miles from the project site at the 156"' Ave SEf128" St. SE signalized intersection. A plot of the HALs in the vicinity of the site is included in the technical appendix. As shown in the trip distribution Figure 4, the majority of the site generated trips are oriented toward the west on SR 169 and very few, if any trips would pass through a King County HAL. It is our opinion that the few net new trips generated by the McCormick plat would not have a significant impact on any of the HAL`s listed. FUTURE TRAFFIC CONDITIONS WITHOUT THE PROJECT Figure 5 shows projected future PM peak hour traffic volumes without the project. These volumes include the existing traffic volumes plus background traffic growth pleas pipeline project traffic. The WSDOT Annual Traffic Report, included in the technical appendix, shows there has been an average annual growth of approximately 0.75% per year on SR 169 in the vicinity of the project site. For a conservative analysis, King County staff requested an additional 0.25% per year growth factor be added due to pipeline developments in nearby Cities, resulting in a total estimated annual growth rate of 1.0% per year on SR 169. Therefore, a 2% per year growth factor was added to 2008 existing traffic volumes for the two year period to estimate the 2010 horizon year future traffic volumes. King County staff also requested traffic from the Heritage Hill pipeline project that is located in unincorporated King County be added to the future traffic volumes. The total future traffic volumes without project are shown in Figure 5. FUTURE TRAFFIC CONDITIONS WITH PROJECT Figure 5 shows the projected future PM peak hour traffic volumes with the proposed project. The site generated PM peak hour traffic were added to the projected 2010 future without project traffic volumes after subtracting the existing trips generated by the Valley View Trailer Park. Table 1 shows the PM peak hour calculated LOS for future with and without project conditions at the study street intersection meets the King County intersection standards of LOS E or better. ,j Mr. Robert McCormick McCormick LLC Page 5 EXISTING TRAFFIC CONDITIONS Traffic Volumes TI" gff Figure 5 shows the existing PM peak hour traffic volumes at the study intersection. A PM peak hour traffic volume turning movement count was performed on March 5, 2008 and is included in the technical appendix. Level of Service Analysis LOS is a qualitative measure describing operational conditions within a traffic flow, and the perception of these conditions by drivers or passengers. These conditions include factors such as speed, delay, travel time, freedom to maneuver, traffic interruptions, comfort, convenience, and safety. Levels of service are given letter designations, from A to F, with LOS A representing the best operating conditions (free flow, little delay) and LOS F the worst (congestion, long delays). Generally, LOS A and B are high, LOS C and D are moderate and LOS E and F are low. Table 1 shows calculated levels of service (LOS) for existing and future conditions at the study intersection. The LOS's were calculated using the procedures in the Transportation Research Board Highway Capacity Manual 2000. The LOS shown indicates overall intersection operation. At intersections, LOS is determined by the calculated average control delay per vehicle. The LOS and corresponding average control delay in seconds are as follows: TYPE OF INTERSECTION A B C D E F Signalized >10.0 and >20.0 and >35.0 and >55.0 and >80. 10.0 <20.0 <35.0 <55.0 <80.0 0 Stop Sign <10• Control 0 >10 and <15 - >15 and <25 — >25 and <35 — >35 and <50 — >50 King County Intersection Standards require analysis of intersections carrying at least 30 peak hour site generated trips and 20% of the total site generated trips. Although no intersections meet the criteria, King County requests an LOS analysis at the site access. Levels of service calculated for the site access/SR 169 intersection show the intersection operates at an acceptable LOS C for existing and future conditions including site generated traffic. Accident History WSDOT historical accident records included in the technical appendix show there were six accidents on SR 169 within approximately 1000 feet of the Valley View Trailer Paris driveway for the 3 year period ending December 31, 2007. One accident was a fatality caused by an illegal u turn on SR 169. The other five accidents were Mr. Robert McCormick rrr McCormick LLC Page 4 TRIP DISTRIBUTION AND ASSIGNMENT Figures 4 shows the PM peak hour site generated traffic volumes and distribution for the McCormick Plat project. The trip distribution is based on existing traffic volume count patterns, the characteristics of the street network, the location of likely trip origins and destinations (employment, shopping, social and recreational opportunities), expected travel times and previous traffic studies. EXISTING PHYSICAL CONDITIONS There are 45 existing mobile homes and one duplex within the project site that will be removed with development. The site access street is in the same location as the existing site access driveway to the Valley View Trailer Park. Street Facilities The primary roads in the study area are classified per the City of Sammamish, are as follows: SR 169 149ch Ave. SE Site Access St. Principal Arterial Minor Arterial Local Access SR 169 at the site access has a posted speed limit of 50 mph. SR 169 is 56 feet wide consisting of two travel lanes in each direction and a center turn lane with S ft. paved shoulders and no curb, gutter or sidewalk along the site frontage. The site is located in the Renton School District. All students will be bused to the Tiffany Park Elementary School, Nelsen Middle School or Lindbergh High School. The school bus stop is located in a bus pull out area located on the south side of SR 169 adjacent to the east side of the existing Valley View Trailer Park driveway. Sight Distance Entering and stopping sight distance at the site access street to SR 169 was analyzed and compared to King County Road Standards (KCRS) and WSDOT Design Manual requirements. SR 169 in this area is essentially flat and straight_ Stopping sight distance and Intersection sight distance are excellent in both directions and meet KCRS and WSDOT requirements. ti Mr. Robert McCormick rrayrfR, McCormick LLC Page 3 TRIP GENERATION The 37 single-family units in the proposed McCormick Plat are expected to generate the vehicular trips during an average weekday and during the street traffic peak hours as shown in the following table: TRIP GENERATION FOR 37 LOT MCCORMICK PLAT Time Period Trip Rate Trips Trips Total Entering Exiting 177 177 Average Weekday 9.57 354 50% 50% AM Peak Hour 0.75 28 25% 75% PM Peak Hour 1.01 37 63 0 314 A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination (exiting or entering) inside the study site. The trip generation is calculated using the average trip rates in the Institute of Transportation Engineers (ITE) Trip Generation, Seventh Edition, for Single Family Detached Housing (ITE Land Use Code 210). These trip generation values account for all site trips made by all vehicles for all purposes, including resident, visitor, and service and delivery vehicle trips. The existing trips generated by the Valley View Trailer Park will be removed with the McCormick plat. A PM peak hour traffic count was performed on March 5, 2008 to determine the existing traffic volumes at the site access. After removal of the Valley View Trailer Park and construction and occupancy of the McCormick plat, there will be an estimated net increase of 13 PM peak hour trips as shown in the following table: NET INCREASE IN PM PEAK HOUR TRIPS Time Period Trips Trips Total Entering Exiting McCormick Plat 23 14 37 Minus Existing Driveway Volumes -15 -9 -24 Per traffic count Net Increase in New Trips 8 5 '13 1vx- wss,a�,r T�=-as EP XEJ7TS 1�:IG4 fCp4 --1 "1Ih Ave, N.E_ Kirkiariu,'NA 9803v rA? ffz Photit�: r,.22.431 Fax: 25.52.37 March 31, 2008 Mr_ Robert McCormick McCormick LLC C/O Pacific Engineering Design, LLC 15445 53rd Avenue S., Suite 100 Seattle, WA 98188 Re: McCormick Plat — King County Traffic Impact Analysis Dear Mr. McCormick: We are pleased to submit this traffic impact analysis (TIA) for the proposed McCormick Plat consisting of 37 lots for single family residential units. The proposed plat is located at 16405 SE Renton Maple Valley Rd. (SR 169) in unincorporated King County. Access to the site is via an existing driveway connection to SR 169. The TIA has been prepared according to King County TIA level one requirements, conversations with King County staff, and the pre -application meeting memorandum. A Certificate for Transportation Concurrency # 05027 was granted for the plat on March 5, 2008 and is included in the technical appendix. PROJECT DESCRIPTION Figure 1 is a vicinity map showing the location of the site and the surrounding major street network. Figure 2 is a close in area map showing the site location in relation to existing local streets. Figure 3 shows a preliminary site plan with 37 single family lots. Vehicle access is provided by a connection to SR 169 at the same location as the existing driveway. The anticipated horizon year for development is 2010. The site is currently utilized by 45 mobile homes and one duplex in the Valley View Trailer Park that will be removed with this development. ovf- C'00 MCCORMICK PLAT TRAFFIC IMPACT ANALYSIS KING COUNTY Prepared for Mr. Robert McCormick McCormick LLC CIO Pacific Engineering Design, LLC 15445 53rd Avenue S., Suite 100 Seattle, WA 98188 Prepared by ,rravff, NaRrHWEST r AF'"FIC EXFIE-PTS 10104 — 111T" Ave. N.E. Kirkland, Washington 98033 Telephone: 425.522.4118 Fax: 425.522.4311 March 31, 2008 i� J. ) dlJf; j3P L'OS7060(:)3 Slope backfill away from foundation. Provide surface — drains whieworieces�sary. -_---- Backfil! (See text for requirements) Nonwoven Geotextile Washed Rock Fitter Fabric (7/8" min. size) i__'� _�� Ovl�v�° °paQvQv 0g4r °DoOq 6" min. Tightline Roof Drairi (Do not connect to footing drain) '•ppp pD °e Go °D°•ppp p4°•p Oa dD°•o Va p0°•ppQ 'va.6p� .°�•d vp4 v0 e�.op� p"•�.cpp °••aepa p �a.oe . 4" Perforated Hard PVC Pipe (invert at least 6 inches below slab or crawl space. Slope to drain to appropriate outfall. Place holes downward.) NOTES: (1) In crawl spaces, provide an outlet drain to prevent buildup of water that bypasses the perimeter footing drains. (2) Refer to report text for additional drainage, waterproofing, and slab considerations. GEOTECH CONSULTANTS, PfC. F+®OTING DRAIN DETAIL 16465 SE Renton -Maple Valley RD. King County, Washington Job Date: T cate: Plate: 08070 March �00Not to Scale 13 5 101 15 201 251 30 35 40 45 BORING 5 Description 2" Crush rock over: Brown, silty SAND, fine- to medium -grained with gravel --- --- - — - -and-crushed-rock;-wet; loose (Fill)—._. • 4 1 FILL V -becomes mostly medium sand with silt, wet, very loose 2 2 Interleyered orange -red oxidized SAND, fine silty SAND, and fine sandy SILT, SM saturated, very loose/very soft, highly disturbed ML 3 3 (Mass Wasteage Deposits-MWD) -becomes gray, silty SAND and sandy SILT, with gravel, saturated 5 4 -becokmes medium -stiff wa 6 5 i -3" piece of wood in sampler -considerable wood in sampler, becomes mostly fine sandy SILT (MWD) ML y 8 -less wood 6 7 -thin layers of peat on top of gray SILT, loose/medium-stiff 9 8 -becomes stiff 8 9 $p -becomes gray SAND with silt, saturated, loose (MWD) g 10 = SM - `'� Brown, silty, sandy GRAVEL, with cobbles, saturated, very dense (Alluvium) m * Test boring was terminated at 49 feet during drilling on March `I2, 2006. GW .--,.- 50 11 : �- = �: * Groundwater seepage was encountered at 5 feet during drilling. GEOT CH CONSULTANTS, INC. BORING LOG 16405 SE Renton -Maple Valley RD. King County, Washington Job Date: Logged by: Plate: 08070 March 2008 GDB 12 0 B f hl 4 Description FILL-- 3" grass/sod over: Brown, silty SAND with gravel and pieces of hard SILT, moist; oose - ---- - — _._.. ---- ---- b 11 orange/brown, sandy SILT with occasional fine gravel, pieces of hard silt IM-NUE 1 10 "i 5 20 25 30 35 40 45 and considerable wood and bark fragments, very wet, soft to stiff, highly 2 disturbed (Mass Wasteage Deposits-MWD) -becomes silty SAND with silt inclusions, saturated, very loose 4 3 6 4 5 5 2 1 6 50 7 -increasing gravel Skij�j -becomes gray SAND with silt and sandy SILT with pieces of wood, IVIL saturated, loose/medium-stiff -grades to interlayered SAND and sandy SILT.,. _��- Gray and brown silty, sandy gravel with cobbles, saturated, very dense GM (Alluvium) • Test boring was terminated at 29 feet during drilling on March .12, 2006. * Groundwater seepage was encountered at 5 feet during drilling. BORING LOG 16405 SE Renton -Maple Valley RD. King County, Washington F Dale: Lagged icy: Plate: 08070 March 20a8 GD8 11 5 10 15 20 25 30 35 40 45 - - FILL V 7 9 2 2 I 5014" 69 1 141211"'Lt Description 3" grass/sod over: Brown, silty SAND, fine- to coarse -grained, with --considerable-gravely moist, -loose -(Fill)- - - ---- -- - - - - Brown grading to gray, fine silty SAND and fine sandy SILT, with gravel and some organics, saturated, loose/soft, highly disturbed (Mass Wasteage Deposits- WMD) -grades to mostly fine sandy silt, very soft 13 [�Mj�mu I -orange oxidized brown SILT with sand and gravel at tip of sampler, f ! silt highly fractured & disturbed -grades to fine sandy SILT, very soft 4 !I Gray brown, sandy GRAVEL, with cobbles, saturated, very dense GW (Alluvium) 5 JJ -becomes mostly red -oxidized, fine gravel 6 1 ;- �p * Test boring was terminated at 22.5 feet during drilling on March 12, 2008. * Groundwater seepage was encountered at 3 feet during drilling. GEOTEC CONSULTANTS, INC. BORING LOG 16405 SE Renton -Maple Valley RD. King County, Washington I'— -",T-",- Job Elm e: Lvggeaf by: Plate: 08070arch2008 GDB 10 5 1 15 1 20 1 25 1 30 1 35 1 40 45 BORING 2 Descriptiar7. 2" Crushed rock over: Brown, silty SAND with gravel, with asphalt & Wood —.—..----.-.-.-----.__ __ - d_6b7fis, i'ndFsf;-loose (Pill)_____ __.---------. _ -- - FILL 4 -charcoal and pieces of hard silt in sample 3 2 Blue gray, silty SAND, fine- to medium -grained and sandy SILT, with several peat interlayers, saturated, very looselsoft, highly disturbed (Mass Wasteage Deposits-WNiD) 1 3 11 111 -becomes mostly sandy SILT, very soft 1 2 1 6 14 26 TLI 4 -considerable charcoal and some pieces of wood and gravel encountered 15 1111111 11I -increasing sand, 3" piece of wood in sampler 6 °' Gray, silty SAND, fine- to medium -grained, with coarse sand, and mostly fine gravel, saturated, medium -dense (Alluvium) SM 711 • Test boring was terminated at 30 feet during drilling on March 12, 2006. • Groundwater seepage was encountered at 5 feet during drilling. GEOTEC CONSULTANTS, INC. BORING LOG 16405 5E Renton -Maple Valley RD. King County, Washington 1508=0 Data: Logged by: Plate: March 2003 3DB 9 1 5 4 1 3 21 10 1 15 ! 20 1 25 1 30 1 35 1 40 45 1 4 4 1 3 1 19 1 33 1 BORING I Description 3" Crushed rock ove : Brown silty aALC it Brown SAND, fine- to iri6diurb-drained, with silt, moist, loose (Mass Wasteage Deposits-MWD) -becomes interlayered with brown silt with organics, very wet to nearly saturated Interlayered blue gray, silty SAND, fine- to medium -grained, and sandy SILT, saturated, very looselvery soft, highly disturbed 3 (MWD) sM ML. _becomes mostly blue/gray SAND with occasional silt interlayers 4 Orange oxidized, brown SAND, fine- to medium -grained, with occasional 1 - 2" thick silt and silty peat interlayers, saturated, very loose (MWD) 5 SF -fewer silt and silty peat interlayers Gray SAND, fine-grained, saturated, medium -dense 7 (Alluvium $ f MQ I Gray, fine sandy SILT, very wet, hard (Pre -Fraser silt) * Test boring was terminated at 35 feet during drilling on March 12, 2088. * Groundwater seepage was encountered at 7.5 feet during drilling. GEOTECH CONSULTANTS, INC. CP R 10 15 TEST PIT 9 Description . Forest duff & brown sandy SILT (Topsoil) over; Brown to red brown, silty SAND and sandy SILT, nearly saturated, very loose/ very soft (Mass Wasteage deposit-MWD) Blue -gray, silty SAND and sandy SILT, saturated, very loose (MWD) * Test Pit terminated at 12 feet on March 6, 2008. * Moderate groundwater seepage observed at 2.5 feet during excavation. * Could not advance test pit deeper than 12 feet due to severe caving from 2.5 to 12.5 feet. EOTEC CONSULTANTS, INC. 5 10 15 5 10 15 TEST PIT 7 Description Forest duff & brown, silty SAND (Topsoil) over; FILL Brown, silty SAND, fine- to medium -grained, with cobbles & roots, moist, loose (Fill mixed with Mass Wasteage Deposit-MWD) s Grange & brown, silty SAND and SAND, fine- to medium -grained, wet, loose (MWD) o- Dark brown sandy organic SILT, wet, stiff (Relict Topsoil) s n Blue -gray SAND, fine- to medium -grained, with silt and wood, very wet, loose (MWD) -becomes a mix of blue -gray SAND and PEAT(mostly woody mats) (MWD) SP PT GM Gray, sandy, silty GRAVEL, saturated, dense (Alluvium) * Test Fait terminated at 11.5 feet on March 6, 2008. * Moderate groundwater seepage observed at 4 feet during excavation. Heavy groundwater seepage observed at 10 feet during excavation. * Could not advance test pit deeper than 11.5 due to severe caving from 10 to 11.5 feet. TEST PIT 8 Description Forest duff & brown silty SAND (Topsoil) over; Red, orange, brown t and SILT, with gravel & plastic drain pipe, wet, loose (Fill) Mottled brown to orange gray SILT, with roots, wet, very soft (MWD) Brown, sandy GRAVEL, with cobbles, moist, loose (Alluvium) -becomes medium -dense -grades to mostly sandy, fine GRAVEL, moist, medium -dense gray, * Test Pit terminated at 10 feet on March 6, 2008. * No groundwater observed during excavation. * Severe caving observed from 1.5 to 10 feet during excavation. GEOTECH CONSULTANTS, INC. TEST PIT LOG 16405 SE Renton -Maple Valley RD. King County, Washington 6 Job Dafe: L ogged by: pfaYe; 08070 March 2D08 G8 TEST PIT 5 9 G° Description. Forest duff & brown silty SAND (Topsoil) over; FILL Brown -gray, silty SAND, fine- to medium -grained, with gravel, moist, medium -dense (Fill) -loq encountered 44 Darla brown, sandy, organic SILT, with roots, moist, medium -stiff to stlff (Relict topsoil) sin Brown grading to gray, silty SAND, with gravel & wood debris, moist, loose, highly 5 5��� GP disturbed (Mass Wasteage Deposit-MWD) Brown, silty SAND & sandy SILT very moist medium -dense highly disturbed 1V D lGray, flop, Vmoist,m-dense Brawn- ray SAND, medium -grained, moist, medium -dense (MWD) 10 GW�= Brown -gray, sandy GRAVEL, with trace SILT, moist, medium -dense (Alluvium) ;9 15 I * Test Pit terminated at 12 feet on March 6, 2008. * No groundwater observed during excavation. * Could not advance test pit deeper than 12 feet due to serve caving from 5 to 12 feet. NY TEST PIT 6 C,p �`�� Description II Forest duff & brown silty SAND (Topsoil) over;Brown, silty SAND, with gravel, cobbles, roots & wood, moist, loose (Fill) ISM/GM Brown, silty SAND, with gravel & sandy GRAVEL, moist, medium -dense (Alluvium) - - : Gray, sandy GRAVEL, with cobbles, moist, medium -dense, dips 20 degress NW (Alluvium) * Test Pit terminated at 8 feet on March 6, 2008. * No groundwater observed during -excavation. * Could not advance test pit' deeper than 8 feet due to sevre caving of gravel. GEOTECH CONSULTANTS, INC. 'BEST PIT LOG 16405 SE Renton -Maple Valley RD. King County, Washington Job Data: Logger! by: Plate: 08070 March 2008 GB 5 5 10 5 10 15 NA . TEST PIT 3 Description 4" Brown, silty SAND (Topsoil) over; Brown, silty SANE), with gravel, cobbles, pea -gravel, FILL crushed rock, wood, miscellaneous debris, very moist, loose (Fill!) Gray, silty SAND and sandy SIL 1, with wood, very moist to wet, hiahiv disturbed (Mass Wasteaue Devosits-MWD) Sp Orange -red SAND, with SILT and silty SAND, very moist, medium -dense �11 gM (MWD) GWIGM Brown -gray GRAVEL and silty, sandy GRAVEL, wet, dense (Alluvium) * Test Pit terminated at 10 feet on March 6, 2008. * No groundwater observed during excavation. * No caving observed during excavation. * Encountered pea -gravel from sewer pipe trench paralleing the north side of the test pit at 9 to 10 feet; Abandoned test pit to avoid damage to sewer trench and pipe. TEST PIT 4 Description 6" Dark brown, silty SAND, with gravel (Topsoil) over; Brown to orange/brown, silty SAND, fine- medium -grained and few gravels, very moist, very loose to loose (Mass Wasteage Deoslts-MWD) inn Orange -brown, silty, sandy GRAVEL, moist, loose (MWD) ML I Gray -brown SILT, with roots, wet, soft (MWD) -dips about 5 -14 degrees NW Gray, sandy GRAVEL, with cobbles, moist, dense (Alluvium) * Test Pit terminated at 12 feet on March 6, 2008, * Groundwater observed at 11.5 feet during excavation. * Caving of gravel from 6 to 12 feet observed during excavation. GEOTECH CONSULTANTS, INC. TEST PIT ISO 16405 SE Renton -Maple Valley RD. King County, Washington IfO8070mate: Logged by: Plate. I March 2008 GB 1 4 5 10 15 5 i 0 15 TEST PIT 1 Description FILL I Z" Brown, silty SAND (Topsoil) over; Brown & gray, silty SAND with gravel, crushed rock, Bobbies, miscellaneous debris, wet, loose (Fill) Gray SILT and gray, silty SAND, with assorted gravel & wood, very wet, looselso{t, highly disturbed (Mass Wasteage Deposits. MWD) ML I 1 -8 Dia. log encountered dense (Alluvi * Test fait terminated at 12.5 feet on March 6, 2008. * Moderate groundwater seepage observed at 4.5 feet during excavation. * Could not advance test pit deeper than 12.5 due to severe caving from 2.5 to -11.5 feet. 114" _ O 4,�ti� q G 0 Description FILL 2" Brown, silty SAND (Topsoil) over; Brown & gray, silty SAND with gravell, crushed rock, cobbles, miscellaneous debris, wet, loose (Fill) Gray SILT and gray, silty SAND, with gravel, cobbles & wood, very wet, loose/soft, highly disturbed (Mass Waste Deposits-MWD) SM ML I Fnn I Gray, silty, S2ndy GRAVEL, saturated, dense Alluvium * Test Pit terminated at 12.5 feet on March 5, 2008. * Moderate groundwater seepage observed at 4.5 feet -during excavation. * Could not advance test pit deeper than 12.5 due to severe caving from 2.5 to 11.5 feet. GETECH CONSULTANTS, INC. TEST PI'T` LOG 16405 SE Renton -Maple Valley RD. King County, Washington Job Bate: Logged by: Plate: 08070 March 2008 GDB 3 i ~t2EN OY N _ M1AYLR VA7Z`y R0� 9R lap �1-0R _• � --t ": ; ^�""`^�{'.�•��R2. is•p,q�Q,---'-."---. .. ----- - 301 i— _ _. ........._.�� -:W. •+ _ _ .^^� �' °��=' �� I sr�.��sissij zssdr¢zrss-1��'z �f'� �! n A � I s I� ""t tf� r@ - {�'a _ zf _24715F- I c-.r't<`- 'S"t ( F' I .#RL >3 r. ' �4 ������ � p 'r' '3.iS '�4�� ,Xs.*'• - - '�'�•- , � I�]rpg5� RCT]1Ea76'RL 5 CE^ � }�5, i4P� /'�`: *`�` = f ]69�25. '� T - 416Y/ "�c j { h;y"� 'li• ! Ri_"'2fl"--- S �r:� _ - -�'7 1 <7/ f h �7 J sEadc. , {/ riz. 5 l TRI s.�.^'•�ysa{s 1 _. ._. %7ieasr// f /�m9 II! I'� S t �P sr th is 4".' iL2-ram-. L7 /� f sse_RF mur Ixe ti � � � . M.r � . m Legend s:xE rar - •; i = Approximate Test 60ring Location = Approximate Test Pit Locatlan'r A SITE E'7PLORATZON ELAN �E� �� 16405 5E Renton -Maple Valley RD. ` CONSULTANTS icing County, Washington Jotr Dale: ca e: Plate: 06070 March 2008 Not to Scala 2 Valley View Mobile Park, LLC Aprill, 2008 A 08070 Page 11 We appreciate the opportunity to be of service on this project. if you have any questions, or if we may be of further service, please do not hesitate to contact us. Respectfully submitted, GEOTECH CONSULTANTS, INC. Gary D. Beckham, P.G., P.E.G. Senior Engineering Geologist D. Robert Ward, P.E. Principal cc: Pacific Engineering Design, LLC, — Greg A. Diener, P.E. GBIDRW: jyb GEOTECH CONSULTANTS, INC. Valley View Mobile Park, LLC A 08070 Apriil, 2008 Page 10 The recommendations presented in this preliminary report are directed toward the protection of only the proposed structures from damage due to slope movement. Predicting the future behavior of steep slopes and the potential effects of development on their stability is an inexact and imperfect science that is currently based mostly on the past behavior of slopes with similar characteristics. Landslides and soil movement can occur on steep slopes before, during, or after the development of property. At additional cost, we can provide recommendations for reducing the risk of future movement on the steep slopes, which could involve regrading the slopes or installing subsurface drains or costly retaining structures. However, the owner must ultimately accept the possibility that some slope movement could occur. This preliminary report has been prepared for the exclusive use of Valley View Mobile Park, LLC, Robert E. McCormick, and their representatives, for specific application to this project and site. Our recommendations and conclusions are based on observed site materials, and current site conditions, and our experience. Our conclusions and recommendations are professional opinibns derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. Our services also do not include assessing or minimizing the potential for biological hazards, such as mold, bacteria, mildew and fungi in either the existing or proposed site development. The following plates are attached to complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plates 3 - 7 Test Pit Logs Plates 8 —12 Boring Logs GEOTECH CONSULTANTS, INC. Valley View Mobile Park, LLC Aprill, 2008 JN 08070 Page 9 included the placement of fill soils, was done on the southern portion of the current trailer park. We recommend that the southern portion of the trailer park area be graded so that slopes are no steeper than 2.5:1 (H:1f). Once this is done, and because the remainder of the site is relatively flat, it is our professional opinion that the potential of lateral spreading due to seismic liquefaction is minor. By preventing catastrophic settlement of the foundations, the safety of the occupants should be protected. This conforms to the intent of the 2006 IBC, which requires that the design "safeguards against major structural failures and loss of life." The intent is not to prevent damage or ensure continued function of the structure after the design seismic event. Excavation slopes should not exceed the limits specified in local, state, and national government safety regulations. Temporary cuts to a depth of about 4 feet may be attempted vertically in unsaturated soil, if there are no indications of slope instability. However, vertical cuts should not be made near property boundaries, or existing utilities and structures. Based upon Washington Administrative Code (WAC) 296, Part N, the upper soils at the subject site would generally be classified as Type C. Therefore, temporary cut slopes greater than 4 feet in height should not be open excavated at an inclination steeper than 1.5:1 (Horizontal: Vertical), extending continuously between the top and the bottom of a cut. The lowest building floors can be constructed as slabs -on -grade if placed atop at least 12 inches of structural fill. In addition, mare -than -normal amounts of steel should be placed in the slab to deter the greater -than -normal potential for cracking of the slab. The subgrade soil must be in a firm, non -yielding condition at the time of slab construction or underslab fill placement. Any soft areas encountered should be excavated and replaced with select, imported structural fill. Foundation drains should be used where (1) crawl spaces or basements will be below a structure, (2) a slab.is below the outside grade, or (3) the outside grade does not slope downward from a building. Drains should also be placed at the base of all earth -retaining walls. These drains should be surrounded by at least 6 inches of 1-inch-minus, washed rock and then wrapped in non -woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least 6 inches below the bottom of a slab floor or the level of a crawl space, and it should be sloped for drainage. All roof and surface water drains must be kept separate from the foundation drain system. LIMITATIONS The conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soil .and groundwater conditions encountered in the test pits and test borings are representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites and cannot be fully anticipated by merely taking soil samples in test pits and test borings. Subsurface conditions can also vary between exploration locations. Such unexpected conditions frequently require malting additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. GEOTECH CONSULTANTS, INC. Valley View Mobile Park, LLC J1N 08070 April1, 2008 Page 8 In accordance with Table 1613.5.2 of the 2006 International Building Code (IBC), the site soil profile within 100 feet of the ground surface is best represented by E (Soft Soil Profile). The upper 10 to 40 feet of loose soil at the site could be prone to liquefaction during a large seismic event. A discussion of seismic liquefaction, along with some recommendations for foundations of the proposed residences on the site and site grading, is given below. The site is underlain by loose, saturated, aEluvial soil consisting of silty sand, sand, and sandy silt. These soils have been demonstrated to have a moderate to potentially high potential for liquefaction during a large earthquake. Current geotechnicai analysis cannot accurately predict where and to what extent soil liquefaction will occur during a large earthquake. It is therefore prudent to assume that soil liquefaction could occur beneath the site. The study of liquefaction and its resulting effects is ongoing, as development in areas underlain by saturated alluvium or hydraulic fill has only really occurred to a great extent in the last 20 to 30 years. Recent observations from earthquakes occurring in the State of California and in Japan indicate the following information about structures in areas underlain by liquefiable soil: W Ground surface subsidence due to liquefaction tends to occur either over a large area or at concentrated points where sand bolls occur. o Differential foundation settlement typically occurs either at the location of a sand boil or where the subsurface soil conditions change significantly. Catastrophic foundation settlement due to liquefaction occurs primarily as a result of lateral spreading, particularly in waterfront areas. Conventionally constructed structures have not been documented to exhibit a high percentage of catastrophic foundation failures in liquefiable areas. Due to the uncertainties in predicting the potential effects of seismic liquefaction on structures in liquefaction -prone areas (that generally are located in river valleys), we recommend the following for foundations of the proposed residences: 0 All foundations be supported on at least 2 feet of structural fill ® All foundations are continuous (thus, no individual footings should be used). All foundations are designed to span 10 feet unsupported. a A low bearing capacity of 1,000 psf should be used in the design of the foundations. These recommendation will allow the exterior footings to span across any areas of concentrated liquefaction (sand boils). The potential for a sand boil to occur beneath, or near, an interior spread footing where the ground surface is constrained by underslab fill and the slab itself is low. Considering the recommendations presented above, it is our professional opinion that the differential foundation settlement that could be experienced by site structures during a large earthquake should be on the order of 2 to 3 inches in a distance of 100 feet. It is our opinion that no additional liquefaction mitigation measures need to be incorporated into the structures beyond what are recommended in this geotechnical report. A majority of the proposed development portion of the site is relatively flat, with grades in the range of 9 percent or less. The only exception is where obvious grading, that likely GEOTECN CONSULTANTS, INC. Malley View Mobile Park, LLC JN 08070 April9 , 2008 Page 7 CONCLUSIONS AND RECOMMENDATIONS As noted above, the rectangular portion of the site that fronts SR 169 is generally covered with approximately 10 to 40 feet of relatively loose mass waste soils that overlie mostly medium -dense, alluvial sand and gravel. The existing trailer park has been located over these soils for at least the last 50 years. We believe that the construction of the proposed development is suitable from a geotechnical engineering standpoint, but several significant issues have to be considered. These issues include the potential for soil movement from adjacent steep slopes, some of which could block the existing creek, the potential for a soil moving onto the slope from the creek area in and above the southeast "dog leg" of the property, and the potential for seismic liquefaction of the Upper soils in the area of the proposed development. There are clear indications that landsfiding occurs in the ravine that includes the southeastern "dog legu of the property and the area to the south of. the "dog leg". There are indications of soil movement on the steep slope that is south of the creek that is on the main portion of the site. The creek that originates south of the "dog leg" could potentially become blocked by a landslide in and south of the "dog leg", and to a lesser extent from potential soil movement on the steep southern slope (the soil movement would just include the weathered soil on the slope, which is likely only a few feet thick). One event did occur in the ravine in 1990 during a large rain event that did cause some flooding and soil deposition in the trailer park. A 65-Moot stream buffer is required for this project. However, if an event similar or bigger than the 1990 event would occur, a soil berm is needed at northern edge of buffer to divert water and/or soil within the buffer toward the western side of the site. We observed an approximate 100-foot-long and 5-foot deep landslide in the ravine area south of the "dog leg". It is possible, although very unlikely, that if a similar landslide could block the entire ravine soil thoroughly, and that the entire soil mass could be transported by the creek to the southeastern side of development. Although the likelihood of this occurring is remote in our opinion (much of the soil would likely stay deposited in the ravine due in part to the new control of surface water from the new subdivision in the Renton Uplands above the site ravine, which lessens the amount of water in the ravine), we believe that the new development needs to be protected against the potential of this event. For this reason, we recommend that the easternmost 100 feet of the soil berm that is on the northern side of the 65-toot buffer be constructed 5 feet tall (thus the eastern 100 feet of the buffer would be larger than a 100-foot-long slide). The potential landslide soil would become less thick as it moved to the west; therefore we believe that the berm can be constructed 1 foot shorter for every 50 feet west of the eastern 100-foot area. A minimum 2-foot-tall berm should be constructed along the entire northern side of the buffer. We believe that the 65-foot buffer area is more than adequate to provide a catchment area for potential shallow soil movement of the steep southern slope. The 2-foot berm would just be needed to force any water from the creek that is rerouted during a landslide to the buffer on the western side of the site and away from the development. A steep slope rises to the east along the eastern edge of the site. Although we did not observe indications of slope instability, there is some potential for some soil movement of the near -surface soils similar to what could occur on the steep slope at the southern side of the site. This potential exists for all steep slopes in the Puget Sound areas. It is our professional opinion that a 25-foot buffer from the southeastern slope is adequate for this project. Any shallow landslide that could potentially occur in this area would readily be contained in the buffer area in our opinion. For both this buffer area and the 65-foot buffer on the southern side of the site, if soil is deposited into the buffer via landslides and/or soil movement, the soil should be removed within a few weeks. This is so the buffers are free to "catch" more soil in the future. GEOTECH CONSULTANTS, INC. Valley View Mobile Park, LLC 3N 08070 Aprill, 2008 . .. . .. _ . rage a It should be noted that groundwater levels vary seasonally with rainfall and other factors. At this site, however, we anticipate that groundwater could be encountered in most areas during most of the year. The stratification lines on the logs represent the approximate boundaries between soil types at the exploration locations. The actual transition between soil types may be gradual, and subsurface conditions can vary between exploration locations. The logs provide specific subsurface information only at the locations tested. If a transition in soil type occurred between samples in the borings, the depth of the transition was interpreted. The relative densities and moisture descriptions indicated on the test pit and boring logs are interpretive descriptions based on the conditions observed during excavation and drilling. Please note that the compaction of backfill in the test pit excavations was not in the scope of our services. Loose soil will therefore be found in the area of the test pits. if this presents a problem, the backfill will need to be removed and replaced with structural fill during construction. SLOPE CONDITIONS We noted the presence of several landslides and erosion on the steep ravine slopes in, but mostly above, the "dog leg" area. One such landslide is just upslope to the east of the existing water well at the south end of the "dog leg" area. This landslide visually appears to be about 50 feet wide by 100 feet long and about 5 feet deep. The top of the headscarp of the landslide is about 60 to 75 feet above the floor elevation of the ravine (creek bed). 1t appears that about half of the total volume of landslide soil and debris still remains on the face of slide as an elongate mound of loose, disturbed material. However, a fairly recent landslide aiong the bottom (north side) of this mound suggests that future sloughing of the mound will occur. Runout (soil and debris from the landslide) will likely extend to the creek bed. Many of the landslides and erosion we observed within the narrow ravine area above the site. The major area that this occurred is at the interface of the outwash sand and gravel and the underlying Pre -Fraser soils. This is because groundwater can easily flow through the outwash soil, but cannot continue downward because the Pre -Fraser soils are much less pervious. Therefore, springs . emanate at the ground surface at the interface of these soils, which causes an area of soil instability. The landsliding and erosion has left numerous hard silt "benches" sitting about 10 to 20 feet above the base of the creels within 150 lineal feet of the south "dog leg" property line. We also observed that some shallow landslides have occurred in the past on the steep slope that borders the south property line above the trailer park. Currently, the slope is covered with a dense understory vegetation of mostly sword ferns, and an upper story of scattered big leaf maple trees. The trees are bowed and appeared to have moved downslope in the past. We noted minor spring seepage at the toe of the steep slope in this location. We did not observe signs of recent landsliding, or deep-seated landsliding, on the steep southeast and south slopes above the site. GEDTECH CONSULTANTS, INC. Valley View Mobile Park, LLC JN 08070 April`I, 2008 -Page 5 Soil Conditions Man -placed fill was observed at the ground surface in the test borings and test pits on the developed trailer park property. The fill reflects past grading to accommodate construction of interior roadways, trailer pads, and the laundry, house, and garage buildings. The depth of the fill ranged from about 1 to 5.5 feet in depth. Approximately 2 to 4 feet of man -placed fill was also encountered in most of the test pits excavated in the currently undeveloped westerly parcel. It is likely that much of the fill in the westerly undeveloped area was from past house/outbuilding construction, and haul -in of several hundred cubic yards of soil from the trailer park following debris clean up in 1990. Our explorations encountered mass wasteage deposits (MWD) beneath the layer of man - placed fill, similar to what was noted in the draft geology map. The MWD that underlies the property consists of sand and slit soils that were eroded from the drainage ravine above the site and from surficial landsliding of soils onto the site, all occurring over perhaps thousands of years. The MWD generally includes interlayered zones of silty sand, relatively clean sand, and sandy silty, and silt, in a very wet -to -saturated, very loose/very soft -to -medium stiff, highly disturbed condition. The MWD typically contains organic matter, ranging in size from trace organics, to peat, to buried tree trunks. The MWD makes up the bulk of the soils that underlies the property, with depths varying from a few feet thick to about 40 feet in thickness. The largest amounts were found near the creek and/or steep southeastern and southern slope. This is generally as expected because the material was mostly deposited via the creek. As predicted by the draft geology map, our explorations encountered alluvium soils beneath the mass wastage deposits, although one test pit did not reach the alluvium. The alluvium encountered consists generally of clean to silty, sandy gravel, likely deposited in elongate gravel bars. The alluvium is generally medium -dense to dense, saturated, and typically includes cobbles, and possibly boulders. The alluvium was encountered from 11.5 to 12.5 feet bgs in TP-1 and TP-2, 8 to 10 feet bgs in TP-3, 6.5 feet to 12 feet bgs in TIP-4, a to 12 feet bgs in TP-5, 2.5 to 8 feet bgs in TP-6, 10 to 11.5 bgs in TP-7, and 3 to 10 feet bgs in TP-8. The alluvium was encountered from 29 to 35 feet bgs in B-1, 23 to 30 feet bgs in B-2, 15 to 22.5 feet bgs in B-3, 25 to 29 feet bgs in B-4, and from 45 to. 49 feet bgs in B-5. Groundwater Conditions Groundwater seepage was observed in all test pits and test boring locations except at TP-3, TP-5, TP-6, and TP-8. Groundwater was encountered at 4.5 feet bgs in TP-1 and TP-2, 11.5 feet bgs in TP-4, 4 feet bgs (moderate flow) and 10 feet bgs (heavy flow) in TP-7, and 2.5 feet bgs in TP-9. Groundwater seepage was encountered at 7.5 feet bgs in B-1, 5 feet bgs in B-2, B-4, and S-5, and 3 feet bgs in B-3. The test pits and borings were left open for only a short time period, except for TIP-4, which was left open for about 1 hour. Therefore, the seepage levels on the logs represent the location of transient water seepage and may not indicate the static groundwater level. However, the depth of groundwater in our exploration at TP-4 (11.5 feet bgs) was fairly close to the elevation of Cedar River based on visual estimates at the time of excavatlon. Therefore, the depth to groundwater in TP-4 may represent the static groundwater elevation at the time of excavation. Also note that groundwater levels encountered during drilling can be deceptive, because seepage into the boring can be blocked or slowed by the auger itself. GEOTEGH CONSULTANTS, INC. Valley View Mobile Park, LLC Aprill , 2008 GEi)LOG1C SETTING J N 08070 Page 4 The overall geology of the site vicinity is described in the Draft, Geologic Map of King County, compiled by Derek 6. Booth, Ralph A. Haugerud, and Jill B. Sacket, dated 2002. The draft geologic map indicates that the site and area above the site is underlain by five basic soils, from highest to lowest: 1) glacial till, 2) advanced outwash sand and gravel, 3) mostly slit, but some sand sails, deposited thousands of years before the last glacial advance into the Puget Sound (referred to as Pre -Fraser deposits), 4) mass wastage deposits that eroded or sloughed from the steep slopes and ravine areas above the site, and 5 soils deposited as alluvium from the Cedar River. The last glaciation in the Puget Sound region occurred approximately 13,000 year ago, Since that time, the Cedar River has meandered downstream in the Renton -Maple Valley area, depositing sand and gravel soils as alluvium across the width and length of the river valley. It appears that the southern side of the river valley extends to near base of the steep slopes at the southern side of the rectangular portion of the site. Therefore, we believe that the river flowed up against the southern slopes. Some oversteepening of the southern slopes likely occurred because of this. At some point, it appears that the river channel went to the northern side of the valley away from the site. Currently, it appears that the river is blocked from flowing back toward the site by the Maple Valley Highway. When the river was likely flowing on the site, but more importantly since the river moved north of the site, the mass wastage material has flowed to the trailer park area from the ravine at and above the southeastern "dog leg". The mass wastage material was derived from erosion and landslides occurring in the ravine. A more detailed description of the reasons for the erosion and landslides is given in a subsequent Slope Conditions; section in this report. SUBSURFACE The subsurface conditions were initially explored by excavating nine test pits (TP-1 through TP-9) on March 6, 2008. We returned on March 12, 2008 to drill 5 deep test borings (B-1 through B-5.) The test pits and test borings were completed at the approximate locations shown on the Site Exploration Plan, Plate 2. Our exploration program was based on the proposed construction, anticipated subsurface conditions and those encountered during exploration, and the scope of work outlined in our proposal. The test pits were excavated using a track -mounted backhoe (excavator). A senior engineering geologist from our staff observed the excavation process, logged the test pits, and obtained representative samples of the soil encountered. "Grab" samples of selected subsurface soil were collected from the backhoe bucket. The Test.Pit Logs are attached to this report as Plates 3 through 7. The test borings were drilled using a trailer -mounted, hollow -stem auger drill.. Samples were taken at 2.5 and 5-foot intervals with a standard penetration sampler. This split -spoon sampler, which has a 2-inch outside diameter, is driven into the soil with a 140-pound hammer falling 30 inches. The number of blows required to advance the sampler a given distance is an indication of the soil density or consistency. Our senior engineering geologist observed the drilling process, logged the test borings, and obtained representative samples of the soil encountered. The Test Boring Logs are attached as Plates 8 through 12. GECTECH CONSULTANTS, INC. Valley View Mobile Park, LLC JN 08070 Aprill, 2008 Page 3 The property is bounded to the south and southeast by steep slopes that extend down from the Renton uplands. The steep slope at the southeast corner of the site, which represents the south flank of the ravine mouth, ranges from about El. 230 feet down to the toe -of -slope at about elevations 160 to 180 feet, and averages about a 100 percent grade. Some excavating has obviously been done at the past of the southeastern slope, as some concrete -block walls are located there. Similarly, the steep slope adjacent to the south side of the trailer park that extends above the creek is well over one hundred feet high and has an average grade of about 100 percent. The Valley View property extends about another 925 feet southwards and upslope of the main trailer park site. This narrow, "dog leg" extension follows an existing creek, described below, and has been graded to a uniform surface. The "dog leg" area slopes gently -to -moderately down to the trailer park with elevations ranging from about Elevation 310 feet at the southernmost property line down to El. 180 feet where the "dog leg" meets the trailer park site. This parcel has a small storage shed and is used for long-term parking of various vehicles including cars, old trailers, and trucks. It is mostly grass covered. A water well is located at the south, upslope end of this "dog- leg" A small creek extends from the uplands area, through the south "dog leg" and downstream to the developed portion of the site. The creek varies in width but is generally less than 5 feet wide. The creek bed becomes deeply incised (5 to 10 feet) as the creek from upstream enters the "dog leg" portion of the site. Once the creek reaches the developed portion of the site- the creek is routed into a narrow ditch, then to an existing half -round PVC pipe that extends westward along the toe of the steep south slope that is above the trailer park. The half -round pipe stops at about where the developed portion of the site meets the westerly, currently undeveloped parcel. At that point the creek water is carried in a shallow ditch paralleling the steep south slope. At the approximate southwest corner of the westerly undeveloped parcel, the ditch turns northward to follow the aforementioned ditch along the west property line. The creek then drains into a culvert under Southeast Renton -Maple Valley Road and eventually discharges to the Cedar River. We traversed the area upslope of the creek, and it is apparent that the creek is groundwater -fed, deriving its flow from groundwater springs emanating from the slopes above and south the site. However, some minor spring activity is seen at the south end of the "dog leg" area, and along portions of the steep slope adjacent to the south side of the trailer park. Based on aerial photos we have reviewed, the area in the Renton Uplands that is located at the top of the ravine that is south of the site was undeveloped prior to approximately 2002. Now a subdivision is located there. It is apparent based on overall topography that near -surface water from this area flowed into the ravine prior to. development. However, the drainage for the subdivision now flows to a large detention pond. With the exception of the pond overtopping, which we assume is for a greater-than-100-year storm; the water that flows to the pond is diverted to another ravine that drains away from the ravine that is south of the site. King County Sensitive Areas Ordinance Map No. A08PM056 GEO shows that the entire property, including the steep slope and ravine areas of the property, are within Landslide Hazard and Erosion Hazard areas due to the steep slope inclinations, soils generally susceptible to erosion, and past history of landsliding. The map also indicates that the approximate northerly portion of the rectangular area of the site area is within a Seismic Hazard area. GEOTECH CONSULTANTS, [NC. Valley View Mobile Park, LLC JN 08070 Aprill, 200$ Page 2. SITE COAI©ITIOMS SURFACE The Vicinity Map, Plate 1, illustrates the general location of the site, which is located between the Cities of Maple Valley to the east, and Renton, to the west. Most of the site is generally a large rectangle, with Southeast Renton -Maple Valley Road (State Route 169) fronting the northern side of the site. However, a long, narrow "dog leg" extends southward off the southeastern side of the rectangular portion. State Route 169 separates the site from Cedar River. The property consists of about 11.5 acres of land divided into developed (mostly) and undeveloped parcels. The current undeveloped portions are generally on the western side of the site and at the southeasterly "dog leg". The site is bounded to the west by a large residential subdivision, to the east by mostly undeveloped property, and to the south by steep, undeveloped slopes. The Renton uplands are located above and to the south of the site. For the purposes of this report, the Renton uplands refer to the broad extent of the Fairwood residential development, McGarvey Park Open Space, and the Lake Desire Park areas. The existing developed portion of the site has been used for a mobile home park since at least 1960 based on our review of aerial photographs of the site vicinity. The aerial photographs show that site has changed very little over a period of nearly 50 years. King County records indicate construction of the laundry building and the manager's house with detached garage in 1960. A paved road loops around the center of the site and provides access to Southeast Renton -Maple Valley Road. The developed portion of the property .is vegetated with various plants mostly placed by the trailer park tenants. Additionally, a few large conifer trees are scattered about the site. A mostly deciduous -tree- and blackberry vine -covered, undeveloped parcel is adjacent to the west side of the trailer park. An old house, garage, and various out buildings were demolished many years ago on this parcel. A 1960 aerial photograph shows the old house, garage and out buildings. At one time a dirt driveway extended southwards into the site near to, or adjacent to, the west property boundary. Now a narrow ditch carrying creek water extends along the approximate road alignment near the adjoining property line of the site and the adjacent residential subdivision. Most of the trees on this lot are deciduous (mostly alders and maples). A number of elongated piles of loose fill extend north -south across this parcel. The fill, we understand from our conversation with a long-time resident of the trailer park, was soil and debris that had washed down from a creek above the developed trailer park parcel in 1990. Based on our field observations, it seems that. at least 200 cubic yards of soil and debris, or more, were trucked to the vacant parcel following the 1990 mud and debris flow onto the trailer park site. The Valley View property is located at the mouth of a ravine, and the overall topography is that of a relatively gentle -to -moderate slope extending to the northwest towards the Cedar River. Site elevations within the developed portions of the trailer park range from about Elevation 180 feet at the southeast corner down to about El. 120 feet over a southeast -to -northwest diagonal distance of about 550 lineal feet, which is about a grade of 9 to 10 percent. Grades within the trailer park, however, vary based on past grading to develop interior roads, trailer pad and various facility building sites. The only relatively steep portion of the site parallels SR 169: a slope and ecology block wall is located there. Potential trailer locations, which are relatively flat and grass covered, are located at the top and bottom of this relatively steep area. It appears that manmade grading was done there, with fill placed at the top of the slope and some excavation done at the bottom to install the wall. GEOTECH CONSULTANTS,, INC, 13256 Northeast loth Street, Suite 16 Bellevue, Washington CONSULTANTS, INC. (425) 747.5618 FAX (425) 747-8561 April 1, 2008 JN 08070 Valley View Mobile Park, LLC 161 Mapleway Road Selah, Washington 98942 Attention: Robert E. McCormick Subject: Preliminary Geotechnical Engineering Report APR 0' 2 0 a 8 Proposed Residential Subdivision 16405 Southeast Renton -Maple Valley Road D 0. r_ . ; King County, Washington Dear Mr, McCormick: We are pleased to present this preliminary geotechnical engineering report for the proposed residential subdivision to be constructed on the Valley View Mobile Home Park property located at 16405 Southeast Renton -Maple Valley Road in King County, Washington. The scope of our services consisted of exploring site surface and subsurface conditions, and then developing this preliminary report to provide recommendations for general earthwork and design criteria for house foundations, retaining walls, and pavements. Additionally, this report provides recommendations for steep slope setbacks, and includes preliminary recommendations for reducing the risk of future flooding and deposition of debrislsediment from an existing drainage ravine located upslope of the proposed development. This work was authorized by your acceptance of our proposal, P-7567, dated February 26, 2008. We were provided with conceptual site plans and a topographic map. Pacific Engineering Design, LLC, (Pacific) developed these {Mans, which are dated March of 2008. Based on these plans, and discussions with Pacific, we understand that the existing mobile home park will close and all mobile homes, trailers, and various sheds and buildings will be moved, and/or demolished as required to develop the property. A residential subdivision development is proposed for property, with the exception of the southeastern corner of the site. The development will consist of a new interior road, approximately 37 single-family residences, and a large stormwater detention pond. A 65-foot buffer is needed along the southern and western edges of the site because of an existing stream. A smaller buffer is needed from an existing slope on the eastern edge of the site, as discussed further in this report. A specific grading plan for the site has not yet been fully developed at this time, but it appears that some excavation will be done on southern side of the eastern portion of the development, while some filling may be done on the northern side of the eastern portion of the development. If the scope of the project changes from what we have described above, we should be provided with revised plans in order to determine if modifications to the recommendations and conclusions of this report are warranted. MAIN FILE COPY GECT`=CH CONSULTANTS, INC. Slope backfill away from foundation. Provide surface - -- dra'irfs-where-necessary:------ -- - Backfill (See text for requirements) Nonwoven Geotextile Washed Rock Filter Fabric (718" min. size) 4oDo4 °O °O 6^On4 0406 L V O O ° O 6 O 6 O 6" min. °°°° °. Tightline Roof Drain (Do not connect to footing drain) 000..•4, 06.Q•4 QQ 0.0.0 1. ' 0 '6 OO O•p O o o aa .G ro. .b .ro .b .b'n.b ti.6.b •p'O .o . 4" Perforated Hard PVC Pipe (Invert at least 6 inches below slab or crawl space. Slope to drain to appropriate outfall. Place holes downward.) NOTES: (1) In crawl spaces, provide an outlet drain to prevent buildup of water that bypasses the perimeter footing drains. (2) Refer to report text for additional drainage, waterproofing, and slab considerations. GEOTECH CONSULTANTS, INC. FOOTING DRAIN DETAIL 16405 SE Renton -Maple Valley RD. King County, Washington Job I Da#e: cale: a#e: 08070 March 2008 Not to Scale 13 a Plat Screening Transmittal King County Preliminary Plat Application of McCormick Subdivision Department of Development LUSD File No. L08P0003 and Environmental Services Date of Information Request: June 9, 2008 900 Oakesdale Avenue Southwest Deadline for Submittal of Information: September 9, 2008 Renton, WA 98057-5212 p 206-296-6600 TTY 206-296-7217 www. metrokc,gov Please provide ten (10) copies of the following, unless otherwise noted. Drainage: The following information must be prepared and stamped by a civil engineer licensed in the State of Washington. • Please revise the Level 1 Analysis to show the existing drainage system along the frontage of Valley Faire. There is a large bypass cross pipe under the Maple Valley Highway at the entrance to Valley Faire and another cross culvert located east of the entrance.(see plans enclosed Summerfield Phase II). Please show the existing direction of flows along the Valley Faire frontage. The drainage plans for Valley Faire show that the drainage along the easterly frontage flows to the west. • The Level 1 Analysis should include a narrative regarding the overflow sequence and routing for the existing detention pond for Woodside at McGarvey Park. This facility contains two cage type overflow structures and an emergency spillway designed for overflow redundancy (plans enclosed). This pond is located directly upstream from the proposed McCormick Subdivision. • Please include in the Level 1 Analysis copies of the Summerfield Ravine Stabilization and Phase II (enclosed) to show how the offsite upstream flows have been routed. Note we have contacted Gary Ward (253-372-5681) at WSDOT Maintenance to request that the existing downstream 36-inch cross culvert be cleaned. WSDOT has responded to this request and plans to have the culvert cleaned by mid July. Groundwater: Please submit geotechnical recommendations to address groundwater for the construction of the roads and subdivision . Revise the conceptual drainage plan as needed to address groundwater. Geotechnical: 1) As proposed, the lots along the eastern steep slopes (lots 19-21 and possibly 17,18) intrude into the required 25 foot steep slope buffer. The buffer must be fully contained in a separate tract. Please either revise the plans to show the recommended 25 foot buffer in the critical areas tract or provide supplemental geotechnical engineering information that supports further reduction of the buffer width. In addition, a fencing and buffer restoration plan must be provided for the disturbed portions of the steep slope and landslide hazard area buffers. The planting plan must use native species and shall be designed to minimize the intrusion of invasive species. 2) Please have the project geotechnical engineer specifically evaluate the debris flow risk associated with an emergency overflow event or embankment breach in the pond at the head of the ravine. The evaluation should include discussion of the expected flow volumes, geomorphic impacts, life safety hazards and risk of property damage, as well as some discussion of the likelihood of these events. Please also include discussion of, and if appropriate, incorporate, additional mitigation measures to minimize the hazard from these and other low probability, high hazard events. McCormick — L08P0003 6108 C 3) Please provide more details r - rding the conceptual debris flow miti )n berm. The current proposal does not appear to include rock or other armoring measures. Please verify that a structural fill berm will be stable in the event of anticipated debris flows and if necessary provide reinforcement, armoring, or other energy dissipation features to turn the flows and protect the berm. 4) Please either extend the debris flow mitigation berm to the base of the steep slope to the east or provide appropriate rear yard protection along lots 15-21. 5) Please either relocate the debris flow mitigation berm outside the required stream buffer or provide ecological justification and/or mitigation for locating it as proposed. 6) A conceptual debris flow mitigation area maintenance plan must be provided if the proposal will require cleaning or repair after debris flow events. The conceptual plan must address ownership, access and financial responsibilities. Engineering details can be deferred until plat engineering plan review. 7) Please provide an analysis of the ability to store or safely convey water and landslide debris without increasing the current risk to adjacent properties and public right of way. If mitigation measures are required, conceptual plans must be included. If you have further questions regarding the geotechnical information, please contact Todd Hurley, Senior Geologist at 206-296-7257. Roads: • Please provide an updated measurement of the length of cul-de-sac from the construction centerline of SR-169 to the center point of the cul-de-sac bulb. If the length of cul-de-sac exceeds the requirements of the 2007 King County Road Standards, revise the plat or submit a variance to the KCRS. • Tract H appears to exceed the 150 ft. maximum length without a cul-de-sac (as measured to the centerline of Road A). Either revise this tract to include a cul-de-sac, reduce the length or submit a variance to the KCRS • Conceptual frontage improvement plan — provide a conceptual frontage improvement plan which includes the proposed right turn pocket, taper, and associated drainage improvements. Building Envelope: Given the 15 ft. building setback line (BSBL) required from the critical area tract(s), please reevaluate the building envelope for proposed lot 21, Note, the 15 ft. bsbl will also extend from the south lot line. This may result in the reconfiguration and/or loss of lot(s) along the eastern portion of the site. Conceptual Recreation Plan: Submit a conceptual recreation plan which indicates the type of improvements (i.e. sport court, play structure, benches, landscaping, etc.) proposed within the recreation tracts. See KCC 21A.14.180 E2 for equipment requirements. Please note, at this time, Tracts C, E, and F do not appear to be feasible for recreation use, given the proximity to SR-169 and critical area tracts_ Revised Preliminary Plat: Provide 25 copies of a revised preliminary plat, as necessary, as a result of above - referenced requests for additional information. As a result of the review of the information, additional information (studies, revisions, etc.) may be requested at a later date. Further evaluation of these issues may result in the reconfiguration and/or loss of lots, McCormick — L08P0003 6108 i King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TTY 206-296-7217 www.rnetrokc. gov June 9, 2008 Robert McCormick 161 Mapleway Road Selah, WA 98942 RE: Notice of Request for Additional Information or Studies Application No. L08P0003 -- McCormick Plat Dear Mr. McCormick: The purpose of this letter is to notify you pursuant to King County Code Title 20 that the Land Use Services Division is requesting additional information and/or studies to complete the review of your project. The information is described on the enclosed plat screening transmittal. When submitting the requested information, include a copy of the plat screening transmittal and retain a copy for your records. Provide a cover letter, which lists how each item, was addressed. Any clarification or explanation of the submittal can also be included in the cover letter_ Please submit the information to: King County Dept. of Development and Environmental Services Land Use Services Division ATTN.: Kim Claussen, Project Manager ill, Current Planning Section 900 Caksdale Avenue Southwest Renton, WA 98057-5212 If the submittal is hand delivered, submit at the address above. Your application is on "hold" from the date of this notice, until the date you are advised that the additional information satisfies this request or 14 days after the date the information has been provided. You will be notified if the Division determines that the information is insufficient. Please note that the supplemental information required after vesting of a complete application shall not affect the validity of such application. The deadline for the submittal of the necessary information is September 9, 2008. In the event you feel extenuating circumstances exist, which may justify an extension of this date, you may submit such request, in writing, for consideration by this Department. Failure to meet the deadline shall be cause for the Department to cancel or deny the application. MAN FILE COPY f If possible, please submit all of the information in one package. If you have any questions, regarding the additional information or the submittal deadline, please call me at (206) 296-7167. Since ly, im Claussen, Project Manager III Current Planning Section Cc: Pacific Engineering Design LLC Bruce Whittaker, Senior Engineer, Engineering Review Section, LUSD w/enc Kris Langley, Senior Engineer, Traffic & Engineering Section, KCDOT w/enc Nick Gillen, Senior Ecologist, Critical Areas Section, LUSD w/enc Todd Hurley, Senior Geologist, Critical Areas Section, LUSD w/enc Application File w/enc Page 2 of 2 i r fpp tll King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton. WA 98055-1219 May 7, 2008 TO: Kim Claussen, Project/Planner Manager 111, Current Planning Section FM: Pat Simmons, Engineer II, Engineering Review Section Via: Ray Florent, Engineer III,Engincering Review Section Planner: Kim Claussen RE: Proposed Plat for the McCormick Plat LUSD File No. L08P0003 Comments of the above project 1. The sewer, septic and drywell should be extinguished prior to final approval. 2. The location of at least two monuments must be show on the map (KCC 19A.08.130(B)). We cannot verify the location is as shown on the map 3. The contours must be based on a field survey per KCC 19A.08.150(B)(2). A statement to this effect must be shown on the preliminary map. 4. This a one legal lot per the approved Boundary Line Adjustment S92LO194 ( merged lots per the approval docement) 5. The area of the property is not provided by the map. x) McCormick - 37 LOT SUBDIVISION 0 Permit Approval Conditions Document Fire System Review co0 Tracking Number: L08P0003•�,� ,y 05/05/08� The following conditions apply to the 17 ire Engineering approval of the above referenced preliminary plat: AA01 MUDD Any questions regarding the fire review of tins plan should be directed to: Bill Mudd, Fire Engineering Supervisor Telephone: (206) 296-6785. *** SPRINI{LER REOUIREMENT *** Any future residences constructed within this short plat must be sprinkled (NFPA 13D) unless the requirement is removed by the Ki ng County Fire Marshal or his/her designee. Section 503 of the International Fire Code (I C) requires all portions of the exterior walls of structures to be within 150 feet (as a person would walk via an approved route around the building) from a minimum 20-foot wide driving surface. The Fire Code identifies vehicles parked on roadway surfaces as an obstruction. To qualify for removal of the sprinkler requirement the driving surface of Road A must have a minimum curb -to -curb width of 36 feet if parking is permitted on both sides, or 28 feet if parking is allowed on only one side. The Fire Marshal will not qPprove a parking restriction on both sides of the roadway. Additionally, a fire hydrant has to be located within 350 feet vehicular travel distance of the building envelope of each lot, or any residences constructed outside that distance must be sprinkled. Fire Systems Review Approval Conditions P"I"V 1 of 1 REQUEST FOR King County SCHOOL INFORMATION Dept. of Development and Environmental Services PRELIMINARY PLATS Land Use Services Division 900 Oakesdale Avenue Southwest Renton, VVA 98057-5212 DATE: April 4, 2008 TO: Renton School District FM: —Kim Claussen, PPM III RE: Proposed Plat of McCormick LUSD File No: L08P0003 The Land Use Services Division (LUSD) has received an application for a subdivision in your District. Enclosed is a copy of the plat map received by the Land Use Services Division on April 2, 2008. In order for us to adequately evaluate this proposal, provide the most accurate information to the public, and for LUSD to serve the School District better, please provide us with the following information: Which schools do you anticipp Elementary Jr. High/Middle the students living in this subdivision would attend? CA Sr. High ?C -z z E Will the students walk or be bushed to these schools? Elementary Jr. High/Middle Sr. High N If the students will be bussed, where do you anticipate the bus stops will be located? If that information is not available at this time, currently, where are the closest bus stops located to this site? %. Elementary /A Jr. High/Middle Sr. High Other Comments: Please complete this form and return it by May 5, 2008 to the address below. If you have questions regarding this proposal, please call me at 206-296-7167. Thank you. King County Department of Development and Environmental Services Land Use Services Division ATTN: Kim Claussen, Project Manager 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 MAIN FILE COPY LUSD/FORMS/CFBFORMS/REQSCHOL.INFO Department of L-9 Development and Environmental Services oAK-DE-0100 King County 900 aakesdale Avenue Southwest Renton, WA 98057 KING COUNTY- DEPT. OF DEVELOPMENT AND Dti ENVIRONMENTAL SERVICES \ 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 i i i 7 F F 11137� LIM King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TTY 206-296-7217 www.metrokc.gov April 30, 2008 Robert McCormick 161 Mapleway Road Selah, WA 98942 RE: Notice of Incomplete Application Application No. L08P0003 — McCormick Plat Filed on April 2, 2008 Dear Mr. McCormick: The purpose of this letter is to notify you that on April 30, 2008, the Land Use Services Division determined that the above -referenced application is incomplete under the current requirements for a complete application as specified in King County Code 19A.and King County Code 20_ This initial determination is intended and used for the purposes of determining the vesting date and for applying the time period established by the Code. The following information is needed for this application to be considered complete. The Level 1 Drainage Analysis must contain actual copies of the relevant downstream complaints. The complaint locations must also be shown on the downstream mapping. The Task 5 Mitigation must also address how each relevant complaint is mitigated per Core Requirement #2 of the King County Surface Water Design Manual. Please submit ten (10) copies of a revised Level 1 Drainage Analysis per above. The Land Use Services Division will keep your application "on hold" pending receipt of the above information, and the project is not vested. Pursuant to King County Code, if the requested information is not received by July 31, 2008, your application will be canceled. No time extensions will be granted. Should the application be canceled, you will be required to submit a new application. If you have any questions about the information requested, please call me at 206-296-7167. 4IS',rely, laussen, Project Manager III �IAAIKI FILE COPY cc: Pacific Engineering LLC Lisa Dinsmore, Supervisor, Current Planning Section, Land Use Services Division Bruce Whittaker, Senior Engineer, Engineering Review Section, LUSD Nick Gillen, Senior Ecologist, Critical Areas Section, LUSD Larry West, Senior Geologist, Critical Areas Section, LUSD Kris Langley, Senior Engineer, KCDOT Application file L-9 King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TTY 206-296-7217 www.klnqcounty.gov April 14, 2008 Robert McCormick 161 Mapleway Road Selah, WA 98942 RE: Permit Fee Estimate: L08P0003 — McCormick Plat Permit Type: Preliminary Plat Dear Mr. McCormick: The Department of Development and Environmental Services (DDES) has implemented a program for managing certain types of permit applications to provide customers with an enhanced level of customer service. The Project Management Program seeks to provide customers with increased predictability for the permit process and better accountability from County review staff, For permit applications under Project Management, a project manager is assigned to the permit to facilitate communication with the applicant and provide a fee estimate to cover the anticipated scope of review. The project manager will also monitor and manage the permit application throughout the review process to ensure review schedules remain in line with performance standards and the overall work hours are within the range of estimated fees for the project. Your application was received by our office on April 2, 2008 and will be processed by a Project Manager. The enclosed information provides a summary of the fee estimate for the anticipated work disciplines associated with the preliminary review phase and fee estimate revisions which may affect the permit fees. Please return the signed Acknowledgment Form, page 2 of the enclosure, to my attention at the address specified in the letter head. Failure to return the Acknowledgement Form and pay the deposit within 17 days of the date of this letter may result in the suspension or cancellation of the application. If you have any questions regarding the permit fees, the requirements of the project management program or any other aspect of the review process, please contact me via e-mail at Kimberly Claussen(a)kin countgo_v or by telephone at 206- 296-7167. Sinc ely, aus reject Manager and Use Services Division (LUSD) Enclosure CC' Pacific Engineering Design, LLC Lisa Dinsmore, Supervisor Current Planning Section, (LUSD), (DDES) N- a 19 King County Land Use Services Division Permit Fee Estimate Permit Number: L0SP0003 I Date: April 14, 2008 Permit Title: McCormick Plat Permit Type: Preliminary Plat I Permit Subtype: Based on permit information submitted by the applicant, the Department of Development and Environmental Services (DDES) has determined the amount of review fees for the subject application. The fees shown below do not include ancillary permit fees, recording fees, project -related mitigation fees or other fees that are passed through to the applicant from other agencies, or as part of the project's environmental review. Fixed Fees: Bldg Fire Flow Review $211.00 Counter Service Fee for Application Intake 4� 83.00 Total Fixed Fees: $694,00 Estimate for Hourly Fees: (229 Hours x $140.00) 532,060.00 Total Permit Fee Estimate: $32,754.00 Amount Due at Application , $16,724.00 (Once the application is deemed complete, 100% fixed fees plus 50% of hourly fees estimate is due.) Less Amount Paid ($12,457.00) Amount Due at Application Balance (due immediately) $4,267.00 Permit Fee Estimate Balance to be paid via installments $16,030.00 Note: The estimate for hourly fees stated above is based on the total estimated number of hours for your project not to exceed 229 hours and is calculated using the department's hourly rate in effect at the time the estimate is completed. The total estimated hours reflect work performed by some, or all, of the following disciplines: Engineering, Land Survey, Engineering Technical Support, Site Development, Critical Areas, Traffic, Project Management and Planning. Please see attached Fee Estimate Worksheet for specific fees. Based upon the attached fee estimate revisions, the number of hours required may be modified. Your permit will be billed using the installment plan you select, not to exceed twelve equal monthly payments. Your first Project Management Statement will reflect the installment schedule to be paid for your permit. You may choose to pay the balance in full or make monthly payments. To avoid finance charges, please submit the minimum payment each month. If you have questions about the billing statement, please call Elaine Gregory, Finance Manager, at 206-296-7139 or the Billing Hotline at 206-296-6659. k1a King County Land Use Services Division Fee Estimate Acknowledgment Form and Revision Policy Permit Number: L08P0003 Date: April 14, 2008 Permit Title: McCormick Plat Permit Type: Prelimin4TX Plat Estimated Maximum Hours: Applicant: Robert McCormick Total Fee: $ 32,754.00 Not later than 17 days after the date of this fee estimate letter the applicant must submit a signed copy of this form to DDES, disputing the estimated cost of this permit and that s/he has read the DDES policy relevant to fee estimate revisions stated below,. Failure to do so will result in the loss of your right to dispute and appeal the estimate and may result in cancellation of the application. Fee Estimate Revision Applicants are responsible for all fixed fees, reported hours performed in reviewing submittal materials and processing, up to the fee estimate. Changes in the scope of the project review will result in a revised review fee estimate. Fee estimates are based on information submitted to DDES by the applicant prior to finalization of the permit application. In addition, estimates are determined by utilizing historical data gathered from projects of similar type, size, and scope. The fee estimate will be the maximum fees charged unless the scope of the project changes. Should fewer hours be required to complete the review, the applicant may receive a refund for those hours. If items are identified that are not originally disclosed, a new estimate may be required. Applicants wit] be responsible for any additional hours identified in a new estimate if: 1. The applicant fails to provide accurate, complete, or timely information. 2. The applicant fails to disclose a site or development issue that creates the need for additional review that could not have been reasonably anticipated by the Project Manager during the preparation of the previous Fee Estimate. 3. The applicant changes the scope or design of the proposal, creating the need for additional review that could not have been reasonably anticipated by the Project Manager during the preparation of the previous Fee Estimate. 4. The applicant fails to complete the construction of the project in a timely manner, creating the need for additional review, unanticipated by the Project Manager during the preparation of the previous Fee Estimate. 5. The applicant files an appeal and the Fee Estimate did not anticipate an applicant appeal. 6. The applicant makes a request to separate the review of the project into distinct phases. 7. There has been unauthorized construction on the property, including, but not limited to, clearing or grading, or an associated code enforcement case is opened. 8. The King County Council modifies permit fees. 9. The project is modified, such that there is a change in the building valuation and the resulting building valuation fees. Keeping review fees at or below the fee estimate will depend on the applicant's commitment to complete the process review. This commitment should include submitting materials which address all County codes, policies, previously approved conditions and responding to the County's request for corrections or additional information in a timely manner, not to exceed 90 days. ❑ Accept the Fee Estimate ❑ Dispute the Fee Estimate Applicant/Owner Name (print) Date Applicant/Owner Name (signature) File Number - L08P0003 Return to: Kim Claussen, PPM III 2 i King County INFORMATION ON PROJECT MANAGEMENT STATEMENTS, BILLING/PAYMENT REQUIREMENTS, INSTALLMENT PAYMENT PLANS, ACKNOWLEDGMENTS, APPEALS AND FINANCE CHARGES. Your application is being reviewed under the Project Management program, you will be provided a budget estimate that is based on historic averages and the information you provided with the application. once you have received the estimate, it is your responsibility to contact the Project Manager and make arrangements for payment plans. Checks may be made out to King County Finance. The Department may remove your project from the Project Management program under the following conditions: • During project review, the applicant changes the proposal to such an extent that the project is below the Project Management threshold. • To accommodate State and Federal procurement regulations. • In accordance with other contractual agreements between the Department and the applicant, including but not limited to Financial Guarantees. • The applicant requests and the Department concurs, if the Department determines that no value will be added to the overall project or it creates a redundancy in the Project Management process. • Projects in default as defined by K.C.C. 27A.20.020. PROJECT MANAGEMENT STATEMENTS: You will receive a monthly statement showing any used hours against the estimate. The statement also lists all fees and any past due amount, installment due or budget adjustments that must be paid by the first of the following month. PAYMENT PLAN REQUIREMENTS: Your permit submittal may qualify for participation in a DDES Finance Section policies installment plan. Under the plan, you must pay an initial amount, typically 50% of the fee estimate plus 100% of the fixed fees. The remaining balance will be billed in monthly installments. Each monthly statement will include any past due amounts, current fees, or budget adjustments, and any installments due by the first of the following month. You will be required to pay the 'Total Amount Due' as reflected on the "Remittance Advice" page for your Project Management Statement. Any remaining balance will be billed in equal monthly installments on subsequent Project Management Statements. You may make full payment of the 'Total Balance' reflected on the first page of the Project Management Statement at any time; however you must pay the amount due on the remittance advice in order to avoid finance (late) charges. If the project is approved before all of the installment payments are billed, all outstanding balances will be billed on the subsequent statement. FINANCE CHARGES: To avoid finance charges, payment will be required prior to the due date listed on the remittance advice of the statement. Finance charges are assessed on the outstanding delinquent balance. ACKNOWLEDGMENTS AND APPEALS: By checking the Accept the fee estimate box, the applicant/owner accepts the fee estimate provided in this letter and waives the right to dispute the estimate. By checking the Dispute the fee estimate box, the applicant contests the fee estimate and requests a Director review and appeal of the fee estimate_ The applicant must return the acknowledgement form accompanied by a statement of facts supporting the dispute to DDES within 17 days of the date of this fee estimate letter. DDES will issue a decision within 14 days of receipt of the applicant dispute. DDES' decision is final unless the applicant files with DDES a combined Notice and Statement of Appeal together with the $50 appeal fee within 17 days after DDES mails the decision. The applicant may only appeal an adverse decision, in which DDES denied all or a portion of the dispute. The appeal is heard by the Hearing Examiner, who will conduct a closed record hearing on the fee estimate appeal. The burden is on the applicant to demonstrate that the fee estimate is unreasonable. If the Hearing Examiner determines that DDES' fee estimate was unreasonable, the Hearing Examiner may modify the fee estimate or provide other relief the Hearing Examiner determines is reasonably necessary. If the applicant is the substantial prevailing party on the appeal, the $50 appeal fee is refunded. The Hearing Examiner's decision is final. Acknowledgement and the required application materials are mandatory prior to the review of the permit application. In addition, you are still required to pay the deposit, current balance and any future installments. Failure to do so will result in finance charges. I kg King County Land Use Services Division Project Management Fee Estimating Worksheet Permit Type: Preeminary Piet PamWPreApp No: L08POM Prepared For: If cConntck Permit Type: PRE -PLAT Current ftnmrrg Section 0410922008 Subtype: PRE -PLAT A. Counter Service Intake 27.06.030 Intake Group 4 483,00 $ 483.00 I3 Fire Protection Plan Review 27.10.040 Type of Permit F Subdivisions $ 211.00 77 90 Mrs. $ 12,600.00 Increaw due to incomole spplkatlan. 8EPA Threshold: 5 5 Hrs. $ 700.00 1proleat manwein F Y 5 5 Hrs. $ 700,00 23 16 Hrs. $ 2,240.00 En ineerin R law: ER additional hours due to drainage, 55 75 Hrs. $ 10,500.00 downstream issues Final Sury Review: ZRI e 3 Hrs. $ 420.00 L 5 5 Hrs. $ 700.00 G4 19 wL 11 30 30 Hrs. S 4,200.00 K. Exceptions and Variances 27.10,140 L19 King County Department of Development and Environmental Services 900 aakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TTY 206-296-7217 April 7, 2008 Neil Watts, Development Services Director City of Renton 1055 S. Grady Way Renton WA 98057 RE. Proposed Preliminary Plat of McCormick DDES File No. L08P0003 Dear Mr. Watts: The proposed preliminary plat of McCormick is located approximately one mile from the corporate limits of the City of Renton and in a potential annexation area. The McCormick Plat is a proposal for 37 lots for single-family detached dwellings on 11.59 acres. Enclosed is the following information for your review and comment. • Environmental Checklist • Preliminary plat map • Traffic Impact Analysis • Level 1 Drainage Analysis • Conceptual Drainage Plan/Conceptual Pond & Site section • Geotechnical report & Slope Analysis • Existing Conditions • Wetland/stream report Please provide written comments, if any, by May 9, 2008, If you have any questions or would like additional information, please call me at (206) 296-7167. Sincerely, m Claussen, PPM III Current Planning Section, LUSD Cc: Robert McCormick Pacific Engineering Design, LLC Bruce Whittaker, Senior Engineer, Engineering Review Section, LUSD File " 1p � FILE COPy V) O REQUEST FOR King County SCHOOL INFORMATION Dept. of Development and Environmental Services Land Use Services Division PRELIMINARY PLATS 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 DATE: April 4, 2008 TO: Renton School District FM: Kim Claussen PPM III -/ RE: Proposed Plat of McCormick LUSD File No: L08P0003 The Land Use Services Division (LUSD) has received an application for a subdivision in your District. Enclosed is a copy of the plat map received by the Land Use Services Division on April 2, 2008. In order for us to adequately evaluate this proposal, provide the most accurate information to the public, and for LUSD to serve the School District better, please provide us with the following information: Which schools do you anticipate the students living in this subdivision would attend? Elementary Jr. High/Middle Sr_ Will the students walk or be bussed to these schools? Elementary Jr. High/Middle Sr. High If the students will be bussed, where do you anticipate the bus stops will be located? If that information is not available at this time, currently, where are the closest bus stops located to this site? Elementary Jr. High/Middle Sr. High Other Comments: Please complete this form and return it by May 5, 2008 to the address below. If you have questions regarding this proposal, please call me at 206-296-7167. Thank you, King County Department of Devefopment and Environmental Services Land Use Services Division ATTN: Kim Claussen, Project Manager 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 IMAIN'Fit.F- Cop'. LUST]/FORMS/CPSFORMS/REQSCHOL.iNFO y� CHICA.GO TTTLh INSURANCE COMPANY i 701 FIFA AVENUE., 43CO, SEAWLE, WA 98104 ORDER NO: YOUR NO: UNTT NO: LOAN NO: PHONE. (206)628-5623 FAX: (206)628-5657 002.260941 MCCORMICK FLAT 10 SUPPLEMENTAL COMMI i'MENT AP O R D E R R S F E R E N C R I N F 0 R M A T I 0 N SUPPLEMENTAL NUMBER: 1 SELLER: PURCHASER/BORROWER: PROPERTY ADDRESS: WASHINGTON Our Title Commitment dated 03/11./08 at 8.00 A.M_ is supplemented as follows: AQ THE LEGAL DESCRIPTION SET FORTH IN PARAGRAPH FOUR OF SCHEDULE A OF OUR COMMITMENT HAS BEEN AMENDED AS FOLLOWS: 'SEE ATTACHED' AR THE FOLLOWING PARAGRAPH(S) HAS (HAVE) BEEN ADDED TO OUR COMMITMENT. As PARAGRAPH NUMBER 26: AT I. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON UNRECORDED FLING COUNTY LOT LINE ADJUSTMENT NUMBER S92LC194, AS DISCLOSED ON THE FLING COUNTY TAX ASSESSOR'S ROLL. Av NOTE (S) 2 HAS (HLVE) BEEN AMENDED AS FOLLOWS: Ax SEGREGATION DEEDS: PARCELS A THROUGH D - 711221C423; PARCEL E - 8406150070;`J�� --, PARCEL F - 9401221497. AV MARCH 24, 2008 AUTHORIZED BY: MIKE HARRIS act NOTE: THE FOLLOWING PARTIES HAVE aEEN SENT A COPY OF THIS SUPPLEMENTAL., COMIMI'T'MENT : SEE NEXT PAGE SU?PLC0M, /RDA/0M CMCAGO TITLE INSURANCE COMPANY Order No__ 1260941 Your No_: MCCORMI CK PLAT Unit No.: z o SUPPLEMENTAL. COMMITMENT (Continued) PACIFIC ENGINEERING DESIGN, INC JAYNA PARADISE JOB #07093 1/1 ROBERT MCCORMICK 1/1 W?LC0M2/RDA/09N CHICAGO TITLE INSURANCE COMPANY Order No.: 001.260941 LEGAL DESCRIP'f'MON PARCEL A: THE WEST 201 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON_ PARCEL B: BEGINNING AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, "TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; THENCE EAST, ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, A DISTANCE OF 201 FEET; THENCE NORTH TO THE SOUTHERLY RIGHT OF WAY LINE OF COUNTY ROAD; THENCE NORTHWESTERLY, ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID COUNTY ROAD, TO THE WEST LINE OF SAID SECTION 24; THENCE SOUTH, ALONG THE WEST INNS THEREOF, TO THE POINT OF BEGINNING - PARCEL C: COMMENCING AT A POINT ON THE :AST FOUNDARY LINE OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIANS, IN KING COUNTY, WASHINGTON, WHICH POINT IS NORTH 0012'43" EAST 1398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION 23 AND SOUTH 0°12'43" WEST 90.13 FEET FROM THE POINT OF INTERSECTION OF THE ABOVE DESCRIBED EAST BOUNDARY LINE OF SAID SECTION 23 AND THE CENTER LINE OF THE TRACT AND RIGHT-OF-WAY OF THE COLUMBIA AND PUGET SOUND RAILWAY, AND BEING THE TRUE POINT OF BEGINNING; THENCE SOUTH 0012'43" WEST 420.63 FEET; THENCE NORTH 81035'17" WEST 295.94 FEET; THENCE NORTH 0012'43" EAST 400 FEET, MORE OR LESS, TO A LINE CONCENTRIC WITH AND 90 FEET (RADIAL MEASUREMENT) SOUTHERLY OF THE CENTER LINE OF THE COLUMBIA AND PUGET SOUND RAILWAY, - THENCE EASTERLY, ALONG SAID CONCENTRIC LINE, 295 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING; EXCEPT ANY PORTION THEREOF WHICH LIES NORTHERLY OF THE SOUTHERLY MARGIN OF SOUTHEAST RENTON-MAPLE VALLEY HIGHWAY (P_S.H. NO. 2) AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 1545508. PARCEL D: THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, I BGAJ IRDA/o59s CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPUON Order No.: TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAIMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING ON THE EASTERLY LINE OF SAID SUBDIVISION AT SAID POINT NORTH 0612'43" EAST 1,398.72 FEET FROM TKE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0012'43" WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH CENTER OF TRACT AND RIGHT-OF-WAY OF COLUMBIA AND PUGET SOUND RAILWAY; THENCE SOUTH 0012'43" WEST 420.63 FEET; THENCE NORTH 81035'17" WEST 295.00 FEET TO THE 'TRUE POINT OF BEGINNING; THENCE NORTH 0012'43" EAST 265.00 FEET; THENCE NORTH B1°35'17" WEST 20.00 FEET; THENCE SOUTH 0012'43" WEST 265 FEET; THENCE SOUTH 81035'17" EAST 20.00 FEET TO THE TRUE POINT OF BEGINNING - PARCEL E: THAT PORTION OF SAID EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILD1METTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING ON THE EASTERLY LINE OF SAID SUBDIVISION AT SAID POINT NORTH 0012'43" EAST 1,398.72 FEET FROM T-3E SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0012'43" WEST 90-13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTERLINE OF TRACT 'AND RIGHT-OF-WAY OF COLUMBIA AND PUGET SOUND RAILWAY; THENCE SOUTH 0012'43" WEST 420,63 FELT; THENCE NORTH 81035'17" WEST 195.04 FSET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 81035'17" WEST 353.00 FEET; THENCE NORTH O012'43" EAST 384.52 FEET; THENCE EASTERLY, ON A 0028'CURVE TO THE LEFT, THROUGH AN ANGLE OF 2032'28" AN ARC DISTANCE OF 350.00 FEET; THENCE SOUTHERLY TO THE TRUE POINT OF BEGINNING; EXCEPT THE EAST 100 FEET THEREOF; AND EXCEPT THAT PORTION OF SAID EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, DESCRIBED AS FOLLOWS: COMENCING ON THE EASTERLY LINE OF SAID SUBDIVISION AT SAID POINT NORTH 0°12'43" EAST 1,398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0°12'43" WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTER TRACT AND RIGHT-OF-WAY OF COLUMBIA & PUGET SOUND RAILWAY; THENCE SOUTH 0o12'43" WEST 420.63 FSE:T; THENCE NORTH 81035'17" WEST 295.04 FEET TO THE TRUE POINT OF BEGINNING OF THIS EXCEPTION; THENCE NORTH 0012'43" EAST 265,00 FEET; THENCE NORTH 81°35'17" WEST 20.00 FEET; THENCE SOUTH 0012'43" WEST 265.00 FEET; E=GALC/"A/o@39 CHICAGO TI"I'I.E INSURANCE COMPANY EN1IISIT LEGAL DESCRIPTION Order No.: THENCE SOUTH 81°35'17" EAST 20.00 MEET TO THE TRUE POINT OF BEGINNING OF THIS EXCEPTION; AND EXCEPT THAT PORTION THEREOF LYING WITHIN PRIMARY STATE HIGHWAY NO. 5. PARCEL F THE NORTH 50 FEET OF THE EAST 350 FEET OF TRACT A OF THE PLAT OF VALLEY FAIRE II, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 131 OF PLATS, PAGES 39 THROUGH 43, IN KING COUNTY, WASHINGTON, AS MEASURED ALONG THE NORTH LINE OF SAID TRACT A. EKLE0ALCjRDA/0S9 �—L6'v cr v 21 PU 2 P15 0SRUTOR F-LECT34)X;3.-'- ING COUNTY, T 0. 'RR -a- L ax UP 41k U2 . . . . . . Staftiory W= THE GRAN-M MM JONES and IETYA C. VMS, t i wire, for and in cmaidention of TEN ($10.00) DOLLARS arA abhor good as Po hand paid, conveys and worms to DOMLD F. TArKEMS" and -.g the follovbv dc=lAd real estate, slummed in The County of washinrt f7 UND. WC&I :X F I L L D foi Re ord at. `Request of. JUNSAMERICATITLE In Cfl 7 ,r. �,fi;l.ti Y_ � rt 4Y-..,xR' rr44i�fn•� ;n-�'� �„yr{� �'- {., 'r '! `la �_ - [ 4`i„ � � 1. A Y _ :•y. M:. ^'�Y,'�`��R .A,.0. r• r i • Rry .... ..... . - ..... •._....... __ .._«. - -_ _ .ti ^ Y'4'.: -lam .. 7. This deed Is siren in iulfillatent of that certain real 'astate centra0t between the parties hereto. R sated VArch 10 , 1961. , and.:aondilioned for the Conveyance of the above described property, and the covenants. of wam►nty herein contained shall not apply to Lay title, interesL or eacumbrance arising by, through or under ihe:Dnroh:aer ltt'said contract, and Shall not apply to uny tales, assessments Or.other-charRea lerled asaesytid or becoming- due subsequent � _ to the date of said contract, £ x°- s3 x �- Subject to all easements, restrictions and reservations; of record, if ita7 Dated this jDth day o1 Mareh 1467. E red M }iF•�lii l+5 `a �Mi;,yWN;rtnstli PE', Baru.) . de S-rATZ OF WASTUNGTON, Cauaty of Xing On this day petstanaily appeared before me PAMJones sad ietha C : Jones .: to ale "mm to be die individual s ducribed hi and +rho eaeceted the wltlo{n snd forte inatrtamest, and. wkw= adged dint {n� signed the same ss • the free and vaiuntary set sad deal, fu be uss and pwposes tbema mtatiaoed f2K, aY biod and ofiiciel scat that %, �lN1r p~*I�lR ma �. . PIFW 81 esd (aI fria +SIE:,IpI(W Is., -� iy htTT s,iti h&.C.r.y44440, + j. i T MONGER NATIONR ` C TrM INSURANCE "I, i nY restn[D Eoe IeCOW11 USE ATM=CCM%W n AFl f0ed for Record at Ragteert of JUN 1 er ; REccRDS a; AFTER RECORBING BAIL TOs C] I , r p�jed 4svinae and Laan Bank ` e _fiQ.1. ,58amth� Ackaon . 5eatt:le, Washington 98104 Kr our loan #530Q 83 5_ &W% EXCISE TAX PAID -ECT ores f1 I- Y JUNIM4 pfratve ttAetfs �� 4. f30 *0070 i= ****4. CK) v J 11 4 II� � t GCT1^l.r� ,.r.nr�Y log. row t.6a ( lee + Statutory Warranty Deed THE GRANTOR LETHA C. JONES, as her separate estwte rI I> for and In Mmie"AUon of TEN DOLLA.R.4 AND OTHER VALUABLE CONSJURATIONS 1 Ni hand paid, conveys and warrants to LEVY F. CASIAO and JOSEPHINE 0. CABIAO, husband and wife l tht 'oguwins dmTfoed real estate, situated in the County of King State of 1 Washington: t zee attached for legal deacription 5rA{EOF', .' a `Qnveyance +:>_,, see SITBJECi TO Eazem=t and conditions therein as created or disclosed in instrument recorded February 16, 1972, under Auditar's File Number 7202160600, in favor of- i Roy B. Anderson and Margaret A. Anderson, husband and wife , for Drainfield. E"ement and conditions therein as created or disclosed in instrument recorded December 30, 1982, under Auditor's rile Nw,�ber 8212307521 in favor of Bithey/McCcrmick for Dryweli and/or Septic Tank Drainfield, affects Northerly portion of said premises. Dam this 8tb day of STATE OF WASHINGTON, } i �- Coaoty of King } On th{i day persztally appeared befo;r me June 1984 Larha C. Jo (SUL) Letha C. Jones to me Known to be thm IndfvkhW deacriUd In and whc executed the within and fam m* Ic4rpmw% and meIEewlplged that she slgoed the dates ns her free sad ratw my act and deed, for the asp Wd parlim" "Klein mentioned. MEN un(W my b-nd mad of iclal ceel this day of u ems`` Y�sfoy P" io ddfa► aw Of WWh%CURm THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOi-LOWS= BEGINNING ON THE EASTERLY LINE: OF SAID SUBDIVISION AT A POINT NORTH ' 0012.43" EAST 1398.72 FEET FRDH THE 5011THEAST CORNER OF SAID SECTION AND SOUTH 0012.43" WEST 90.43 FELT FROl THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTERL1;i.' OF TRACT AND RIGHT-OF-WAY OF COLUK9IA E PUGET SOUND RAILWAY; THENC= SOUTH 0012"13" WEST 420.63 FEET; THENCE NORTH 81035117" WEST 145.04 FEET TO THE TRUE POI'1T OF BEGINNINr,; THENCE NORTH 81035'17" WEST 353.00 FEET; THENCE NORTH ➢012,43" EAST 394.52 FEET; THENCE EASTERLY ON A 002H' CURVE TO THE. LEFT THVOUG}4 AN ANGLE Of 2032128" AN ARC DISTANCE OF 350.00 FEET; THENCE SOUTHERLY TO THE TRUE POINT OF BEGINNING; EXCEPT THE FAST 100 FEET THEREOF; AND EXCEPT THAT PORTION OF THE EAST HALT OF THE SOUTHEAST OUARTEP OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KIWI. COUNTY, 4ASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING ON THE E'AS.TERLY LINE OF SAID SUBDIVISION AT A POINT NORTH 0012143" EAST 1398.72 FEET FROM THE. "-11THEAST CORNER OF SAID SECTION AND SOUTH 0012143" WEST 90.1.3 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTER TRACT AND RIGHT-OF-WAY OF COLUMBIA 3 PUGET SOUND RAILWAY; THENCE SOUTH 4012'43" WEST 420.63 FE""; THENCE NORTH 810354i7" WEST 295.04 FEET TD THE TRUE POINT OF BEGINNING; THENCE NORTH 0012143" EAST 265.00 FEET; THENCE NORTH 81035117" WEST 20.00 FEET; TuiNCE SOUTH 0^121u311 WEST 265.00 FEET; THENCE SOUTH 91035117" EAST 20.00 FEET Tn THE TRUE POINT OF BEGINNING; AND EXCEPT PORTION LYING WITHIN PRIMARY STATE Hlr,-IfAY NO. 5. Y 4� i +N. h � ice' `,}�•S QUIT -CI AIM VEEV (Statutory Farm] THE GRANTOR( ) margamt Gent of Valley Fairs TI N .O.A. City of . Renton County of King, _ �. Washington, for and In consideration of one 4o4F--(A.06) - conveyJL and quil-clalm,X. to _Ritbaet !`lfr.'rPrMirk ��t, . of Valle View Mobile Home Park in the City of hMron „ County of King _ � ; Stale of yghinQton all interest in the fallowing described steal Estate: I~ ; The north 50 feet of the east 350 feet of Tract "A" of the plat: of CrIo Valley Faire IT as recorded in Volume 131 of Plata, pages 39-43, Records ctl of King County, Washington, ss measured along tM worth lime of said C\I Tract "A% tti1 c::) CM slluated in the County of King Stale of WoBbington. Dated this By of ll Grantor(s) STATE OF WASUINGTON, } es. (individual Acknowledgmant) County of j I, - !Y SA! Notary Pa lie in and for the State of Washington, do hereby certify that on this —/!F a of 1 3 parsanally appeared before me `-fa-c-':4t ✓� r to me known to be the in usi..... described in and whoexecute the within ingtrument and acknowledged that signed the game as free and voluntary act and deed for the urea and purposes herein mentioned 1 GIVEN UNDER MY HAND AND OFFICIAI. SEAT, e ay of �J Notary Pubiic i 0ngton, residing at in said County, :r - _ 8' a.It.c+.u" o.dssu,4Wuf�i �w leyeo"Lapi Baud Ca.8a11..a�WA Fb Naxaa 1;4 27D :�i-M AK ? N7 s Hb I�t t10 %SfS tl MArmm."NOT BEREM00LP IDINWH0LE0AjorARr1NAMraRMWHATSEM EM1 0 � ao tnr u� Pam. Q 4 y { !- � 5 oan79s' 10 W CQ C"i C77 sorsri i' • Xso' LOT B N ➢ n:e4r F . 924= motor UK N mw L 5 LOT fie MWT 'A VAtMY FAW N w I It K'C >; 723 N. IInC -, 0 In CHICAGO TITLE INSURANCE COMPANY 701 FIFTH AVENUE, #3400, SEATTLE, WA 98104 Order No.: 001260941 PROPERTY ADDRESS: WASHINGTON Your No.: MCCORMICK PLAT PACIFIC ENGINEERING DESIGN, INC 15445 53RD AVENUE S SEATTLE, WASHINGTON 98188 ATTN: JAYNA PARADISE JOB #07093 1/1 Enclosed are your materials on the above transaction. I f you have any questions regarding these materials, please contact us. Thank you for this opportunity to serve you. «CC<CC<CCCCCC<CCC<CC<«<CCC<CC«C<«7»>>7»>7>7»>7»>»>77»>7»>7>77>7> UNIT 10 - YOUR COMPLETE. BUILDER/DEVELOPER SERVICE CENTER. WE HAVE EXPANDED TO SERVE ALL YOUR TITLE INSURANCE NEEDS RELATED TO LAND ACQUISf11ON, DEV EI-OPMENT FINANCING AND PROPERTY SUBDIVISION. MIKE HARRIS TITLE OI FICE,R (206) 628-5623 (C-,\4AIL: MICHAEL,HARRIS@CIT.COM) RANDY RIEMAN TITLE OFFICER/CONDO COORDINATOR (206) 370-3135 (E-MAIL: RANDY.RIEMAN@CTT.COM) BOB BLOEDEL SENIOR TITLE EXAMINER FAXNUMBI-:R: (206) 62S-5657 C < < < C C C < < C < < C C < < C < < C < < < < < < C < < < < < < < < C < > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > **'SALES TAX INCREASE ALER`I- PLEASE. NOTE THAT T1IE SALES'1 AX FOR KING COUNTY, WASHINGTON WILL BE INCREASING TO 9.0% EFFECTIVE APRIL 1, 2008. 'rrMM 8/RDA JQ99B G i AGO TITLE INSURANCE COMPANY 7t,_ . iFFH AVO'njE, #3400, 5R1TI1E, WA 98104 PLAT CERTIFICATE Order No.: 1260941 Certificate for Filing Proposed Plat: In the matter of the plat submitted for our approval, this Company has examined the records of the CountyAuditor and County Clerk of KING County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in said KING County, to -wit: SEE SCHEDULE A (NEXT PAGE) VESTED IN: VALLEY VIEW MOBILE HOME PARK, L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY EXCEPTIONS: SEE SCHEDULE B ATTACHED CHARGE: $200.00 TAX: $17 _ 8 0 Retards examined to MARCH 11, 2008 at 8 : 0 0 AM -.E COPY By HARRIS/RIEMAN Title Officer {206}628-5623 006 PLA=TA/RDA/0999 �11CAGO TITLE INSURANCE COMPAN' PLAT CERTIFICATE SCHEDULE A (Continued) Order No.: 1260941 LEGAL_ DESCRIPTION PARCEL A: THE WEST 201 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24 IN TOWNSHIP 23 NORTH OF RANGE 5 EAST W_M_ IN KING COUNTY, WASHINGTON. PARCEL B: BEGINNING AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24 IN TOWNSHIP 23 NORTH OF RANGE 5 EAST W.M. IN KING COUNTY, WASHINGTON; THENCE EAST, ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, A DISTANCE OF 201 FEET; THENCE NORTH TO THE SOUTHERLY RIGHT OF WAY LINE OF COUNTY ROAD; THENCE NORTHWESTERLY, ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID COUNTY ROAD, TO THE WEST LINE OF SAID SECTION 24,- THENCE SOUTH, ALONG THE WEST LINE THEREOF, TO THE POINT OF BEGINNING. PARCEL C: COMMENCING AT A POINT ON THE EAST BOUNDARY LINE OF SECTION 23 IN SAID TOWNSHIP 23 NORTH OF RANGE 5 EAST W.M_ IN KING COUNTY, WASHINGTON, WHICH POINT IS NORTH 0012'43" EAST 1398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION 23 AND SOUTH 0012'43" WEST 90.13 FEET FROM THE POINT OF INTERSECTION OF THE ABOVE DESCRIBED EAST BOUNDARY LINE OF SAID SECTION 23 AND THE CENTER LINE OF THE TRACT AND RIGHT-OF-WAY OF THE COLUMBIA AND PUGET SOUND RAILWAY, - THENCE SOUTH 0012'43" WEST 420.63 FEET; THENCE NORTH 81035'17" WEST 295-04 FEET; THENCE NORTH 0012143" EAST 400 FEET, MORE OR LESS, TO A LINE CONCENTRIC WITH AND 90 FEET (RADIAL MEASUREMENT) SOUTHERLY OF THE CENTER LINE OF THE COLUMBIA AND PUGET SOUND RAILWAY; THENCE EASTERLY, ALONG SAID CONCENTRIC LINE, 295 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; EXCEPT ANY PORTION THEREOF WHICH LIES NORTHERLY OF THE SOUTHERLY MARGIN OF SOUTHEAST RENTON-MAPLE VALLEY HIGHWAY (P.S_H_ NO. 2) AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 154.5508. PARCEL D: SEE NEXT PAGE P1A'FCRTL/RDA/- CHICAGO TITLE INSURANCE COMPANY SCHEDULE A (Continued) Policy No.: 001260941 LEGAL DESCRIPTION THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SAID SECTION 23 IN TOWNSHIP 23 NORTH OF RANGE 5 EAST W_M. IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING ON THE EASTERLY LINE OF SAID SUBDIVISION AT SAID POINT NORTH 0012'43" EAST 1398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0012'43" WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH CENTER OF TRACT AND RIGHT-OF-WAY OF COLUMBIA AND PUGET SOUND RAILWAY; THENCE SOUTH 0012'43" WEST 420.63 FEET; THENCE NORTH 81035'17" WEST 295.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0012'43" EAST 265.00 FEET; THENCE NORTH 81035'17" WEST 20.00 FEET; THENCE SOUTH 0012'43" WEST 265 FEET; THENCE SOUTH 81035'17" EAST 20.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL E: THAT PORTION OF SAID EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23 IN TOWNSHIP 23 NORTH OF RANGE 5 EAST W.M. IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING ON THE EASTERLY LINE OF SAID SUBDIVISION AT SAID POINT NORTH 0012'43" EAST 1,398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0012'43" WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTERLINE OF TRACT AND RIGHT -OF --WAY OF COLUMBIA AND PUGET SOUND RAILWAY; THENCE SOUTH 0012'43" WEST 420.63 FEET; THENCE NORTH 81035'17" WEST 195.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 81035'17" WEST 353.00 FEET; THENCE NORTH 0012'43" EAST 384.52 FEET; THENCE EASTERLY, ON A 0°28'CURVE TO THE LEFT, THROUGH AN ANGLE OF 2-32'28" AN ARC DISTANCE OF 350.00 FEET; THENCE SOUTHERLY TO THE TRUE POINT OF BEGINNING; EXCEPT THE EAST 100 FEET THEREOF; AND EXCEPT PARCEL D ABOVE, DESCRIBED AS 707,LOWS: COMMENCING ON THE EASTERLY LINE OF SAID SUBDIVISION AT SAID POINT NORTH 0012'43" EAST 1,398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0012'43" WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTER TRACT AND RIGHT-OF-WAY OF COLUMBIA & PUGET SOUND RAILWAY; THENCE SOUTH 0012'43" WEST 420.63 FEET; THENCE NORTH 81035'17" WEST 295.04 FEET TO THE TRUE POINT OF BEGINNING OF THIS EXCEPTION; LHGLC0NC%RDA/0999 CHICAGO TITLE INSU RANCE. COMPANY SCHEDULE A (Continued) Policy No.: 001260941 LEGAL DESCRIPTION THENCE NORTH 0012'43" EAST 265.00 FEET; THENCE NORTH 81035'17" WEST 20.00 FEET; THENCE SOUTH 0912'43" WEST 265.00 FEET; THENCE SOUTH 81035'17" EAST 20.00 FEET TO THE 'TRUE POINT OF BEGINNING OF THIS EXCEPTION; AND EXCEPT THAT PORTION THEREOF LYING WITHIN PRIMARY STATE HIGHWAY NO. 5 RIGHT-OF-WAY. PARCEL F: THE NORTH 50 FEET OF THE EAST 350 FEET OF TRACT A IN THE PLAT OF VALLEY FAIRE II, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 131 OF PLATS, PAGES 39 THROUGH 43, INCLUSIVE, IN KING COUNTY, WASHINGTON, AS MEASURED ALONG THE NORTH LINE OF SAID TRACT A_ LEGLCONTJRDA/0999 i CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE SCHEDULE B Order No.. 1260941 This certificate does not insure against loss or damage by reason of the following exceptions: GENERAL EXCEPTIONS: A. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. Rights or claims of parties in possession not shown by the public records. C. Encroachments, overlaps, boundary line disputes, and any other matters which would be disclosed by an accurate survey and inspection of the premises. D. Easements or claims of easements not shown by the public records. E. Any lien, or right to lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the public records. F_ Liens under the Workmen's Compensation Act not shown by the public records. G. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. H. General taxes not now payable; matters relating to special assessments and special levies, if any, preceding or in the same becoming a lien. I. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable.servitudes. J. Water rights, claims, or title to water. K. THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT THE LIABILITY OF THE COMPANY SHALT. NOT EXCEED ONE -THOUSAND DOLLARS($1000.00). PIATCRTB/RDA/0999 -41CAGO TITLE INSURANCE COMPAN` A R D R P C PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1260941 EXCEPTIONS 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY PURPOSE: ELECTRIC TRANSMISSION LINE AREA AFFECTED: PORTION OF PARCELS A AND B RECORDED: AUGUST 17, 1945 RECORDING NUMBER: 3493828 2. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY PURPOSE: UNDERGROUND ELECTRIC SYSTEM AREA AFFECTED: THE EXTERIOR SEVEN FEET, PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS, SAID LOTS AND TRACTS AS DELINEATED ON THE FINAL PLAT OF VALLEY FAIRE II ADJOINING_ A 2.5 FOOT STRIP OF LAND, PARALLEL WITH AND ADJACENT TO ALL INTERIOR LOT LINES, SAID LOT LINES AS DELINEATED ON THE FINAL PLAT OF VALLEY FAIRE II. RECORDED: APRIL 5, 1985 RECORDING NUMBER: 8504050949 CONTAINS COVENANT PROHIBITING STRUCTURES OVER SAID EASEMENT OR OTHER ACTIVITY WHICH MIGHT ENDANGER THE UNDERGROUND SYSTEM. AFFECTS: PARCEL F 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: ROY B. ANDERSON AND MARGARET D_ ANDERSON, HUSBAND AND WIFE PURPOSE: DRYWELL AND/OR SEPTIC TANK DRAINFIELD AREA AFFECTED: PORTION OF PARCEL E RECORDED: FEBRUARY 16, 1977 RECORDING NUMBER: 7702160600 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: DEAN W_ BITNEY AND ROBERT E. MCCORMICK PURPOSE: DRYWELL AND/OR SEPTIC TANK DRAINFIELD AREA AFFECTED: PORTION OF PARCEL E RECORDED: DECEMBER 30, 1982 PIATCRTM RDA/M99 �IICAGO TITLE INSURANCE COMPANY RECORDING NUMBER: PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1260941 8212300521 E S. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: KING COUNTY, WASHINGTON PURPOSE: DRAINAGE SYSTEM AREA AFFECTED: PORTION OF PARCEL F RECORDED: MARCH 4, 1992 RECORDING NUMBER: 9203040320 z 6. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: STATE OF WASHINGTON PURPOSE: CONSTRUCTING, INSTALLING AND MAINTAINING A DRAINAGE SYSTEM AREA AFFECTED: PORTIONS OF PARCELS A, C AND D RECORDED: MARCH 4, 1993 RECORDING NUMBER: 9303040969 s 7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES AREA AFFECTED: THE NORTH 10 FEET OF PARCELS B, C, D AND E RECORDED: JANUARY 18, 1994 RECORDING NUMBER: 9401160751 SAID INSTRUMENT IS A RE-RECORDING OF THAT INSTRUMENT RECORDED UNDER RECORDING NUMBER 9312142163. L S. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: TCI CABLEVISION OF WASHINGTON, INC. PURPOSE: BROADBAND SERVICES AND APPURTENANCES THERETO AREA AFFECTED: PORTION OF PARCEL E RECORDED: DECEMBER 27, 2001 RECORDING NUMBER: 20011227000244 IV 9. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: PUGET SOUND ENERGY, INC. UTILITY SYSTEMS FOR PURPOSES OF PLATCRB2/RDA/D999 'FIICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1260941 TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY AREA AFFECTED: THE EASTERLY 5 FEET OF THE WESTERLY 296.5 FEET OF THE SOUTHERLY 5 FEET OF THE NORTHERLY 15 FEET RECORDED: DECEMBER 11, 2002 RECORDING NUMBER: 20021211000567 x 10. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS AND LIABILITY FOR ASSESSMENTS CONTAINED IN INSTRUMENT, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW: RECORDED: JULY 22, 1985 RECORDING NUMBER: 8507220488 o AFFECTS: PARCEL F r 11. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON THE PLAT OF VALLEY FAIRE IT- 0 AFFECTS: PARCEL F R 12. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND. - RECORDED: RECORDING NUMBER: REGARDING: s AFFECTS: PARCELS A, B, C, D AND E ROY B. ANDERSON AND MARGARET D. ANDERSON, HUSBAND AND WIFE E. REX JONES AND LETHA C. JONES, HUSBAND AND WIFE FEBRUARY 16, 1977 7702160600 PAYMENT OF $100.00 PER YEAR FOR THE USE OF A DRAINFIELD EASEMENT ON ADJACENT PROPERTY, AND OTHER TERMS AS DISCLOSED THEREIN. T 13. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF_ P[ATC:RB2/RDA/0999 1CAGO TITLE INSURANCE COMP". n F K x r a PLAT CERTIFICATE SCHEDULE B (Continued) Order No.. 12.60941 BETWEEN: DELCO DEVELOPMENT LTD. AND: FAIRWOOD GREENS HOMEOWNER'S ASSOCIATION RECORDED: APRIL 10, 1984 RECORDING NUMBER: 8404101020 REGARDING: DEVELOPMENT CONDITIONS FOR THE PLATS OF VALLEY FAIRE I AND VALLEY FAIRE II AFFECTS: PARCEL F 14. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: VALLEY VIEW MOBILE HOME PARK, A GENERAL PARTNERSHIP AND: CEDAR RIVER WATER AND SEWER DISTRICT RECORDED: FEBRUARY 25, 1992 RECORDING NUMBER: 9202251778 REGARDING: PERMANENT SEWER EASEMENT AGREEMENT AFFECTS: PARCELS A, B, C, D AND E 15. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: RECORDED: RECORDING NUMBER: REGARDING: AFFECTS: PARCELS A, B, C, D AND E ROBERT E_ MCCORMICK CEDAR RIVER WATER AND SEWER DISTRICT FEBRUARY 25, 1992 9202251779 PERMANENT SEWER EASEMENT AGREEMENT 15_ AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: TCI CABLEVISION OF WASHINGTON, INC. AND: ROBERT E. MCCORMICK RECORDED: JANUARY 4, 1995 RECORDING NUMBER: 9501040628 REGARDING: AGREEMENT TO CONSTRUCT, INSTALL, OWN, UPGRADE, OPERATE AND MAINTAIN EQUIPMENT NECESSARY TO PROVIDE CABLE TELEVISION SERVICES AR 17. RIGHT OF THE STATE OF WASHINGTON IN AND TO THAT PORTION, IF ANY, OF THE PROPERTY HEREIN DESCRIBED 'WHICH LIES BELOW THE LINE OF ORDINARY HIGH PLATCPM/RDA/09W ')IICAGO TITLE INSURANCE COMPANI PLAT CERTIFICATE SCHEDULE B (Ccm(inued) Order No.: 1260941 WATER_ AA 18. CEDAR RIVER WATER AND SEWER DISTRICT NOTICE OF UTILITY CONNECTION CHARGES: RECORDED: FEBRUARY 22, 1988 RECORDING NUMBER: 8802220455 AMENDED NOTICE OF UNPAID WATER CONNECTION CHARGES RECORDED BY CEDAR RIVER WATER AND SEWER DISTRICT: RECORDED: AUGUST 24, 1990 AND APRIL 28, 1993 RECORDING NUMBERS: 9008241403 AND 9304282240 AN 19_ GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE -LAND: ASSESSED VALUE -IMPROVEMENTS: GENERAL & SPECIAL TAXES: 2008 232305-9029-09 4399 $ 765,800 $ 1,053,100 BILLED: $ 23,718.65 PAID: $ .00 UNPAID: $ 23,718.65 At 20. UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND HOLDERS OF SECURITY INTERESTS ON PERSONAL PROPERTY INSTALLED UPON SAID PROPERTY AND RIGHTS OF TENANTS TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. AD 21_ MEMORANDUM OF LEASE, INCLUDING THE TERMS AND CONDITIONS OF THE LEASE DISCLOSED THEREIN: LESSOR: ROBERT MCCORMICK AND JOYCE L. MCCORMICK LESSEE: VOICESTREAM PCS III CORPORATION, A DELAWARE CORPORATION RECORDED: FEBRUARY 25, 2003 RECORDING NUMBER: 20030225000923 AD 22. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: ROBERT E. MCCORMICK AND JOYCE L. MCCORMICK, HUSBAND AND WIFE PACIFIC NORTHWEST TITLE COMPANY PLATC"2/RDA/0999 IICAGO TITLE INSURANCE COMPAN` PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1260941 BENEFICIARY: WASHINGTON MUTUAL BANK AMOUNT: $ 670,000.00 DATED: OCTOBER 29, 2003 RECORDED: NOVEMBER 5, 2003 RECORDING NUMBER: 20031105001209 LOAN NUMBER: NOT DISCLOSED THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. Ac 23. ASSIGNMENT OF RENTS GIVEN FOR SECURITY AND THE TERMS AND CONDITIONS THEREOF: ASSIGNOR: ASSIGNEE: DATED: RECORDED: RECORDING [NUMBER: AH 24. LIEN: CLAIMED BY: AGAINST: AMOUNT: RECORDED: RECORDING NUMBER: FOR: ROBERT E. MCCORMICK AND JOYCE L. MCCORMICK, HUSBAND AND WIFE WASHINGTON MUTUAL BANK OCTOBER 29, 2003 NOVEMBER 05, 2003 2003110SO01210 ROBERT MCCORMICK SPACE 11 $ UP TO FOUR MONTHS RENT AND OTHER EXPENSES, PLUS INTEREST FEBRUARY 28, 2007 20070228001947 NOTICE OF LANDLORD'S LIEN FOR RENT AP 25. THE MOBILE HOME AND/OR MANUFACTURED HOME (AS DEFINED IN RCW 46.04.302) LOCATED OR TO BE LOCATED ON THE REAL PROPERTY DESCRIBED HEREIN IS SUBJECT TO LICENSING AND TITLE REGISTRATION BY THE DEPARTMENT OF MOTOR VEHICLES PURSUANT TD RCW. 46.12.290_ SAID MOBILE AND/OR MANUFACTURED HOME IMPROVEMENTS ARE EXPRESSLY EXCEPTED FROM THE LEGAL DESCRIPTION AND NOT INCLUDED IN THIS CERTIFICATE BECAUSE THE CERTIFICATE OF TITLE IS NOT ELIMINATED AND THE MOBILE HOME HAS NOT BEEN CONVERTED TO REAL PROPERTY AS REQUIRED BY RCW 65.20_ AG 26_ TERMS AND CONDITIONS OF THE OPERATING AGREEMENT AND ANY AMENDMENTS. ANY SUBDIVISION BY A LIMITED LIABILITY COMPANY MUST BE EXECUTED IN ACCORDANCE WITH THE OPERATING AGREEMENT AND BY ALL THE MEMBERS, OR EVIDENCE MUST BE SUBMITTED THAT CERTAIN DESIGNATED MANAGING MEMBERS HAVE BEEN AUTHORIZED TO ACT FOR THE LIMITED LIABILITY COMPANY. PIATCRBI/RDA/0M '-IICAGO TITLE INSURANCE COMPAN` PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1260941 As 27. THE LEGAL DESCRIPTION IN THIS CERTIFICATE IS BASED ON INFORMATION PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS. THE PARTIES TO THE FORTHCOMING SUBDIVISION MUST NOTIFY THE TITLE INSURANCE COMPANY PRIOR TO RECORDING, IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. Ar NOTE 1: EFFECTIVE JANUARY 1, 1997, DOCUMENT FORMAT AND CONTENT REQUIREMENTS HAVE BEEN IMPOSED BY WASHINGTON TkW. FAILURE TO COMPLY WITH THE FOLLOWING REQUIREMENTS MAY RESULT IN REJECTION OF THE DOCUMENT BY THE COUNTY RECORDER OR IMPOSITION OF A $50.00 SURCHARGE. FOR DETAILS OF THESE STATEWIDE REQUIREMENTS PLEASE VISIT THE DING COUNTY RECORDER'S OFFICE WEBSITE AT WWW.METROKC.GOV/RBCELEC/RECORDS AND SELECT ONLINE FORMS AND DOCUMENT STANDARDS. THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: SW 1/4, 23-23N-5E AND SE 1/4, 24-23N-5E AO NOTE 2: THE FOLLOWING DEEDS AFFECT THE CHAIN OF TITLE, FROM THEIR CREATION DATES: PARCELS A-D: 7112210423, 20030930003397, 8901170055, 7902140786, 9202031461, 9605141025, 20031105001208 AND 20040601000718 PARCEL E: 8406150070, 8809140163, 9202031461, 20031105001208 AND 20040601000718 PARCEL F: 8511131288, 9404221497, 20031105001208 AND 20040601000718 END OF SCHEDULE B FLATCTM/RDA/0999 VCAGO TITLE INSURANCE COMPANI PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1260941 air THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OF THIS CERTIFICATE: PACIFIC ENGINEERING DESIGN, INC 15445 53RD AVENUE S SEATTLE, WASHINGTON 98188 JAYNA PARADISE JOB #07093 1/1 PlAT'CRB2/nA/0909 L07 CHICAGO TITLh, INSURANCE COMPANY 701 FIFTH AVENUE, #3400,'SEATTLE, WA 98104 PHONE: (2N628-5623 FAX: (206)628-5657 IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other laud. No liability is assumed by reason of reliance hereon. aAw W. #i - . tit. �;i iia 1 p a�4 .? i A Ju4ST0464nw :�� � �.o _ _ of Ki� int- ; sit Is 'i z � 4wt ms a man AI l� Q it cry, Wr . f ,r 349 f . � devw hrt v ozvy 4 &ra wt vq asp its is Uh c r .h '., farj vll* a aar,44, eatharity to owstruat..—amais f ,3 Now 97 qi - a O..& The X.L f% of aS.t of a # l 3 #4 * l � aTb tT - O, - *A UM 3 An of mA SWk 2DO f t arl It jrtb * 0 ear - -�. -rlj;kits I t"14i s;WlLVila; zS and "t" r'W' 04d. ke III: forte QFs• aar eignir:,, ahell > kner po rtma4at ly 1 4-w:. A TA 3 A . SO'S��, 3C , ear tl #+ems arw s*a ti ' %mar, of so# use ,�-,J ,r�,c�tt- E..�r r•.~+11:�T I-�f,f� t �.tilll:xrftclt•n�f� t:l.F.c:•rfttc �5'stf:�f NL1"i!'tl�d =ter Deis: 1-1 cnnatdetnt,ttn of One Dollar ($1.00) and outer valu..ble t'tnr,I:lcr_stic the receipt o: which is hereby acknovlod,,red, SEP ATTACHED EXHIBIT "A" .,.1 .",r- 1-r. in or, in I%. rtlny,•5'f ,met IN ,Irr,rU, t'I'C; -I- NOI N0 i'flri F:R A I if,liT r:c MF1'A.NY, it. Wnthintilon cor- t,r,Iro-, h--wi } f"t riu• -%w inrilr a ;wriwinal --aw new undt,r. ai rntis end nynt rho, f•11. Ln, lw J.-S, r,i, •,i r,.rl r,r„i„ rl+ Illy "14rsi,rrn' h, I, In K i ng W-ishiriclon 535r 04, r_1'S #0949 B SEE ATTACtI£D EXHIBIT "B" RECD F 12.SID -AS:HSU ***12.50 1Q;" EXC61'. 1n1. 1•;(Yr �TQ(1111'7r) �' - 1 RuIR Cu Necllr,i. iaar'rla 1,..Ni., Excepl m, rn:,s he otherwise set forth herein Grantee's rights shall be exercisr•.d upon that portion of the Property flhe "Right - I,! 11'at••' h,�rpinf described as follows: A.P1W:-4r7-Wio-,4--.�n.=�_r-=�-arx.. ,�Iit�Flii-Wkl���r.�Kl}F,...�....,s.,..��ww..S]W4�cluWdlhwaawchud,aAGa-cgnrar- lu .,i.xcr+iwdaz.4PU .vs: A. All streets as constructed or to be constructed within the above described Property. When said roads are dedicated to the public, rhis clause is to 'become null. .- street �-�- tri1i t�, lltk all into r plat of arc :.]sue a J The exterior seven feet, parallel with and adjoining the f.-critage of all lots and tracts, said lots and tracts as in the t,final plat of Valley Faire I2, a copy of which Zttacit,'(l hcrctto and ..widc n p.-,rt hereof. A 2.5 foot strip of land, parallel with and adjacent to Lot lAnes, said lot lines as delineated on the ..final' Val -ley Faire I:, a cCpf Cl.- t:t',i�t, 1.•ill be at.tnchec 11; roto l:arf hereof. I. Purpose, Grantee shall have the rfghI to ronlrucl. opera le, main tatn, repair, replace and enlarge an underground electrir. Irnn..%mission and/or distribution system uponand under the. Rlghr•nf-Way logelher with all necessary or convenient ap• purlenenres therefor. which may fnclude but are not limited to the following: underground conduits, cables, communication fines, vanlrs, manholes, switches, and rranalormorm: and seml-hurled or ground mounted facilities. Follo%%ing the initial can. strurban of ill, facilities, Granteo may from time In time construct much additional facilities as It may require. 7, Access, Craniee shell hove the rfghl of access to the Right-of.11+ei, over and across the Property to enable Grantee loexer- rise its rights hereunder, prw•Ided. that Grantee shall compensate Granlor for any damage to the Propertycaused by the exer• rise of Bald righl of access. 3. phstrucilons; Landsupin=. Grantee may from lime ro lime remove trees, bushes, or other obstructions within the Right• of-Wav and me), level and grade the Righl-o]`-Way to the extent reasonably necessary to carrt• out the purposes set forth in paragraph 1 hereof, provided. that followin�g8 any such work, Grantee shalh to the extent reasonably practicable, restore the Right•of-Way to the condition it was immedfaiely prior to such work. Following the installation of Crantee's underground facilities. Grantor may undertake any ordl nary Improvements to the landscaping of the Right -or -Way, provided that no trees or other planes shell be placed thereon which would he unreasonably expensive or Impractical for Grantee to remove and resmre. 4. Granlor's Use of Right -of -Way. Grantor resen'es the right to use the Right -of -Way for any purpose not inconaistenr with the rights herein granted, provided: that Grnnror shall nor rnnstrttci or maintain any building or other shvcrure on thin Right. of -Way which would interfere with the exercise of the rights herein granted; Thal no diggins, tunneling or other form of can- sime,rinn nello.Ify shall be done on the Property which would disturb the compaction or unearth Crantee's tadfillies on the k{rhr.td•Wap. nr nndanper rho lateral support to said facilities; and that no binetfnpshall be done within 16 feelof the Right-ol. S. lndernmilty. by accepting and recording this easement. Grantee agrees to indemnify and hold harmless Grantor from any a nd nil claims for Injuries and/or da mrees suffered by any person which may be caused by the Grantee's exercise of the rights heroin granted; provided. that Grantee shall not be responslble to Grantor for any injuries and/or damages fo any person caused by acre or amissions of Grantor. 6, Abandonment, no, rlghrs herein granled shelf contimtr anill surh time as Grantee coaxes to us, the RfAl-al-Way for a pi-r,nd of r.'vo f,,I succrssive yearn, in which event this ensi mrni shall Ierminsle and all rights hnrounderahall reyerf to Gran• wF it;rnvidrd rhar nn ,rhnndnnmenr shall bt, denmerf to have necurrrd by meson trf Grantee's failure in Inllfally- install its (N-Iilllrk nn the Rlphi-of-Wits within any perfnd of rimr from the dab, hereof. T, S,uretiors and Asslims. The righla'Intl r,hllrintiorm of the tourers ■hall rnur,, In the, hrnobi of and Ir•• hindlog Itlutp InAt t,••;,, ,,,,, rurrvspurt, and assigns. R-2022 B419455 KJ-48 .1M )I f:i Y A 1t.5*F CA i" PRiz'n,llrflO ;i i F ct C RA.N TJ R —' fT 5+7,"IZ Tlr�FSi cT zisT tar �...__a=�Ker= �iE(I-F rat t Q Cans pan btete � Y,athlren rtc�ssLLe�s �._ cesasc _..__ _�.----.-- 6Tin CKar za SCott-Hurstan, co' executer of the Canadian estate sif 3 i5 Day Y.s._7hvma s; r : _ K-a-1- tTF6h -R"W'IT,'0` ,= 3Wei�eU'---- i .�`I i� CL C�!E1JI �.32 LTS"'�� �s' S- ,;ice. ITSud' , ' S- �' tive of the Was estate `�`� •� �.—., K'3thleen Roselle, deceased JOhn avis Thomas, it. I execu or ,,Of the estate of Flore. t. Gravon Thomas, deceased r.p.) C-Arrloll UraV 9 - naS, co-exi c or Tr of the a tate of Florence Craves 0 Thomas, deceased c� to O ifs STATE OF lt',1ti}{I�CTC7,1 I C� SS C.01'.NTY OF l{ , ` ,'., I SEATTLE FIRST NATIONAL BANK. ea National Banking 9 ciation��C,���.� On ,hi,,s da.w f+rrsnnall% AP1w.irml hrfnry mi. -- !2HN DAVIS THQMAS,. -JR . n m, i;nu+rn to be thr individual —_ drscrihed in anj who executed the wilhln and foregoing lnetrumenf, and 14ma.44A that sivnrrl ihr same o _._his frrr And vnh,niary act and dead fnr the kites and purposes thd` 13lfiibtfpned.;• GRIN under mti hand and official seal this �_' �` day- o C 19 r ,t fn ,Ind for the State of Wasftkl 9IT SS COUNTY OF On this day porsonall}- appeared before me —CZABRQLI+* GRUES T,OOKAS in me. known to be the Individual _ descrihed in and who executed the within and foregoing instrument, and acknowledged that tlhe sign d the eame as .Ll% free a��__.n',d voluntary act and deed for the uses and purposes therein mentioned. GIVEN'' under my tiand andrvf$Ri9 gWl ihfr _.1�der of "7Il,k.0 1 w , 19 89. RUTH AITCHISON -' NotaryPublic --SuteotAZ MARICOPA COUNTY Notary Public in and for the State of II9',, 1Y., My Commltsk)n EXOM MMY 9. IW8 residing of E!". .`i t- --Al-fy'J- C, ' CORPORATE ACKNOWLEDGMENT gr ;8M_ . befnre me, the undersigned, personally appeared mE n _y,^�. s, r.. t ++��,�s tt��s�g11 he- a f'��r and ._ . resptetlreh•, of *� ATLZE f4RST ��'TONAi, BP�jS_ the torpnrelion that executed the loregoing instrument. r nnri•A lfrottti]rti ed the eWInstrament to br the free and voluntary act and deed of said corporation, for the uses and purposestherein magli,�n'ild"and an oath stated that `+ authorized to execute the said instrument and that the seaf at xed is the rorporaw seal of said corporation. Witness mr hnnd And official acat herein affixed the del' and %•Par first above wrilien. J / Nrnary lic'anti d for the $iate of Wa.hingior. rrsidfriv, at 11-20211 11411)4'�5 EXPIHIT "R" The :forth 011e-11.11f of the Northeast quarter of Section 26, 'rownship 23 North, Ran;it• `i !Fast, W.M., i;i King County, Washingtol" E?SCFE'T that portion thereof condemned by the United States of America for Bonnevi lie Power Administration in Cause Number 4939 of the United States District Court for the Western District of Washington Northern Division; a TOGETHER with that portion of Government Lots 2 and 3, Section 23, Township 23 North, Range 5 East, W.M., in King County, 7 Washington, lying southerly of the following described line: CID COMMENCING at the southeast corner of said Section 23; THENCE North 2023'04" East along the east line of said Section 23, a distance of 1174.28 feet to a point on said east line and the TRUE POINT OF BEGINNING; THENCE North 79"24156" West 548.04 feet; THENCE South 81054' 25" West 7116. no feet more or 1e4R, to a point on the west line of said Government Lot 3 and the TRUE POINT OF FNDIN7,. re- Iatt a 417srr, C Ln W VALLEY FAIRS II R-2022 B41945' EXHIBIT "A" VALLEY FAIRE DEVEI,OPMENTS, a I1e.rtnership and JOHN DAVIS THOMAS, JR. 6 CARROLL GRAVES THOKAS, as individually, co• -executors of the estate of FLORENCE O.RAVES THOMAS, deceasedl WILLIAM LEONARD OSTLER and JOHN CHARLES SCCTT-HARSTON, as co -executors of the Canadian estate of KATHLEEN ROSELLE OSTLER, deceased; S. MCLAIN DAVIS, personal representative of the Washington estate of IiATHLEEN ROSELV, deceased; and SEATTLE FIRST NATIONAL BAT-R, a National Banking Association, as beneficiary of Deed of Trust. ►C• 2osz 4 19 4 TON 1 On this 7 day 1913 before me, a N,,taz-v ?U�I�c in and :or the flee 0 duly and swo.n, perscinally a p 'e. llec,j 0,e A: K< f'c 7Z to 0!2a me known to be the executor under the Last Will and Testament of h 4 C'- J-,f- Z 4. Cexecuted deceased, and who the whin agd- e902.;'o ln-ztrurlient, and acknowledged the 8al"_1 inzt:ument tc n free and vc.u%tary act and deed, as executory for the uses and purposes therein mentioned. t;ITNESS my hand and official seal the day and year in V.in certificate z-bove written. ;vs N GT3;WRY PQBI Z-0- ili- afid 't or, #fhe WX--a—i-7^r-7 .-resid-ing at STATE OF Ss. COUNTY OF On this 4~ of 4 before 198 _�day me, a Notary Public in and for the State of Washington, duly 1 s s icned and sworn, personally appeared C'ENF ,CAR T�IOMAS to me known be the executor under the Last Will and Testament of FLORENCE GRAVES TMAS deceased, and who executed the within and foregoing instrument, and acknowledged the said instrument to be his/her free and voluntary act and deed, as executor, for the uses and purposes therein mentioned. WITNESS my hand and official seal the day and year in this certificate above written. OFFICIAL SEAL RUTH AITCHUN NOTARY PUBLIC in, and for the State Notary Publk — state of Az of MARICOPA COUNTY MY Carnmission ftpires May ij, 19" resid 'Iig at LZJa(A keJ 'rr4- I it 1, r (11 19 h0ory nic. tho tindersigned. rr� III Ple k till%% 0) 14, he 111C 414" the corporation that �,�,Tuwd 11=�,4 ',Z' "Iti-tifft -.j Tl 11 4 -n I$ 'Ln, ge,Vw K, lh-,dee ,Ind act and deed Ill said corpornticinj"I I1n.UNC1,fit)0Q' nutpo'l" and on 41111h 'WIC01 lh;lr We �10V attihodn-id I;k r 'Itq� 14k s .)rt 11 II,i n11 ,till 11111—IT WAI hCh't4l jlff%�Il lilk- J.1 f % r N.1131n Iluhil h SI. [A? 14 N uJil"Inors. j170 fqJ11 LTD STATE OF WASHINGTON 1 ss. COUNTY OF on this day of__ '� � ti , 1964 , before me, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared JOHN DAVIS THOMAS, JR• 4, to me known to be the executor under the Last Will and Testament of FLORENCE GRAVES THOMAS w-y _ , deceased, and who' ' executed the within and foregoinc, instrument, and acknowledged the ` said instrument to be his/her free and voluntary act ane deed s ifl executor, for the uses and purposes therein mentioned. i•;I TNESS my hand and official seal the day and V) certificate above written. .YC NOTARY U$LIC in and _cr the Si��1!`' Of r4a ington, residing at - STATE OF WASHINGTON ss. COUNTY OF On this � day of 1984, before me, a Notary Public in and for the State of Washington, duly commissioned and swarn, personally appeared S. MCLAIN DAVTS, personal representative of the Washington estate of KATHLEEN ROSELLE, deceased, and who executed the within and foregoing instrument, and acknowledged the said instrument to be his/her free and voluntary act and deed, as administrator, for the uses aAd purposes therein mentioned. ',i1.1. WITNESS myC?hand and official seal the day and year in this certificate above written. N AFW PUBLIC in and for the state o Washington, residing at ,e - "0 2- Q+i19010 DRAINFIELD EASEMENT THIS AGREEMENT made and entered into this day of February, 1977, by and bctwce&.a ROY B_ AL MMSOM and _MaAGYET D. ANDERSON, his wife, hereinafter referred to as "Anderson", and E. REX .7DNFS and -LETBA ,c_ . 1iiF ixalffca. ;2raa - referred to as ".Tones", 'hITNESSETH: WHEREAS, Anderson is the owner of the following described real estate situated in King County, Washington: PARCEL "A": Thy West 201 feet of the Southwest 1/4 of the Southwest 1/4 of Section 24, Township 23 North, Range 5 East, W.M. PARCEL "B": Beginning at the Northwest corner of the Southwest 1/4 of the Southwest 1/4 of Section 24, Township 23 North, ' Range 5 Fast, W.M.; thence East along the North line of said Southwest 1/4 of the Southwest 1/4 of Section 24, a distance of 201 feet; thence North to the Southerly right of way line of County Road; thence Northwesterly along the Southerly right of way line of said County Road to.the Nest line of said Section 24; thence South along the West line thereof to the point of beginning. - PARCEL "C": Commencing at a point on the East boundary line of Section 23, Township 23 North, Range 5 East, W.M., which point is North 0112'43" Fast 1399.72 feet from the Southeast corner of said Section 23 and South 0012143" West 90.13 feet from the point of intersection of the above described East boundary line of said Section 23 and the center line of the tract and right of way of the Columbia and Puget Sound Railway; thence from this true point of beginning South 0012'43" West 420.63 feet; thence North 81035117" West 295.04 feet; thence North 0012'43" East 400 feet, more or less to a line concentric with and 90 feet (radial measurement) Southerly of the center line of the Columbia and Puget Sound Railway; thence Easterly along said concentric line 295 feet, more or less, to the point of beginning; FILIED for f :U a iicque�t o�� ExcjsE r x t4OT REC'. 1'RtG ROBERTS & ANDERSON Ring Cl. Rmfds L-;Vwivn AYTONN[Y/ AT LAW 1. III WILLIA49AVINUR IOUTN P.O•&OW404 ' D "u` �rRrrra>+, WA9NINGTDM 46050w•r»• r 9/ (200) 228-T000 Page 1 PARCEL "D": A portion of a portion of the East 1/2 of the Southeast 1/4 of Section 23, Township 23 Month, Range 5 East, W.M., described as follows: Beginning on the easterly line of said subd.+'_vision at a point North 0012'43" East 1398.72 feet from the Southeast corner of said Section and South 0012'43" West 90.13 feet from the intersection of said easterly line with center of tract and right of way of Columbia and Puget Sound Railway; thence South 0"12'43" West 420.63 feet; thenc-1 North 81035'17" West 295.04 feet to the true point of beginning; thence North 0012143" Eat3t 265.00 feet; thence North 61135'17" West 20.00 feet; T thence South 0012'43" West 265.00 feet; thence South 81035117" East 20.00 feet to the true point of beginning; and WHEREAS, Jones is the owner of the following described real estate situated in Xing County, Washington: That portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 East, W.M. in King County, Washington, described as follows: Beginning on the easterly line of said subdivision at a Point north 0012'43" east 1398,72 feet from the southeast corner of said section and south 0*12143" west 90.13 feet from the intersection of said easterly line with the center line of tract and right of way of Columbia & Puget Sound Railway; thence south 0012'43" west 420.63 feet; thence north 81035'17" west 195.04 feet to the true point of beginning; thence north 811,35'17" west 353.00 feet; thence north 0012'43" east 384.52 feet; thence easterly on a 0028' curve to the left through an angle of 2"32'28" an arc distance of 350.00 feet; thence southerly to the true point of beginning, EXCEPT the east 100 feet thereof; and EXCEPT that portion of the east half of the southeast quarter of section 23, township 23 north, range 5 east, W.M. in King County, Washington, described as follows: Beginning on the easterly line of said subdivision at a point north 0"12143" Past 1308.72 feet from the southeast corner of said section and south 0012'43" west 90.13 feet from the intersection of 6aid easterly line with the center tract and right of way of Columbia & Puget Sound Railway; thence south 0°12143" west_ 420.63 feet; thence north 81035'17" west 295.04 feet to the true point of beginning; thence north 0°12'43" east 265.00 feet; thence north 81135'17" west 20.00 feet; thence south 0°12'43" —est 265.00 feet; thence south 81035117" east 20.00 feet to the true pent of beginning; and EXCEPT portion lying within Primary State Highway 5. and ROPKRTB & ANDERSON ATT011NtYS AT LAW 111 WRLIAMS Ay1MU■ 40UYH P. D. 0OX40A R[NTON, WASHIN6TOM 0801SO (206) 220•1aGO Page 2 WHEREAS, Anderson presently has A need for additional land in order to construct, maintain and repair a drywell or additional drainfield foL septic tanks presentlylocated on the Anderson property and the Jones are willing to grant to Anderson an easement on a portion of their property for this purpose provided that said easement shall be conditional and shall terminate when a public sewer system is installed and available to Anderson for hookup. NOW, THEREFORE, it is hereby AGREED by and between the parties and for their respective executors, successors and assigns as follows: 1. .zones does hereby grant, convey and quit claim to Anderson, their heirs, successors and assigns, an easement for a drywell and/or septic tank drainfield on the following described property: That portion of the East 1/2 of the Southeast 1/4 of Section 23, Township 23 North, Range 5 East, W.M., described as follows: Beginning on the easterly line of said subdivision at a point North 0°I2'43" East 1398.72 feet from the southeast corner of said Section and South 0°12'43" West 90.13 feet from the intersection of said Easterly life with center of tract and right of way of Columbia and Puget Sound Railway; thence South 0012143" West 420.63 feet; thence north 81°35'17" '.Vest 295.04 feet: thence North 0°12'43" East 265.00 feet to the true point of beginning; thence North 81035117" West 20.00 feet; thence North 0012'43" East to the southerly margin of P.S.H. No. 5: thence easterly along said margin 20 feet, more or less, to a point which bears North 0*12143" East from the True Point of Beginning; thence South 0012143" West to the TRUE POINT OF BEGINNING. This easement includes the right to go upon said property for the purpose of constructing, maintaining and repairing said drywell or drainfield. 2. The parries expressly agree that this easement shall continue in effect only intil such time as Anderson has pLiblic sewers available to them for hookup. ROBERTS dI ANDERSON ATTORN[YG AT LAM/ lit WrLL1AM■ AVf MU■ 11GUTH P. O. DOX484 R[NTON. WA6NINOTON 90000 IROb1 278-1000 Page 3 } 3. In consideration for the granting of this easement, Anderson shall pay to Jones the sum of $100 per year for the use of said Pasement. 4. This agreement and easement shall be appurtenant to and run with the land and be a benefit to Anderson, their heirs, successors and assigns. ' 5. Anderson agrees that during the term of this agreement M1 and easement that they will maintain the easement property in good order and will hold Jones harmless by reason of any damages that may occur by reason of Anderson's use of said property. Upon the termination and cancellation of this agreement and easement, Anderson shall return the easement property to its former condition and will execute and deliver to Jones a release and cancellation of this agreement and easement. IN WITNESS WHEREOF the parties have hereunto set their seals the day and year first above written. r . . C STATE OF WASHINGTON ) } ss county of King ) On this day personally appeared before me ROY B. ANDERSON and MARGARET D. ANDERSON, E. REX JONES and LETHA C. JONES, to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their fr4ee and voluntary act.,... ;,..,• and deed, for the uses and purposes therein.4nentioped...' GIVEN under my hand and officiltsea7. this February, 1977. • '' NOTAFY PlUBLI n and or the y �' state of Washington, residiN, $9ssR RT &`kNDSR�ON ATTORNRY: AT LAW ,rr WILLIAM■ AYINU■ #PVT" F. o. BOX 454 RgNTDH, WASHINGTON 900111111 Page 4 sloop sar.Isso r ED fog �R��gne�sl/ at ' Fa i RAIN IE1.iL SEME „ „ ti Rf THI� AGREEMENT made anr, entered into the rd • --A'.' U-1 1982, by and between DEAN W. B[TNEY and ROBERT E. MC CORMICK, hereinafter referred to as "Bitney/McCormick", and LETHA C. JONES, hereinafter referred to as "Jones". e12i12-,30 40521 E RECD F 6.00 b WITNESSETH: CASHSL. **„*6.00 22 WHEREAS, Bitney/McCormick re.entl has need for additional P Y larrd in order to construct, maintain and repair a drywell or additional U7 drainfield for septic tanks presently located on the Oitney/McCormickki„,;..,_' C13 property and the Jones' are willing to to Bitney/McCormick an,_,.,,•,• grant easement on a portion of their property for this purpose provided that . � said easement shall be conditional and shall terminate when a publicri3�? t+,� sewer system is installed and av,: i lable to Bi tney/McConnick for hookup.4 nr NOW, THEREFORE, it is hereby „+ AGREED by and between the parties and for their respective executors, successors and assigns as follows: 1. Jones does hereby grant, '--onvey and quit claim to Bitney/ ; MCCrr'mick, their heirs, successors and assigns, an easement for a dry - well and/or septic tank drainfield on the following described property: ; That portion of the East 1/2 of the Southeast 1/4 of Section 23, Township 23 North, Range 5 East, W.M., described as follows: Beginning on the Easterly line of said subdivision at a point North 0°12'43" East 1398.72 feet from the Southeast corner of said Section and South 0°12'43" West 90.13 feet from the intersection of said Easterly line with center of tract and right of way of Columbia and Puget Sound Railway. thence South 0*12143" West 420.63 feet; thence North 81035'17"West 295.04 feet; thence North 0°12'43" East 265.00 feet to the True Point of Beginning; thence North 61 °35' 17" West 175.00 feet; thence North 0°12'43" East to the Southerly margin of P.S.H. No. 5; thence Easterly along said margin 175.00 feet, more or less, to a point which bears North 0°12'43" East from the True Point of Beginning; thence South 0'12'43" West to the True Point of Beginning. This easement includes the right to go upon said property for the purpose a ;.. of constructing, maintaining and repairing said dryweli or drainfield, .yt:•.,;,2 2. The y agree parties expressly a that this easement shall continuer,. P p g in effect only until such time as Bitney/McCormick has public sewers available to them for hookup. or until sale of subject property and land 1n f;C� drainfield easement area is required for building purposes by new owners. Upon receiving 120 day notice, Bitney/McCormick agree to cancel said easement in the event existing drainfield cannot be modified or moved to permit ' r7 construction over existing easement. Bitney/McCormick agree to pay any and all legal fees incurred through breach of this agreement, .:max .5 A A' t � ' W11cP5,AS, Jones is the owner of the following described real estate situated in King County, Washington over which the fNove described easement is a portion of: J. That portion of the East half of the Southeast Quarter of Section 23. Township 23 North, Range 5 East, W.M. in King County, Washington, described as follows: Y Beginning on the Easterly line of said subdiv'sion at a point North 0*12'43" East 1398.72 feet from the Southeast "- corner of said Section and South 0012'43" West 90.13 feet y.v fr-m the intersection of said Easterly line with the center t line of Tract and right of way of Columbia A Puget SL-und �b Railway; thence South 0012'43" West 420.63 feet; thence North 81`35'17" West 195.04 feet to the true point of beginning thence .North 81°35117" West 353.00 feet; thence North 001t2`43" East 384.52 feet; thence Easterly on a 0628' curve to the left through an angle of 2032'28" an arc distance of 350.00 feet; x- thence Southerly to the True Point of Beginning, EXCEPT the fir. p East 100 feet thereof; and EXCEPT that portion of the East C� half of the Southecst Quarter of Section 23, Township 23 North, Range 5 East, W.M. in King County, Washington, described as N follows: Beginning on the Easterly line of said subdivision at CO a point North 0°12'43" East 1398.72 feet from the Southeast ' corner of said Section and South 0°12'43" West 90.13 feet from the intersection of said Easterly lire: with the center tract and right of way of Columbia b Puget Sound Railway; thence South 0°12'43" West 420.63 feet; thence North 81"35117" West 295.04 feet to the True Point of Beginning; thence North 0° 12143" East 265.00 feet; thence North 81035'17" West 20.00 feet; thence South 0°12'43" West 265.00 feet; thence South 810 35'17" � t 20.00 feet to the True Point of a^ginning; and _t EXCEPT po-tion lying within Primary State Hi9m;3y 5. 3. In consideration for the granting of this easement, Bitney/ McCormick shall pay to the Jones the sum of $400.00 per year for the use of said easement. 4. This agreement and easement sitall be appurtenant to and run with the land and be a benefit to Bitney/McCormick, their heirs, successors and assigns. 5. Bitney/McCormick agrees that during the term of this agree- ment and easement that they will maintain the easement property in good order and will hold Jones harmless by reason of any damages that may occur by reason of Bitney/McCormick's use of said property. Upon the termination and cancellation of this agreement and easement, Bitney/McCormick shall return the easement property to its former condition and will execute and r deliver to Jones a release and cancellation of this agreement and easement, a IN WITNESS WHEREOF, the parties have hereunto set their seals the day and year first above written. 2. J ' me-' 'STATE OF WASHINGTON, f County of I /+ On this day Ferson Ity appeared before me =r to me known to hr the individual 5 descri6Fd in andwho executed the within and Fercgoing instru-ant, ar.d acknowledged than c/ h / signed the same as /!� - ; free and voluntary a act and deed, for the uses and purposes the,cth mentioned. w GIVEN under my hand and official seal this day of, f9 -Z _ Of the Stare' o/ tti'ush ra,r F• It SkOTV F{ J • - `tti •;tea aOYAR y p� `� �h s NIlk ,•: ;d- r` STATE OF WASHINGTON, Co'.,nty of ��j i 5.Ottt On this day personally appeared before me Ned �wAs, C to me known to. be' tfte individual d:scribed in and. who executed the within and foregoing ;. instrument, and acknowledged that signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned, GIVEN under my hand and officiat seal this day of 19 ,Votary Pi4blie in and/or the Stare of Washington •C [hPV••10■}[YT ,.es,o Y.a rrtiding at F. r �I D c7 yon t • � f oLi. � � r� 4 � ADDENDUM TO DPAINFIELD EASEMENT The undersigned hereby agree that upon acceptance of the lease agreement dated the 23rd day of Occember 1982, between the undersigned parties hereto, 6itney/McCormick will at their own expense fence the entire west side of Valley View Mobile Nome Park with a five foot chain link fence within four months from the date of acceptance of said lease agreement. V - Qean w. Bitney obert E. -dCormick ���-- Letha STATE OF WASH]NGTON, ss. County of 9i nn ff t� Ily appt�red before me fA ' ,...�� I., r , own tSf b individual S described in and. who executed the within and foregoing tla� tt ol" � e ed that y Ii e,.1 actand deed, fordsAr3es therein signed the same as (, pr r free and voluntary and purposes mentioned, ,,Ei+NO m}yli9nH Od official seal this <G i .'? day of f _ter' <' n,o a (j-r / i 4 1 5. ��' aQrwArµ1 yl Nordry I'm bli1c1ni and J'or the Stare of It shirrgron CC 1W111L rrsldir8 Qr K 01-6 t,�-.� F. 9236 AP,INN P JM 2� xo DRAINAGE EASEMENT Tract A Common Property Type II THHIS INDENTURE made this 1 �, day of ��,t�.;� 19between 1� •1 r. 7 A u �-f,x'G /f %f •,•-•r,. ��f.-•: r7r�L�'r/�rld� _. hereinafter called the rRAVTOR, and King County, Washington, a political sub -division of the state of Washington, hereinafter called the GRANTEE: WITNESSETH: The said GRANTOR for and in consideration of Mutual B�snefits— and other valuable considerations, receipt whereof is hereby acknowledged, do by these presents grant unto the said GRANTEE, its successors and assigns, a right of way easement for a drainage system _ over, through and under the property herein described, situated in King County, Washington, being more particularly described as follows: Tract A of Valley Faire II, lying in the SE1/4 of Sec 23 and the NEl/4 of Sec 26, T23N, RSE, W.N• in King County, Washington as shown on the plat thereof redorded in volume 131 of plats, pages 39 through 43 in records of King County Easement: Beginning at the NE corner of said section 26, Thence running 52-23-36W, along the Easterly line of said section, 739.84 feet; to the Northerly boundary of the S.P.A. Right of Way, thence N77-55-24W, along said Northerly boundary, 241.79 feet to the True Point of eegining and the centerline of the within described 40 foot wide drainage easement; thence N31-22-02W, 293.32 feet; thence N3O-�54-26W, 218.28 feet; thence C N11-43-34w, 256.79 feet; thence N4-50-33W, 288.69 feet; thence M N19-55-44W, 230.lo feett thence N4-40-59W, 216.92 feet; thence N43-49-04W, 338.39 feet; thence N7--05-35W, 46.2 feet , more or less to the Northerly boundary of said plat and the end of easement. O Said easement and right of way is for the following purposes: To construct and maintain a drainage system including pipes, catch basins, man holes, and other appurtenances as required for stabilizing a ravine and reducing erasion. Said GRANTEE, its successors and assigns, shall have the right at such time as may be necessary, to enter upon said property for the purpose of constructing, reconstructing, maintaining and repairing said drainage system IN WITNESS WHEREOF said GRANTOR has hereunto set his hand and seal the day and year first above written. EXCISE TAX NOT fs�G UA:r__� �.�.fl � ��•''.�� ofr ,a+Qcs.Reoadsau�On �R $y u !1) i_ t_ , 0rputy n T GRANTOR �^ STATE OF WASHINGTON } ss COUNTY OF }LING ) s � On this day personally appeared before me -32'C: % _ V\�1 � and to me known t b6 e the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this *3, day � 19{iN . Y. t l NOTARY UB%IC in and for the State of �W�ashangtan, residing at EASEMENT State Route 169, Cedar Grove Park Vicinity to Maplewood Golf Course Vicinity The Grantors, AGNES M. QUACKENBUSH, as her separate estate, and ROBERT E. MCCORMICK, an unmarried person on and since June 23,1977, as his Separate estate, for and in consideration of TEN AND N01100 ($10.00) DOLLARS, and other valuable consideration, convey and warrant unto the STATE OF WASMNGTON and its assigns, an easement over, under, upon and across the hereinafter described lands for the purpose of constructing, imalling, and maintaining a drainage system. Said lands being situated in King County, State of Washington, and described as follows: See Exhibit A attached hereto and made a part hereof 8 The undersigned herein eonsenls to the payment of any conaidemtion for the lands being herein released directly to Robert E. McCormick his heirs, surcesasary or assigns. It is understood and agreed that delivery of this Easement is hereby tendered and that the C n terms and obligations hereof shall not become binding upon the State of Washington unless and [sue Quntil accepted and approved hereon in writing for the State of Washington, Department of 'W:IYmnsportation by its Director of Real Estate Services. / Dated _ yW1 2 5— . I9P CD 211 c� rn _sh McCormick Accepted and Approved: STATE OF WASHINGTON Depa eat ofTrapap tion B2 !l rf Date: JOACH[M PESTlNGLR,0JWA Director, Real Estate Services Page 1 of4 pages EXCISE TAX NOT AF-O IRED 14,E Co. Ruads tHvlfloe Bye r�t� r FA No. F-169 () Parcel No. 1-13866 4r 0 A _ EASEiNFM STATE OF WASMGTON ) . ss. County of 1111%3 ) y:e%i 14 F3 On ihir,—jZt!tf day of before ma personapy appeared AGNES M. QUACKEN13USH to m to be the individual described in and who executed the foregoing instrument, and as edged that she signed the same as her five and voluntary c act and deed, for the uses and purposes therein mentioned GIVEN under my hand and official seal the day and year last above written. `'!1!4lIF1FliF/ •� QSIDII E,ha 7• •~+4 NOTA w 'allotary and foorhe- ii State of WM"gton C cr)i t!1 PU31S4 ., o . Residing at A;a o CD '+�+�y�'.�cr '` My Appointment expires kfifl�y CD C STATE OFWASHINGTON } County of On this# day of ore me personally appeared ROBERT E.. McCORM1CK tome to be in LW described in and who executed the foregoing instrument, and acknowI ed that he signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my had and official seal the day and year Last above written. in and for the � 41,qw�l fAlie Residing at My Appoin t expires FA No. F 69 ( ) Paarcccl No. 1-13866 Page 2 of 4 pages CO O ['r7 O or) W 0 r EASEMENT £XHMIT A All that portion of the hereinafter described TRACT")" lying northerly of a lino beginning at a point opposite Mghway Engineer's Station (hereinafter referred to as HES) 330+00 on the SR 169 survey line of SR 169, Cedar Grove Park Vicinity to Maplewood Golf Course Vicinity, and 99.07 feet southerly therefrom; thence southerly to a point opposite said HES 330+00 and 119.07 feet southerly therefi-a n; thence westerly parallel with said siney line 500 feet to a point and the end ofthis line description. Parcel "A" The west 201 feet of the southwest quarter of the southwest quarter of Section 24, Township 23 North, Range 5 East, W_M, in King County, Washington. Parcel "B" Commencing at a point on the east boundary be of Section 23, Township 23 North, Range 5 Fast, W.M., in King County, Washington, which point is North 0° 12'43" Fast 1398.72 feet from the southeast corner of said Section 23 and South 0"12'43" West 90.13 feet from the point of intersection of the above described east boundary line of said Section 23 and the center line of the tract and right of wav of the Columbia and Puget Sound Ra7way; thence from this True Point of Beginning South 0° l2`43" West 420.63 feet; thence North 81°35'17" West 295.04 feet; thence North 0°12'43" East 400 feet, more or less, to a line concentric with and 90 feet (radial measurement) southerly of the center line of the Columbia and Puget Sound Railway, thence easterly along said concentric be 295 feet, more or less, to the point of beginning; EXCEPT any portion thereofwhich bes northerly of the southerly margin of Southeast Renton -Maple Valley Highway (P.S.H. No. 2) as establisbed by deed recorded under Recording Number 1545508. Page 3 of 4 pages FA No. x-169 ( ) Parcel No. 1-13866 I rr i V 0 M EASEMENT EKHM1T A (continued) Parcel "C" A portion of the east half of the southeast quarter of Section 23, Township 23 Nork Range 5 East, W.M., in King County, Washington, described as follows: Commencing on the easterly line of said subdivision at a point Notch VIZ43" East 1399.72 feet from the southeast corner of said Section and South 0°12'32" West 90.13 f xt from the intersection of said easterly line with center of tract and right of way of Columbia and Puget Sound Railway. thence South 011243" West 420.63 feet; thence North 81'35'17" West 295.00 feet to the True Point of Beginning; thence North 0012'43"East 265.00 feet; thence North St 03917" West 20.00 feet; thence South 01IT43" West 265 feet; to thence South 81035,17" East 20.00 feet to the TruePemt of BeginAng tD The lands herein descn'bed contain an area of 0.06 acres, more or less, the specific details concerning all ofwhich are to be found in that certain map of definite location now of orecord and on file in the office of the Secretary of Transportation at Olympia, and bearing C7� date of approval January 21, 1986, revised March 6, 1992. It is understood and agreed that the State of Washington will reconstruct the c>dsting road approach on the southerly side of said highway at or near Highway Engineer's Station 330+56.56; which APPROACH shall be maintained between the right of way be and the shoulder line of said highway by the grantors, their heirs, successors or assigns. The grantors herein further grant to the State of Washington, or its agents, the right to enter upon the grantors' remaining lands where necessary to reconstruct said road approach and to tunnel and place culverts for said drainage easement. Reviewed: G7 Date: 1 2 FA No. F-169 ( ) Parcel No. 1-13866 Page 4 of 4 pages i .0-0P-r)t=-D 0 Cule.f°ECT- Zip, - - powur�tr �iT 5t �.1 I JJ Lf ! E 143 " RIGIr., EASEMENT For end in amsidanalon d ono Dollar ($1 A0) and athsr veluabta consideration. the receipt of which Is hereby acrnaMedged, gQRr=BJ E MWORMIC.ti. as hit aeoarhhtarstats ('Granby' herein). hereby grams, corwaya and wan nts to PUGET SOUND POWER & LIGHT COMPANY. a Washington corporation ('Grantee' heroin). for the purpnaaa hereklehar sat forth; a perpetual easemord over, woes and under the fotlaw5g dosatbad real property (the'Proporty' heroin) In f ft County, Waahinpton: ; See attached Exhibit W . g U") Except a may be otherwiss set forth hamin Grantsat rights shall be axw;kW upon that portion of the Prspsrty (lbs r�- f� 'RigM.d-w }laraln} dascribsd as 1401=h h-WWQ -toot of p . 00 daauNed as iallowa� A strip of land ten (10) feet in width, lyimg within the above described Property, described as follows: The North test (10) feet, lying parallel with and adjoining State Route 169 (Maple Valley Highway). 0 e 1. Purpore. G,rantso shall havo the right to =wtruct. opande, maintain, repair, replace and enlarge one or more slecub transmission and/or ftftabn Ines over and/or tyndx the F►Iplrttrf Way togatherwith all Room ary or oommlisrd appurtaromos tharato, which rosy induce hul as not Imbed m the folowlrV. e, Overhead laoltftlen Poles and/or toners with erosserms, braces, gays and ancilers, electric bersmisalon and dhbrbulSon lines; eommonfrdton end signal bes;iramdarrum b. Undargrnund Iecllitlas. Undergmund conduits, cables, vaults, manholes, switches and bansAormars; somPauried or ground mounted facNes such as pads. aarmiormore and saws Falk wfng Via midst construction of its Wktlss, Grsnroe may from tlma to time conwnA3 such additional 6nas and other fadlWas as it may rogrrlrs. 2. Access- Grantee shill have the tight al awes to to Rig t-of-Wzy ovar and across the Pmpwy to enable Grantas to exercise Its rights hereunder, provided, that Gmntas shag oompw%W a Gra for for arty damage to the Property caused by the mtstdsa of said right of &=nL a. Culling of Trsse. G►antae shall have the rlghi to Fat or tdm any and all brush or tress standing or growing upon the Flight-d-Way, and also the right fro cot or trim any troe,+ upon the Property Whik1% ktfalling. could in Granteet toasonable Judgment, be a hazard la Grantee's ladifles. 4. Gmntoeg Use of FUght-ol-Way, Graretor rsserno the right to use the Rlght-of-Way for any purpose not inconsistent with the rights heroin granted. provided. that Grantor shall not construct or maintain any buirding or other stn=ie on the Right-d-Way and grantor shag do no bflsft within 300 test of Grantees fadWas Without Gnuttee's prior mitten conic M. S Indamnity. By accepting and recording this easement, Grantee swum to Indemnify end hold harmless Grantor from any and all cairns for injuries and/or damages sufterod by any parson, which may be canard by the GrardoWs exercise of the rights harsh granted; provided, that Grantse shO not be rssponar'bla to Grantor for any InJurfes and/or damages to any parson caused by ads or onbsfans of Grantor. 768.91t 2.84 R3385 B208484 1W-ACWI 2as-36 parcel Ei347449 12/1"993 �Fb.99 2500.00 E, i1 alp �y ,+ _ 0 A w IL Abutdonmwnt. iftre rights heroin granted Ad cmahure wM a ich tlms st i3mdev oases to use the Rlphl-of-Ways for s perbd a1t'Hw {5} suaa*slve Fare. In which awns this wemerR schdl termtnw uid ag soft . ttxatasdsr shall taunt tm Gwriar. p{nvkh4 that w abwKtm mont"be dawned to have occurred by t*mm Of Gmeseft More to In" lino 6 fa�a on the Rlghtd•Wsy within w pOW d tlme hem the daft heredr 7. Successor and AAplyns. The rl hm wA dbilprtbna of the po,%- shalt Inure to the bsneflt d and be b(ndlnp upon th* rrssa/paalwa srrocusars Bind lma m. foe % BYE ere E tit:Gorrat r is hie pants estate � � Sr'C) NOTARY PUBLIC STATEOFWa5Hr147Oft } Ss WA5� artthisdaypwwrm3 rswwodbofon %mskw mtobefd»htdMft*) 56 deaaWed in and who ambed the wphin end forapdrg hebww 4 and asrAttorNtdptd 00 he ahead Iha sacra m Oro hie hue andvahrn" ad Brad deed for *a ums and p TOM the eb aterplorwd m GlYEfi rwtdwrmy it�d and oflidai real Ihk �dyr d - `�7d te.ClaeJ�serPJ t o ioL - ;r Ln J• r L7Go _ = jiomiy Pablo fn ud loithi Sf�s of lF/artrinylon, `: C�� S'TA'CEO�WASFWGf�H_-) _, .. ... , - •� - _.. • r......_ -.7ss On *k day peIn raae * appwrd Wm ms t _ _ :. -- to to kra�wn to be dw " lrblyidtw$s) dettr>btd and teha aaecuGrd the+tltl{ks �d tCrumenC an id s%Pw f!w eamw ea • fro and vokmtwy act artd d fordu m and purpose 13fVENuritlrrmydridsndof&talrwttils rt..-..dajd ' _ NObgA 4c kt and for the Stets of Waeiin hA pAowkv at , -.. ..✓ ..,.. ... - .s„-•: .., :.d �-'. �t-. _v'37p{+..q). �-;;r•TT.'i�^i ���. it-. . ._ ;. : i2.. .•�Y.`�. - ... ..-. �:,µ T. :f:`f 7Y'i.3 )�.r frr *1 .. - " , .,-.:.:-� �::ls-:.:." tr. . � _. `.i•-....� .....-, it!ir,. 'ar:: <+:sT!c:!'•^i, r - - 'ti1179::-_� 92UB484 Parcel 9 W-ACoo1 235-95 MCCORMILK EXHIBIT 4A* PARCEL A: the best 201 feet of the Souckwast q]rarrer of the Southwest quarter a Section 24, Township 23 Rorth, Range S East, M.14„ PARCEL D• Beginning at the Northwcst•carner of slfe Fouchwast quarter of the Southwest quarter of Section 24. TewnshiP 13 North, Range 5 East, W.M.: thence Narth along Section line batwca Sections 13 and 24, 106 100t, Mara or 100s, to County Road; thence in A Sotsthvastorly direction along County Read 261 fact, vora or loss: thence South 103 foot, more or lass. to the North lino of said. Soathwa»t gliertor of the Southwest quarter; thanes least along said line 201 feet, more or less, to the point of to -rinsing. PARCEL C: Commancing At a point on rho Cast boundary line of Section 23 Township 23 NaTU, Range S Last, W.M., which poinC 1s North 0112'43" Fast 1 3111'71 font from the Southeast corgcr of said Section 23 and South 6'12,45" West 90.13 feat from the point of intersection of the ahova described Eaat boundary Una of said Section 23 and the Canter line of the tract and right of way of the Columbia and Puget Sound Railway: thoace from this true point of baplaRing South O'12143" Most 420.63 feet; thoneo North 31135`13" )feat 29S.0A fast; Chance KsVth 0*12143" Fast 400 foot, ewro or 10s31 to a lige Cenconxr'ic wish and 9O fact (radial measureaaAt) SouthorlY of the a7stet line of the Columbia and Puget Sound R311waY: thence Raatcrly along said concentric Tina 24S feat, more or loss, to rho pain- of bagSnning. PARCEL Th A portion of a portion of the East half of the Southeast. VA%Tter of Section 25, Town1hip-25 North. Range S cost, N.H., doseTtbed as ;follows: BeYiming art the F;lstorly Line of said subdirlsion at a point Korth 0.17'43" East 1,398.72 feet from the Southeast corner of said Section and South 0•12'43" Most 90.14 foist from tha intarsettiDn of paid Eastarly 11aa with captor of tract and right of war of columblA and Puget sound Itailway: thence South a'12'43++ Moat 420.63 foot. thence North 8143S'11" blast 29$.04 feet to the true point of beginning. theaca North O'12143" East 25S,00 faet; theaca North WSS111" Most MOO feet: xha"Ca South 0132,43" vast 203.00 feat; thence South 81'SS'111'Ilast MOO fort to the true point of harinning. pert 1 THAT PORTION DF 78E FAST HALF OF 7HE SOUTWEAST OOARTER OF SESTIDN 22. TOWNSHIP 23 NOM, RANGE S EAST. R.H.. IN tUki COUNTY. MAIHIRGTON. OEStR18Ea AS FOLLUS: SE61"IBG 04 THE EASIEALY LINE OF SAID Su801VISION AT A POINT NORTH 0'12'43- EAST 1.3s8.72 FELT FROM 7NE SOIRHEAST CORNER OF SAID SECTION ANG SOUTH 0112'43` WEST 90.13 FEET FRDN THE INTERSECTIOP OF SAID EASTERLY LINE WITH THE CENTERLINE OF TRACT AM LIGHT -OF -NAY OF 1 MMEA AND KMa SOUND RAILRAY• THENCE SOOTR 41'12'43- NEST 420.6) FEET: THOU ?FORTH 01`3S'37' VEST 19S.04 FECr TO IV TRUE POINT OF BEG1101ING; 70EME WIN BL-350I7' WEST 2S3.00 FEET; THENCE NORTH 0'12'41' UST 304.52 FEET. THENCE EASTERLY ON A L'2B' CURVE TO THE LEFT THROW X.1 ANGLE OF 1-32.28- AN ARG OI.TANCE OF 350.00 FEET; THENCE sOUIWEltLT TO TN£ TRUE FUINr or SEGINNINGt EXCEPT THE EAST 100 FEET THEREOF; AM EXCEPT THAT PORTION OF THE EAST A&F OF Tilt SOUT UST QUARTER OF SECTION 23, TOWNSHIP 23 M711. RANGE 5 EAST, w,N., IN KINS COUNTY. IIASHIRVOR, GESCRIDED AS FOLLOWS- 9EGINHIM ON THE EASTERLY LINE OF SAIO SWIVIStOH AT A P01N7 NORTH O'IY'43' CAST 1,39E-7Z FEET FROM THE SOiIT1iEAST CORNER OF SAID SECTION AND SOOTH 0.12'43' WEST 9C.13 FEET FROM THE INTERSECT100 OF SAID EASTERLY LIU 0117f THE MIER TRACT ANO RMT-OF-SWAT OF COLU118IA b PU6ET SOUND RAILHAY. -HENCE SOON 0'12'43' NEST 420.63 FEET; THENCE NORTH 81'35'17' WEST 295.04 FEET TO TIE 2RIE POIttr OF 9EGI1t IM. THENCE NORTH 0'12143' EAST 26S,00 FEET; THENCE MATH F,1'35'I71 WEST MOD FEET, THENCE SOVIN O'12143' Y.EST M-00 FEET; THENCE SODT41 84-35'17' EAST 20.00 FEET to THE ! TRUE POINT OF 8E5TMIXG; AND EXCEPT PORTION LTTNG VITHIN PRIMARY STATE RIGNYAY M. S. 9 C%j a Return Name and Address AT&T Broadband ATTN: Cynthia Valentine 4020 Auburn Way N Auburn, WA 98002 Please print or type information nnenmPnt Titleic] l Memorandum of Easement— Valley View Mobile Home park 2 3 Grantor(s) l Robert E McCormick 2 3 Grantee(s) 1. TCI Cablevision of Washington, Inc 2 3 Legal Description (abbreviated i e lot, block, plat OR section, township, range, qtr } SE'14, S23 T23N ROSE ® Additional legal is on page 4 of document Reference Number(s) (Auditor File Numbers) of Documents assigned or released ❑ Additional numbers on page of document Assessor's Property Tax Parcel/Account Number EXCISE TAX NOT RE01,11RED 2323059029 tr ayX puly ❑ .Property Tax Parcel ID is not yet assigned Additional Parcel numbers on page of document The Auditor/Recorder will rely on the information provided on the form The staff will not read the document to verify the accuracy or completeness of the indexing information RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: Attn: Business Services Group AT&T Broadband 3119 S Center Street Tacoma, WA 98409 (253) 383-3961 Exhibit B MEMORANaUM OF EASEMENT Property Owner Robert E McCormick _ Complex Name Valley View Moyle Home Park ^� Address Co. State, Zip — Contact Person o Telephone 1 �. Telephone 2 Fax 191 Mapk"y Road Selah, WA 98942 - Address City, State, Zap Contact Person Telephone 1 Telephone 2 Fax 16405 SE Maple Valley Hwy Renton, WA 98058 This MEMORANDUM OF EASEMENT Is to provide public notice that, for and in consideration of the mutual covenants made by the parties hereto, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, Robert E McCormick, on behalf of itself, its successors and assigns, with an office at 191 Ma lewa Road, Selah, WA 98942 (hereinafter called "Grantor") has granted TCI Cablevision of Washington, Inc, with an office at 4020 Auburn Way N, Auburn, WA 98002 (hereinafter in the aggregate called "Grantee"), and its successors and assigns, a non-exclusive easement in gross, which easement runs with the land and is subject to, and more panic laxly defined in, the terms of that certain MDU Broadband Services Agreement dated 2 3l al _ (the "Agreement') between Grantor and Grantee The purpose of the easement is to permit Grantee and any entity which owns or controls, is owned or controlled by or is under common ownership or control with Grantee, and to which Grantee has assigned, sublet or apportioned any right granted it under the Agreement, to provide Services, as defined in the Agreement, and to permit Grantee and such affiliated entitles to operate and maintain the Factltttes, as defined in the Agreement, necessary to provide those Services, to, over and upon the property described on Exhibit "A" attached to the Agreement, and all improvements thereon, together with the rights of ingress, entry and egress to and over the described property, solely in accordance with, and as provided in, the Agreement The easement shall continue in effect for a fifteen (15) year term and shall automatically renew for a three (3) month term unless otherwise terminated by the pa►bes as set forth in the Agreement The easement and this memorandum shall terminate ninety (90) EON B - Memorandum of Easement — Version dated 5-1-00 1 of 2 days after the expiration or earlier termination of the Agreement No easement or other rights are created in Grantee, or given by Grantor, in this Memorandum of Easement, as this Memorandum of Easement is for notification purposes only In the event of any conflict between the terms and conditions of this Memorandum and the terms of the Agreement, as between the parties, their successors and assigns, the Agreement shall control EXECUTED on thisL day of l Owner: Rabe McCormick By Name (Print or type) Title i� STATE OF Lt) l:J j y ss COUNTY OF 1 cat )n (,L ) n Kllr On this � � day of `�i �� �C= 'L' f , before fie, a Not Public in and for the State of a_ , personalty appeared L�'J J' 1 ? t C r r1), C f-C to me known to be the CM individual described in and who executed the within and foregoing instrument, and acknowledged that he/she signed the same as his/her free and voluntary act and deed for the uses and purposes therein mentioned c., IN WITNESS WHEREOF. I have hereunto set my hand and official seal the day and year first above written My Commission Expires %tary �bNC F k, ExMbd B - Memorandum of Easement —Version dated 5-1-00 2 of 2 0 0 MDU BROADBAND SERVICES AGREEMENT Exhibit A LEGAL DESCRIPTION Of PREMISES Property Owner Robert E McCormick Complex Name. Valley View Mobile Home Park Address Ctty, State, Ztp Contact Person 'telephone 1 Telephone 2 Fax 191 Mapleway Road Selah, WA 98942 Address City, State, Zrp Contact Person Telephone 1 Telephone 2 Fax 16405 SE Maple Valley Hwy_ Renton, WA 98058 114 of the SE 114 of Section 23 , Township 23N , Lange 05E Parcel or Tax Account Numbers) 232305 9029 MetroScan Full Legal APN:232305 9029 STR 232305 TAXLOT 29 POR OF SE 1/4 OF STR 23-23-5 & POR OF SW 1/4 OF 24-23-5 13EG AT SE 1/4 COR OF SD SEC 23 TH N ALG E LN THOF 974 23 FT TH N 81-35-17 W 548 04 FT TH N 00-12-43 E 364 50 FT TO SLY MGN OF ST RD #5 TR E ALG Sit MGM ON CRV TO LFT PAD=13322.10 FT CTR BEARS N 04-45-18 E ARC DIST 744 24 FT C/A 03-12-03 TH S 00-12-43 W 1389 46 FT TH N 86--43-07 W 201 FT TO POB TGW N 50 FT OF E 350 FT OF TR A 'VALLEY FAIRS II PER KCLLA S92LO194 APPROVED 12-09-92 to OU Broadband Services Agreement - GOE - Version dated 5-1-00 1 n11 RETURN Pu9at Sound Energy, Inc. Attn: ROW Department, O8C-11N 411-108TH Avenue NE Bellevue, WA =04 AITN. N Lampfng EASEMENT REFERENCE# GRANTOR MCCORMICK, ROBERT E GRANTEE, PUGET SOUND ENERGY, INC. SHORT -NASSESORS PROPEI Y TPACEL• 232305-9029 ORIGINAL For and in consideration of One Dollar ($1 00) and other valuable consideration in hand paid, ROBERT E. MCCORMICK, an unmanned person as his separate estate ('Grantor' herein), hereby conveys and warrants to + PUGEi SOUND ENERGY, INC. a Washington Corporation ("Grantee" hereein] for the purposes hereinafter set forth, .s a nooexetuar a perpetual easement over, under, along, across and through the follumng deacnbed real property `Affl` ("Property' herein) in iONG County, Washington cs 0 '^ SEE ATTACHED EXHIBIT "A" Except as may be otherwise set forth herein Grantee's rights shall be exercised upon that portion of the Property ("Easement Area" herein) described as follows [V �Q .l7 CV THE EASTERLY 5 FEET OF THE WesTERL.Y 296.5 FEeT OF THE SOUTH61LY 5 FEET OF THE NORT►tERI.Y 15 FEET OF THE ASOYE ]DESCRIBED PROPERTY. BEING A POR710R OF PARCEL G OF UNRECORDED KrNG COUNTY Loy LIRE ADJUBTMEhrr No. $92L0194. 1. Purpose. Grantee shall have the right 10 construct, operate, , enlarge, and use the easement area for one or more utility systems for rposes of transmission, on sale of gas and electricity Such systems may Include, but are not limited ilk roaU4Z�N*;sLF11 f,' a. Overhead facilities. Poles, tourers and other U) 7`t 9tRM6rie's-QtKUo0arrns, b guys and anchors', electric transmission and distribution Itn '-fir i3A aih9p�rna8, s9b and facilities for communications, transformers, street lights rr � him 9f►d biry all other facilities or appurtenances necessary or convenient to any or all of the foregoi ig, and Following the initial construcbori of all or a portion of its systems, Grantee may, from time to time, construct such additional facilities as it may require for such systems Grantee shall have the n9tt of access to the Easement Area over and across the Property to enable Grantee to exercire its rights hereunder Grantee shall compensate Grantor for any damage to tha Property caused by the exercise of such Tight of access by Grantee 2. Easement Area Clearing and Maintenance Grantee shad have the right to cut, remove and dispose: of any and all brush, fleas or other vegetation in the Easement Ar&a Grantee shall also have the right to control, on a Continuing basis and by any prudent and reasonable means, the establishment and growth of brush, trees or other vegetation m the Easement Area 3. Trees Outside Easement Area. Grantee shall have the nght to cut, tram remove and dispose of any trees located on the Property outside the Easement Area that could, in Grantee's sole judgment. Interfere imth or create a hazard to Grantee's systems Grantee shall, prior to the exercise of such Tight, Identify such trees and make a reasonable effort to give Grantor prior notice that such trees will be cut, trimmed, removed or disposed of (except that Grantee shall have no obligation to uientrfy such trees or give Grantor such prior notice when trees are cut, trimmed, removed or otherwise disposed of in response W emergency conditions) Grantor shalt be Brit ties to no compensation for trees cut, tnmrried, removed or disposed of except for the actual market value of merchantable timber (If any) cut and removed from the Property by Grantee 0111UG Gas & ErecWc Easement 11l19M 108007712 =5E092 4. Grantor's Use of Easement Area. Grantor reseivea the nght to use the Easement Area for any purposa not inconsistent with the rights herein granted, provided, however, Grantor shall not omtrud or Maintain any buildings, structures or other oblects on the Easement Area and Grantor shall do no btasbng radon 300 feet of Granleea facilbes without Grantee's pnorwniten consent S. Indemnity. Grantee agrees to indemnify Grantor from and against liability incurred by Grantor as a result of Grantee's negbgence in the exercise of the rights herein granted to Cnantes, but nothing herein shall require Grantee to indemnify Grantor tar that portion of any such liability atEnbuta6[e to the negligence of Grantor or the negligence of others fi Abandonment The rights herein granted shall conbnue until such time as Grantee ceases to use the Easement Area for a period of five (5) successive years, in which event, th is easernanmt shall tarmfnate and ail rtglrta herewu der, and any improvements remaining in the Easement Area, shall revert to or otherwise become the property of Grantor, prowded, however, that no abandonment shalt be deemed to have occurred by reason of Grantee's Failure to uubal►y install its systems on the Easement Ama within any period of terra from the date hereof 7. Successors and Assigns. Grantee shall have the right to assign, appoftn or oft ww4e ir"eir any or all of its rights, benefits, privileges and interests ansing in and under this essement. Wdttout brratuig the generality of the foregoin , e s of the parties shall inure to the benefit of and be buxUN upon theirrespechve succesrio a.. airs DATED this 1?4'CL day of f��•,,,lx� 2002 ea� + GRANTOR ev BYleIV E aORMICK2�1- . ea .m STATE OF WASHINGTON ) 7OL - ) Ss COUNTY O ) On this ,y�� day of_� Af,, & o-ci _ 2002, before me, a Notary Public m and for the State of Washington, duly commissioned and sworn, personally appeared ROBERT E. MCCORMICK, to me Mown to be the indwrdual(o) who executed the wAhin and foregoing instrument, and acknowledged that he signed th a same as his free and voluntary act and deed for the uses and purposes therein monhoned GfVEN under my hand and official seal this he to affixed the day ar m this Cerb f§2 above written lit >llft�t GUrt1A 06 AM14 (Print or 4%MP name �of Notary) Wb Atppp# &W* bow OCt VA am NOTARY PUBL C in and for the State of Washington, residing al X�Azft w_ -rl4- My appointment expmaa 4 NaWn>Mr, nine era NnotaYMe rtnW mt herdpnl'Awpia ' EXHIBIT 'W PARCEL A The west 201 feet of the southwest quarter of the southwest quarter of Section 24, Township 23 North, Range 5 East, W M., in King County, Washington PARCEL R: Beginning at the northwest corner of the southwest quarter of the southwest quarter of Section 24, Township 23 North, Range 5 East, W M , in King County, Washington; thence east along the north line of said southwest quarter of the southwest quarter of Section 24, a distance of 201 feet, thence north to the southerly right of way line of county road, thence northwesterly along the southerly right of way line of said county road to the west line of said section 24, thence south along the west line thereof to the point of beginning Commencing at a point on the east boundary line of Section 23, Township 23 North, Range 5 East, W_M , in Ring County, Washington, which point is north 0°12'43" east 1358.72 feet from the southeast corner of said.Section 23 and south 0°12'43" west 90 13 feet from the point of intersection of the above described east boundary line Of said Section 23 and the center line of the tract and right of way of the Columbia and Puget Sound Railway, thence from this TRUE POINT OF BEGINNING south 0'12'43" west 420 63 feet, thence north 81°35'17" west 295.04 feet, thence north 0"12'43" east 400 feet, more or less, to a line concentric with and 90 feet (radial measurement) southerly of the center line of the Columbia anal Puget Sound Railway, thence easterly along said concentric line 295 feet, more or leas, to the point of beginning, EXCEPT any portion thereof which lies northerly of the southerly margin of Southeast Renton -Maple Valley Highway (P.S H Po 2) as established by deed recorded under Recording Number 1545508. PARCEL 0 A portion of a portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 East, W M , in King County, Washington, described an follows Commencing on the easterly lane of said subdivision at a point north 0'12'43" east 1398.72 feet from the southeast corner of said Section and south 0'12'43" west 90.13 feet from the intersection of said easterly line with center of tract and right of way of Columbia and Puget Sound Railway; thence south 0*12143" west 420.63 feet; thence north 81°35'1'7" west 295.00 feet to the TRUE POINT OF BEGINNING; thence north 0'12'43" east 265_U0 feet; thence north 81°35117" west 20_(}0 feet, thence south 0°12'43" west 265 feet; thence south 81035'17" east 20 00 feet to the TRUE POINT OF BEGINNING_ r- EXHIBIT "A" (continued) PARCEL B That portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 East, W.M., in King County, Washington, described as tollows Commencing on the easterly line of said subdivision at a point north O'lz'43" east, 1,398 72 feet from the southeast corner of said section and south 0'12'43" west, 90 13 feet from the intersection of said easterly line with the centerline of tract and right-of-way of Columbia and Puget Sound Railway, thence south 0"12'43" west, 420 63 feet; thence north B1'35117" west, 195 04 feet to the TRUE POINT OF BBGIMING; thence north 81"35'17" west, 353 00 feet; thence north O'l2'43" east, 384.52 feet, thence easterly on a 0'281curve to the left through an angle of 2°32'28", an arc distance of 350 00 feet; thence southerly to the TRUE POINT OF BEGINNING; EXCEPT the east 100 feet thereof, AND EXCEPT that portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 East, W.M , in King County, Washington, described as follows: N , Commencing on the easterly line of said subdivision at a point north 0'12'43" east, 1,398 72 feet from the southeast corner of said �N section and south 0012,43" west, 90.13 feet from the intersection of said easterly line with the center tract and right-of-way of Columbia Sc Puget Sound Railway; thence south 0'12143" west, 420.63 feet; thence north 81'35'17" west, 295 04 feet to the TRUE POINT OF sF FINNING, thence north 0012'43" east, 265.00 feet, thence north 81°35'17" west, 20.00 feet; thence south D'12'43" west, 265.00 feet, thence south 81'35'17" east, 20.00 feet to the TRUE POINT of BEGINNING, AND EXCEPT portion lying within Primary state Highway No 5 PARCEL F The north So feet of the eant 350 feet of Tract A of the plat of Valley Faire II, according to the plat thereof recorded in Volume 131 of Plats, pages 39 through 43, inclusive, in King County, Washington, as measured along the north line of said Tract A- a5/07;22 eP46S E RECD F 35. 00 CNSH5L +**39.00 ss n>;CLARATlax Ati'➢ COVENANTS, CONDITIONS, RESTRICTI01iS, AND RESERVATIONS ' FOR VALLEY FAIRS II mVr :c 5 c+ s� anae c� concenca CO Page a4 ARTICLE 1 DEFINITIONS I Section 1.1 Words Defined 1 Section 1.2 Form of words 3 Section 1.3 Inflationary Increase in Dollar G5 Limits 3 OD ARTICLE 2• SUBMISSIONS OF THE PROPERTY TO THE ACT 3 ARTICLE 3. APPLICATION OF LAW 4 ARTICLE 4i ARCHITECTURAL CONTROL COMMITTEE 4 "acton 4.1 Initial Committee 4 ' Section 4,2 Termination or Reduction of Committee's Powers and Duties 6 ARTICLE 5. CONSTRUCTION ON LOTS AND USE OF LOTS 6 Section 5,1 Submission of Plans 6 Section 5.2 Construction 5 Section 5.3 Use Restrictions 5 Section 5.4 -Injunctive Action B Section 5.5 Invalidity e ARTICLE 6. OWNERSHIP AND USE OP COMMON AREAS AND FACILITIES a Section 6,1 Ownership Of Common Areas B Section 6.2 Effect on Insurance E Section 6.3 Alteration of Common Area 9 Section 6.4 Signs 9 ARTICLE 7. HOMEOWNERS' ASSOCIATION 9 _ Section 7.1 Form of Associatlon 9 S*Cti*n 7.2 Qualification for Membership 9 Section 7.3 Transfer of Membership 9 Section 7.4 Number of Votes 9 Section 7.5 Votinq Raptasantative 9 Section 7.6 aoint Owner Disputes 10 Section 7.7 Pledged Votes 10 Section 7.S Annual and Special Meetings 10 Section 7.9 Audits 10 Section 7.10 Books and Records 11 Section 7.11 Artialea and Bylaws 11 ARTICLE S. NOTICES FOR ALL PURPOSES L' Section 6.1 Porn and Delivery of Notice 11 Section 6.2 Notices to Mortgagees 12 , ARTICLE 9. ADMINISTRATION OF PROPERTYi RIGHTS RETAINED BY DECLARANT 11 Section 9.1 Transition Data 12 Section 9.1 Declarant's Powers until Tranaition Data 12 Section 9.3 Transfer of Administration 13 ARTICLE 10. AUTHORITY Of THE BOARD 13 Section 10.1 Adoption of Rules and Regulations 13 SeCtion 10.2 Enforcement of Declaration, Etc. 13 2p� ig1� `. rFLED 8Y C'r1 cc .04 433 uuu 0 ARTIeLs 1. orFINITIONs - section 1.1 -W rds br a for the purposes of - this Declaration and 'any amen ne�ntlihereto, the following terms shall have the following m*aninost 1.1.1 •articles" ■hall mean the articles of - incorporation of the Association defined below. - 1..1.2 'h■sociation' shall mean the VALLEY FAIRE II -ASSOCIATION OF LOT 0UXZF.S dem.ribed.in Article 7. 1.1.] 'Board' .hail given the board of directors of the.Association, Association. 1.1.1 'Bylaws' --hall swan the bylaws of the 1.1.5 "Construction' and 'Constructed' shall mean any constrvatlon, reconstruction, erection or alterationofan Improvament, exoepv wholly interior alterations to a then existing building. 1,1.6 'Committes' shall mean the Archi- tectural Control Committee described in Article 1. 1.1.7 'cowman Areas' --•hall mean the 'tracts, 1.1.8 'Common Areas Facilities' shall mean common open space areas, the retention of treas within the nor"ening easehants and the protection of nature growth within the setbacks from water courses as such term is expanded pursuant to Section 6,3. 1.1.9 'Declarant' shall mean VALLEY PAIRE D&VELOPMT5 PARTNBASHIP-,.a-Washington corporation, and-ita successors and assigns. ' 1,1.10 'Declaration' shall mean this Declaration of Covenants, Conditions, Restrictions, and Reservations for Sumzorhill. an it may from time to time be amended. 1.1.11 'First Mortgage' and 'First Mort- gagee" shall mean, respectively, Lai a recorded Mortgage on a Lot that has 1*001 priority aver all other Mortgages thereon, and Lb) the holder of a first mortgage.- For purposes of determining the percentage of First Moitoageea approving a Proposed decision or course of action in cases where a Mortgagee holds first Mortgages on more than one lot, such Mortgages shall be deemed a separate Mortgage for each such First Mortgage so held. M 1.1.12 'Institutional Holder" of a mortgage shall roan a- mortgage. which is a bank or savings and loan association or establiahed mortgage company, or other entity chartered under federal or state laws, any corpora - pp tion or insurance company, or any federal or state agency. c0 1.1.17 "Improvement' shall mean any build- Ing, outbuilding, garage, carport, well, fence, sign, and any other structure of any kind, and any iandacapLnq, placed ar to be placed an or about a Lot, including site work related thereto. 1.1.14 'Lot' shall mean a lot in the Plat of the Property. 1.1.1$ 'Managing Agent" shall mean the person designated by Daclarant under Section 9.2 or by the Boardundvr Section 10.6. 1.1 16 'Mortgage' aha11 mean a recorded mortgage or dead of trust that creates a lien ag.Lnet a Lot and, except as otherwise herein set forth, shell also mean a real estate contract for the sale of a Lot. I.1.17 'Mortgage*' shall moan the bene- ficial owner, -or the designee of the beneficial owner, of an encumbrance on a Lot arvated by a mortgage or deed of trust and shall also mean the vender, or the design** of ■ vendor, of a real estate contract for the sale of a Lot. 1.1.10 "owner" shall mean the record owner of fee title to a Lot or the record vendee under a real estate contract relating to a Lot, In the Property, and anyone occupying or using a Lot by, through or under Such holder or vend**, and shall also include the Declarant so long as Declarant has ownership interest in one or more Lots. 1.1.19 "Participating Builder' shall mean a person who acquires one or more Lots for the purpose of improving the same for resale to a future Ownar(s). 1.1.20 'Person' shall mean an individual, corporation, partnership, association, trustee, or other legal entity. 1.1.21 "Property" shell mean the VALLEY FAIRS II. an addition to King Countyy accordin to the Plat ("Flat") recorded as Instrument Nyzor, 2 i i9-is I; nL ED 8Y Cii 2 In Volume l _ of Plats, paQaa 34_ through - 43 records of K nip ov nty, Masht ngton. 1.1.22 •Tracts' shall mean the portion: of the Property outside the Zots and shown an the Plata as •Tract•A", and-"Tract-B". except roadway dedicated to King County. section 9.1. - 1.1.23 'Transition Date' is.defined in Section 1.2. Forma f w ds. The singular form of words aha12 include e e p era an the plural ah►lI include the singular, Masculine, feminiris. and:neµter pronouns shall be used lntergh■ngeably. Section'1.3 In l�ati_r+a_ry Snereaae in }lar LLiimi ems. The dollar amounts spat iad }n Articles WWin❑ it may, in the discretlon of the Board, be increased propor- tionately by the increase in the Seattle -Everett area Howslhg Sub -Index of the Consumer Price Index for all Urban Consumers (the "CP1') prepared by the United States Depart- ment of Labor from the base period to adjust for any inflation in the value of the dollar. 'Base period' shall be the CPT Ear Pebruary 1905. ARTICLE 2. SUBMISSION OF THE. PROPERTY TQ TRrS DECLARATION Declarant, being the sole o+mer of the Property, makes this Declaration for the purpose of submitting the Prop*rty to this Declaration. Declarant hereby declares that (I) the Property *hall be hold, used, encumbered, tranaferr*d, sold, canvsyed, leased and occupied subject to of all the term., covenants, conditions and restrictions of this Declaration for a period of thirty (30). years from the date thin Declaration is recorded subject Ao.Article 19. heceSn, (I!) this Declaration shall run with the and bind each Lot within the Property as the servient tenement for the benefit of each and all of the other Iota in the Prop - arty as the dominant tenement, and (iii) this Declaration shall- be a burden and benefit to Dsclarant, its successors, and assigns, and all persons who own or acquire an interest in the Property or any part thereof, and their grantees, successor*, heirs. executors, admLmlatrators, and asslyQns. Not the the foregoing, however, the tarn of th a Declaration shall automatically extend for successive periods of ten (10) years unless an instrument terminstino this Declaration, executed and acknowledged by a majority Of the than record Owners of the Lots In the Property, in recorded. 3 1 FILED BY CTI ARTICLE 3.. APPLICATTON OF LAW Notw£th'stendina anything herein set forth, anyy Improvement and the Construction of any Improvemene sha11 comply with the more restrictive. of either (i) the terms and canditions.of this Declaration, or (11) the lava, sodas, ordinances and regulationa of any governmental entity havink Jur sdictton, y ARTICLE 4. jx=TzcnmAL coNTRoL coMm(ITTEE go Section 4.1 Initial Co®it a. The initial Cammi'tteo shall be compose o i a rick O'Hoyla. (2) Rob Thefssen,.CD Kolin Taylor. Sub *ct to any specific requirements hereof, the Committee s 11 have authority to establish its operating rule# and procedures. A majority of the Committee may designate one of its members as a representative to act for it. in the event of death ar resignation of any member or membera of the Committee, the remaining member er members shall have full authority to appoint a auccaseor member or acobera. Members of the Committee shall not be entitled to any compensation far services performed pursuant to this Daclaration, Upon the Transition Date, and without further action by any pars — or persona, (i) the term of the initial Committee members or their succassora ■hall end, and (ii) file initial Com- mittee members and their -then successors shall be released from any and all liability whatsoever for claims arising out of or .in connection with this Declaration, excepting only claims arising prior to the Transition Data. Section 4.2 .ittee'a PowTerminatn ortReduto iota, rSf era and Duttes �1ion Date. of a majority of the Lots in the Property (and for this purpose each Lot shall have one (1) vote, shall have the power, through a written instrument duly recorded in the office of the County Recorder. to restrict or eliminate, a■ to the Board, all or any of the powers and duties of the initial Committee as sat forth in this Daclaration, ARTICLE 5.. C_0NSTR1JCTIDN AN LOTS AND USE OF LOTS. Section 5,1 Submission of Plana. Before com- mencing Construction of say mproveman on any Lot, the Owner shall sumbit to the Coomittee two (2) Complete gets . of detailed building construction and a site plan showing the location of all proposed Improvements. (The plans, and rite plans are individually and collectively referred co herein as "Flans"), The Committee'* approval or dis- approval of Plans @hall be in writing and appravel shall be evidenced by written endoreamene an such Plana, one Copy of 4 51 TILED 8Y CTa _ d _ 1 C..i G as ..aHJT • 69n —Vw w.aa ..N..�..Mu~@ IY PCUU pH RJ wYa+ +T+�• l4ARTC O C > 04]R .°i ftlrR4r+am R wlaaE Ore rtP0 yOJ� ytlRC°1V OrYuf pRW}A •l coo C V R N a: V •Y w 4fRR if AD 10014 O°ba✓aw N4 J •u@C uJb• O�C.a*CO.9iu R AUG� -� "6324tlf 9 bc•• �U ��+ Ny OV J%C%q .Hi•IMOU w M M M G. C p6 I A a+-.. 4 f . O p w JC N N A H C • tl A +a H E J u • 4 C R fi T U• • 7 C T w ] 1 C +pp+ = f 0 4 M .r f ar O r• JC V f R C -y b�C•u�rUtlb V 4 tl u 44 w y A a+ R N�Ear .4a .JiffMC• yPVH 4O.a] Vr@ •D U uc- Rr0O9° N u�a O fbJc �tlOR•u y!• N •.+.i .a PW •- yi6S+atl ] G R U p u m u •..CPwU M C p T• i, 7 044 U 0 O 0 X D Oaa r.� Wf Ifa Q4LYG •]Iy 4 O-+ w• @ 4 Ef WtiLR OIMe O vHdy : 4 C ] C OCQp• P T � Y• w] +t U O N• •w0 RRy 40Ltlp p� V C Y S )a A� .f+a u u w 4 9 M 4u• c FAR ?. ww-.•� CMG N u yy � • 4,'F ww 4uC7 V tlC ee�tlOC •re 9C++m 91•eiy 0vF•f f.f wVRC6°r ,0�4C a�[u • 4N0 E. 6-+uOM f f+--p aw8 ieC�tl l'u3e• Up -ppHO 4[i }� &X• p 00 9 C9u 40/OYu� f y4 .y OH 0,3140 °..7tl OJ..a•V.0 ••a0 Do-g -IaORQy ipp ..• p0l C++] _ •v4e VL Rfi7h OJlp 6u4wA pAH C.iYlu 6 C.a0ptlutl0 yV+a • w6 ►-... .-1 • 4+• N. Cu • L+.+.a OC+C R Y4.P Al IS AlINCtl PGUL Yp BOu O• • v• A! C M .• A,� G u Sabo* 40 tl b C.M. - pO A `4 • N • C N X b G •a.a C w NOSU O N4N70 Mel N •la L 6:ay l+Y• C Of. f p G +-a OI PJ p L 7,.1 • Cr-I.wbp_ b �H Oo•W LJ• Ob•U u! oo .Ob Yu00f •yi tr8 8 G Za —,-zo 0U.� -cd ao. � C4pC fC MI� C} GHMU C • C YIa Jid0 6lN� -V ]yN 9 MPKV *EL ii LU ►►►'......1 Ou •HM' Q •C - • •e riOQi ti .�.M fMO b C ir.�Ew OtNbu 4 .0�64 yJ •Oa - ya ricac0u ft;w nor FO+oo+ V N )pN■CYu6 w-c 0'a■ "a •e tl Nuw WAP M+vOf N ♦+•c4 N•H 7 NpHM tl.i Nf—rIg, O4 7, m •L@ 1 gw p Y -+ Ail .w tlC O.y m f 1a O--aVff •• r 0 S1 T N T d mpL wl. • la CJ° Q 4Z • n R Q4 - u w- N•'U wY u✓ w0L• 0 R 0 C '• •gg• w .0. utltl V w a N f pubf•ViOtllGY� - o a+9Y g4Y4Y W. Vff O-a y �. W - C•Guy4�fuu.Cc M° yO .a2 S I, `�'O p0.C°i YCM9.0 • 4u F E R cc C w tl r ?a b Y N C / CH H A e 9. 0 m �: 1 tl N) Y 10 �'.30i +a 1 9 i tl W O 4 • T R u u C 4 1 O Y Y 4 0 Y ff C.•ur,e CF �.1 µMf1 J✓ HA�f] r•uN R�,4 N•MC}•waN+a K OM �b•+au tl tlX •tl NlY CR ]w66 Lb HtlVb rc Obi• NYa¢ 0l all • l-a✓J A °�%'M yH C4G )Cs w070 YL.a'H'aNi +J OJtl N 0Ckp 0 .0m c �aD�uaOi J ` J .J f 5.3.10 No animal, livestock or poultry of anY kind shall be raised, brad Or kept on, any Lot or itl any lmyy hald ravamint thereon except that dogs,' cats or other.house- pate may be kept, provided that they are not kept, . ab bred, or maintained for any OOMMOM£al purpass, op 3.3.11 No Lot shall be used or mainta£aad v as a dumping ground for solid waste; no shall keep ¢ solid waste on any Lot 4gnme or any public right-of-way adjacent'' #L`} other theretoexceptin sanitary coanaealnaxs. All. ineinsraeora or material stulltbeok,pcaintareiSan and sanitary such ondition, . 5.3.12 No Lot shall be subdivided, but Lota War be joined. joined LOta may subeaquantly be subdivided only into the Lots originally joined. disabled Vehlclea or 'otherssimilarersvehiclesrshallsbe larked or shall obedan shLot In A visible either fr=stheostreateor from adjacent Lots. The street shall not be used for overnight parking of any vehicle other than private family automobiles, 5.3.14 No fences shall be constructed within tha ggscreening easements. ponces constructedof outside ' exceed six n(6)afeeetnin hts eightll baxe* pt betweae Of wood a the hsnd ouse lira' end bay atreat line no fence shall exceed four {4) fee[ is height sad shall ba maintained in good repair. 5.3,15 No vegetation shall be removed from shallcbeereemmovedsffrraommtthe setbackaareastas listedrin plant Section 5.3.2 of this Declaration, except for the minimum clearing necessary for the ways, trails and utilities. iastallation of required drive - shall be Constructed OnlykbylA duly licensed building contractor or as approved by the Architecture, Control Committee. Owners shall.be permitted to complete interlar. finishing of any Improvement. 5.3.17 All driveway$ shall be Constructed of brushed concrete, ex Osed aggre eta concrete or asphalt surfacing on and shall yybe main to nod in good repair. installed within thirtyt(30}ddnyyaadofaoceuponcylo#eany house or within thirty (30) days of closing if non -owner' ) occupied, weather permitting. If Landscaping is delayed by weather, it shall be completed within thirty (30) days of such time as weather would allow, 5.3,19 Curtains, blinds or window shades shall,ba installed on all windows facing or visible from public roadways. No newspapers, bedsbeats or other makeshift window coverings will be visible from roadways on the Property. section 5..4 In uneclva AStien. £wry owner shall be entitled to reatra=r ay LUJUnetion of the vio- lation. or &%tampted or threatened violation of any tart or provision.of Shia Declaration, or to a decree specifically enforcing any term or provision of this Declaration. In Ny action for damagas or to enforce any provision of thin Declaration the losing party shall paq the prevailing percy's attorney's face and costs including those incurred in connection with any appeal. Section 3.1 Iayslidit . The invalidity or untnforcaability of any parcu ar provision cf this Declaration shall not taffect the other provisions hereof, and tha DaOlaretion shall --be construed in all respects an if such invalid or unenforceable provision were omitted. ARTICLE 6. ➢WNERSHIP AND USE OF COP1.M➢N AREAS AND FACILITIES Section 6,1 Owner 4h oP_Common Areas. Each Lot Owner shall have an und—ldta""I Tf ni t in the role simple in and to the Common Areas and the Common Areas Facilities, No Lot_ owner shall by not or omission seek to abandon, partition, subdivide, encumber, sell or transfer the Common Areas and Common Area Facilities and no Lot Owner or other person shall have the right to have them partitioned or divided (the granting of easements for public utilities or for other public. purposes consistent with the intended us a. of the Coacnon Areas and Common Areas Facilities by the Lot Owners shall not be deemed a partition or division), Section 6.2 Effect on Insurance. Nothing shall b■ done -or kept in any Common rsa■ wFt It increase the rats of Inau=anoe on the Common Areas or other Lots or Improvements without the prior written consent of the board. Nothing shall be done- or kept in any common Areas which will rrsult in the cancellation of insurance on any part of the Common areas, or which would be in violet ion of any laws.. s _ 7577, 91a? F li.ED 8Y GilUL ? 2MED BY MI —_ S 6.3 shall be alterednor canetruetacidn or remove Arra� �Hyothing Common Areas or Common Areas th Facilities except upon e prior written consent of the board. Section 6.4 site�s_. No sign of any kind shall be dispplayed to the public vieur on or from any Common areas without the prior written comment of the Board. _ ARTICLL 7,O }{ b�'OWNERS.' ASSOC TION Lots shall8tation 7.1 of constitute the omeownera aioeiation, tion, The Owners at Association will be a nonprofit corporation formed under the laws of the State of -Washington; provided, that from and after the formation of such nonprofit corporation, the rights end duCisa of the members and of the corporacion shall continue cc be governed by the provisions of this Dealers Cion. Section 7,2 lualificarion for Membership, Each Owner of a Lot (including ec arant a a e a member of the Assaciation and shall be antitled to one membership for each Lot owned, provided, that if a Lot hie been ■old on Contract, the contract purchaser shall exardiae tha rights of the Lot (Amer for Apurpoess of the Aseoeiationy this Declaration, and the Wawa, except as hereinafter limited, and shall be the voting representative unless otherwise a ecified. Ownerahipp of a Lot shall be the sale quali- fication for m=bership in the Association. Seetion 7.3 mare of Main The Asao- ciation membership of sae of ar ne n Ifaclssant) shell be appurtenant to tbs Lot giving risq to such mambar- ship, and shall not be assigned, transferred, pledged, hyyppOthecatad; conveyed, or alienated in. any way except upon Matransfer of title to the Lot and then only to the l, 'transferee of title to the ot. Any attempt to make a• Prohibited transfer shall be void. Any transfer of title to a Lot shall operate automatically to transfer the membership in the Association to the new Ownsr. Section 7.4 Humber�of Vo ea. The total voting- pawar of all Cmnera.ahah bad' wand the total number Of vote$ available to the Owner of any one hot shall be one (l), If a Person (including Declarant) own& more tiiln one Lot, he or she shall have the votes appertaining to each Lot owned, „ Section 7.5 Votln Re ra ante ive. A Lot (Amer may, by written notice to a oar ea gnats: a voting representative for the Lot. The designated voting repre- aentative need not be an owner• The designation may be revoked at any time by written notice to the Board ream a Person having an Ownership interest In a Lot, or by actual notice to the Board of the death or judicially declared incompetence of any Person with an ewnerahip interest in the Lot, except in cases in which the Person designated is a Mortgagee of the Lot. This power of designation and revocation may be exercised by the guardian of a Lot Owner, and the administratoror executor of an Owner's aatete. If W no designation has. been made, or if a designation "a been revoked and no now designation has been made, the voting representative of each Lot shall be the orouP composed of all of !ta owners. If . Lot is awned by husband and rife and only one of them id at a meeting, the one who is present will represent the marital community. Section 7.6 daint owner 4fa uGea, The vote ;ar a tat must be teat as a a ng a vote, an ractional votes shall not be allowed. If joint ownera are unable to agree among themselves how their vctea ahall be cast, they shall love their right to vote an the matter in question. section 7.7 Pled d Votes. A Lot Owner may, but shall not be obligated to, p s ge s vote on all issue* or on certain specif'ic.lasues to a Mortgagee) provided, how - war, that if an Owner is in default under a Mortgage on hit tat -for 90 Consecutive days or more, Such Owner's Mortgagee ahalI automatically be authorized to declare at any t1we'theraaftar that such Lot.Owner has pledged his vote on all isausa,to the Mortgages during the continuance of the default. It the board.haa been notified ofanysuch pled(• to a slortgsgqee, only the vote of the Mortgagee will f'. recognised . she teaues chat are subject to the pledge, Section 7.6 Annual and-s ;a Meetin s. There shall be an annual swat no a t +mom ors o t a Associ- ation in th• first quarter of each fiscal year at such reaaonable place and time ma -may be designated by written nOtito from the board delivered to the Owners no less than 30 days before the meeting'.' Special meetings of the -membara of the As:ac: Lion may be called at any time, In th• manner prow idd in the Bylaw., for the purpose of considering matters which require the approval of all or some of the owners, or for any other reasonable purpose. Any First Mortgage• of a Lot may attend or designate a representative to attend the meetings of the Association. Section 7.5 Audits. At the annual meeting, there shall be presente�`audit, prepared within 90 days following the end of the preceding fiscal year by acerti- fied or licensed public accountant who Is not a member of 2 19F111.mm BY CT'1 10 m� s V O N O C c Y A OG OC C q �+ a✓ ! W 9 C C v n pQ O! ]. p+•L ✓m mL n OR ✓ c C Uh I Nov PC wry 04 P4 4 ✓4U✓O Ca W -•C 09h•+ �-C✓ECC�+ wVeLv4 9u c919 4S JrCu trPOD �u Y u9 P~ '••L U n9 90--•++ m]+++�m Ovoc ••m✓✓ p ••trO ruu.]Lw• .. w ■du u gO Yam- f9+•u4 F9t ✓w G(u rr tl =; Je y O K peY F T9u O�1V ✓ 9 0. V tP'6'-' tl 4 '•P e•Ou9m F co r�g4Ucw rF lu✓ �+R++ +•LEQa V am U TII+•l�+m •XC AY '•V 99✓Ku9' ++le.+V F Lq••G •m0 ■+�+09 (qc4 gti.Vi;�'+L+~T d VO•+q T.aLC �uu4cV+•� -1.a 9cu F �.0 Tti q Y9 • trw NC 4+•u o /9 ✓Uu 4 r - DSLLYu- a 1.n try • Y6 er 0•-•;�uH✓4 8 sit'' 04 � ✓ Y4 C4F'4a Yong m tr OUV m re8clHu0 F• i+b yy uM EO ✓OC dµ� •h c] C Ogq e� tr;86C c P'Ia Fmrts.6 u V Cu a c p O q c✓ oyHLa nc F q yA TA-+ b -+V— 0 0 s �L 09�' F o 4 ! tl C o f 3 9� v 6v w O C d O q L 9 t L 4 II O a a.. v; 4 J O e O V 1� • U g 0 9 L✓ o m V .y C u p r u 8 A 0; y c ++FO +i 4a1 4L9✓L .- UO= u S Ht P].! OaHO ✓L ap�+V �^pD9 1+ latr`+9 Vywum Vo],a; cA.0 S 9 P pC++ •+p6r ✓ Ot ••+ TRTH� F ✓r.Aµ u.av Vpp C; VAd •+ u O V CeCY •+ Z � 6 L ]. C •+ � �'• c a] d q Y a F✓ ..1 l H M b V c q+� 4 Y Y 6'•• C r E tl 4 O 4 •+ •Ln-i 4x O pq e c kW } O p 4 a+•f • w 00?.n] oo A iu p) +O ~YG Vvm O c Oa. ;+Qi �p'p p ✓t 9Y.a .IIi •�. H.• � V 4•auA /.0 .]�+•! O• •V -+ r0�4 G4 O �a4bgtr Ff H✓t■•i -p✓Cp +/YV O L49U9 m a /Y•rry T++ J 0. -.M ✓9 F F mD C.y traCU ✓!•M PO Q.-4C4nV +�Oa 9a;✓4 tlmam XW-•�qa•+ L Oh tr a V p ■U++ 4. +• 4b! m's OM Y4 414 L ! P• 6 ✓0 O Ug RPtl Vrp �+•;u O ✓;G■) N•N HOu P • `tr Y•+t Ou4 G IsH NZ ✓G>,r•;;M .i Cr•L aCOL CL+•.rq y tr C u ~ q V 4 a D 4✓ V c 2 D tl ; C L q !•+ w pup U p✓ u p y; .a ; c L O la US O✓am Vw r011 i • -•pL }•m zv CfSO/u]u m9 F o L40u rNtrr uj 3u-y„•++ s a s> ■ g p l u p r F * 0 C 0 J•✓ J a O+a ; 6 b! lot r c 9. ! C .••+• L y a! P.• Y R c ✓! 4 r L 6 4! A✓ t H e— — V '1 • U pr NY+at O; Y HE}u aK'F r 9.w .•a•! ^ O A 4.Up✓! • N c V ! p;pV a lag^>pp Pua pOuMO 4 F,Z pY✓ rCM D-3 114—A4l.a 99CD9cc•+ mj pYeQ 49t ml C• rw;•-•✓O�upl40vJV cmC P4L 0•%�4/V 6P 4 4✓Vy U6c✓ M tr.-1 +•.9 •w Atr •YYawF; Fu...a>I d O l,O940S C O ciLV4+•a0. VH C �✓(4lx� w C u ,y p ,y D X ! a •+w i•i O •+ U 6 N D o H p t o! 7 d ; 4; Y 9 D pp■ -�r c ONY ;{C�u 9✓ i V -i 4 ■ V b ✓C aiV V V+• 3.a u C 9Y0 f C40 ✓L-�Y P.0 ✓+•.J9C•-i nW f•.•!♦.a �-+•-• 9 aV 6U ✓ O'JYOp9 uA ar,. Sr fCu 4 µOJ KL] VD K�UaII✓✓-� C[1 rr Y CM✓ QC• G > !u •hur•Gw •• .. q b 9 ++ ! 9••i • C� 9 G !•y a C s4 ++ABuw lqa;;w ry 06o�..uM N�;� 94V Y�Cy.+40� I9w OV py C - Vr b U B+t+M9Yp HMI'. O-V m a 10�4/ 0 tog 4✓OL.a N+Yi✓dp Hs.p>p C • q p✓DLM r• auD !!]ef.� J ♦ - rS lti cVVa O✓�AlIiL '�) ■Sb-+ �•e4we OuL-+VPC4Ceti4 LT a COC;•!✓;Fs+aC!✓uV p 40 Y✓ r• r ♦ Jquw • O rl G) •44wL+•H 9Y3M / / ge tlTl9 UO - J tr .� � � ! •/ L .a O ■ w 4 - V • 0 6 1• ✓ ; ; C ! ? -� D r .� V p � V ; t • +• e 4•+ V n�f+• ++ MO 6 gg •!✓MCC p•-•■✓ C-•.+.i bjjj...��� +� 'U-rU OAda O•�v 9Ol�UCVu F ug� V!l;+�V]4✓f✓+++ uLru�l V.a9 •IILtt MS OC'1b3 C 4 d. 6 94 ! V;✓ p9pp]aCJ a IMJ �'4L y0+� 49M✓u OYU YaI�u..yp ;p ( nV x.. )�O✓✓;�Ldi•7M 7m pI q 9p�1pYV 9B�pLZ,Gh56 ki 14 with an experienced professional managing agent and dele- gate to the Managing Agent all of the powarm and duties of the Board that the Board is ,authorised to delegate under, K section 10.4. Al auch management contracts made by Declarant shall be subject to the same requirements as are set forth in Section 10.4 for management contracts made by the Board. Declarant rpay at much times ms it daanr.appro- priate select and from time to ties rep Los an interim board of three to five directors, who need not be Lot Owners or purchasers, who shall have all the powers, duties, and functions of the Board of Directors. Any contract made by Declarant, its Managing Agent. or the. interim board (including management contracts) that would atherwise extend beyond the Transition Data shall be terminable by the Board after the Transition Date upon 30 days' notice. Section 9.3 Transfer of Administration. On the Transition bate the aut ority and respons b ty to admin- ister and manage the Association and the Common Areas And Conmen Areas Faci IItiaa, aubje Ct ka Chia Oe claration and the Byl awe, shall pass tD the Association. The Association shall be governed by a Board of not fewer than three nor more than seven directors elected from among the Lot owner A. The in, Board (that is, the first Board a lected by the Owners) will have five directors. Declarant, its Ravaging Agent, or the interim board of directors will call a meetin4 of the Association to be held before the Transition Date for the purpose of electing the initial Board. ARTICLE 10. AUTHORITY OF THE BOARD Section 10.1 d do of Ro sa and Re ulatio s. The Board is empowered to adopt, amen an n vo • on behalf of the Assaciation detailed administrative rules and regulations nson eery or convenient from time to time to Insure, compliance with the general guidelines of this Declaration and to promote the comfortable use and enjoy- ment of the Common Areas and Common Areas Facilities, TRa rules and regulations of the Association shall be binding upon all Lot Owners and oceupanta and all other Parsons - claiming any Laterest in a Lot. Section 20.2 En(oraemant of 0 c oration,. Etc. The Board !oc Declarant, oc�E'een�s managing agent, or 'he interim board of directors until theTransitionData) - shall have the power and the duty to •nfcres the provisions.- o! this Declaration, the Articles, the BYlawa, and the - r„].e an,i r.n„leflnaa of she AsaaCiB timn far iha benefit Of $action 10.3 Good$_ and services. The Board shall acquire and pay for as common expanses of the Lot Owners.all goods and asrvices rseaonsbly necessary or r convenient for,the efficient and orderly funetic nin9 oP the Common Areas and Common Areea Facilities. The goods and services shall include. ;by way of illustration and not limitation) utility mervioss for the Common Areas and Gammon Aeeas ►aailttiesv pa11ele■ of insurance and fidelity bond*i Segal and accounting aervicesi maintenance, repair, resurfacing, landscaping, gardening, and general upkeep of u the Common Areas and Facilities; and all supplies, mate-rials, fixturea, and equipment that are in the Board's judgment necessary or desirable for the operation or maintenance of the. common *rasa. She Board may hire such full-time or part-time employees as it considers necessary. Section 10,1 Maneginq Agent. The Board may, but shall not be required to, contract with an experienced professional managing agent to assist the Board in the management ■nd operation cf the Common Areas and Common A rase Fac h it lee end may del-9 a auch OP 1ta power, and duties to the Managing Agent as it deems to be appropriate, except as limited herein. Orly the Board can approve an annual budget or a supplemental budget, and only the Board eAn impoae a spacial aL99e51tent on A Lot or authorize { foreclosure of an assessment lien, Any contract with a Managing Agent shall hey& a term no longer than one year (but may be -renewable by agreement of the parties for successive one-year parioda) and shall be terminable by the Board without payment of a termination fee, eithsr for I cause an 30 days' written notice or without cause on not more than 90 days' written notice. Section 10.5 Frotedtion of Property. The Board may spend such funds and tam aucK ac t�3 on as 1. may from time to time deem necessary to preserve the Common Areas and Common Areea Facilities, settle claims, or Otherwise act in what it considers to be the best interests of the Lot Owners or the Association, provided that the Board shall have as authority to acquire and pay for cut of the maintenance fund, capital additions and improvements (other than for purposes of resurfacing, r■mtoring, repairing or replacing portion* of the Common Areas Facilities) having a total cost in excess of Five Thousand Dollars (S51000), without first obtaining the affirmative vote of the Owners holding a majority of the voting paver present or repre- sented at a meting called for auch purpose, or if no such msetin.g is hold, than the written consent of voting Owners having a majority of the voting power. Section 10.6 Bprr2 Va Power of Board. In the discharge of its duties and the exere se of its powers as la F'IL ED BY CT i� I♦J sat forth in this Declaration, but subject to the limi- tations Not forth therein the Board may borrow funds on bshelf of the Association and to secure the repaymant, thereof, encumber, subject to the limitations sat forth in this FscilitlearandoAssocithe ation'rsAreas funds nandoth*nAreas undivided interest Of each Lot Owner therein. Provided, that the owner of each Lot may remove uid Lot and the percentage of andtvided Interest in the Common Areas appurtenant to such Let from the lien of such encumbrance Or from any other lien by payment of the 1/aSth amount the attributable U to such Lot. subsequent to any such payment,-di=charge, or interopctinnthethe CO monand Areasthe ena_CommoneArgon pecllitYp the IienanSothereto paldr satisfied, or discer A discharged. and suchclear artial Payment., satisfaction, Or discharge shall not prevent the lianor from proceeding to enforce his rights against any Common Areas and Facilitiaa appurtenant thereto not so paid, aatisfied, or discharged.. The Board shall not, however, in any case borrow funds in excess of $40,000 except upon a majority vote of. the Lot owners in the mannsr specified in section 10.5. Nothing in this Section is intended to otherwise limit the pcvsrs of the Board otherwise eat fort:, In the Declaration. Section 10,7 .Other Board Powers, The Board may, from common funds of the ssoc at on, acquire and hold in'kha name of the Association, far the benefit of the D.o! owners, tangible and intangible personal property and real Property and tntereats thereinr and may dispose of the same by sale or otherwise, and the beneficial interest in such tionPropeasytheir shall respect IVabe owned bythe inEereasars In in the the. Comrnonsame Areas�rand such Property shall thereafter be held, sold, leased, rented, mortgaged or otherwise dealt with for the benefit Of the common fund of the Aaeeciati direct. She Board shall nolan'as the Beard may , however, in any case Acquire by lease or purchase real or personal propertg Ten y Valued in excess x j ors tof Thousand Dollars ($10,000) except upon a. Y vote of the Lot Owners, in the mannar.apecitled in Section 10.5- Nothing in this section is intended to otherwise limit the powers of the Board otherwise at forth in the Declaration. _ section 10.8 .powr MeoffAA�tto�rney. Each Lot Owner, by the mere act of becom ng a LOt t Owner or contract pur- chaaer of a lot' shall irrevocably appoint the Asaoclaticn as his attorney-in-feek, with full power of substitution, to take such notion as with necuaary to promptly perform the rights and duties of the AasocIa tion and Board hereunder, including, without limitation, (I) the duties to 22 85, � FILED BY CTI M .J r maintain, repair and improve the Common Areas and Common .Areas Pacilitiea and to secure insurance proceeds otherwise in accordance with this Declaration, and (ii) the rights and duties act forth in Article 20. The power of attorney .so created shall be coupled with an interest and there shall be no necesaity of a further writing to accomplish or confirm the creation thereof. .ARTICLE Ia. LIITDGCi:AND ASMSMENT FOR COMMON EXPENSES Section 11.1 Pre aration of Budget. Within thirty (30) days prior to t e ag nn,ng o seen calendar year, the $oardr Shall estimate the expenditures to be mad& during such years shall make provision for creating, funding and maintaining reasonable reserves for contin- gencies and operations, as well as for repair, landscaping, maintenance of entry, replacement and acquisition of Common Areas Faciliticel and shall take into account any ex?acted income and any surplus available from the prior year a operating fund. Without limiting the generality of the Foregoing but in furtherance thereof, the 9oard shall create and maintain from regular annual asse6smante a reserve fund for replacement of those cowman areas whit}, can reasonably be expected to require replacement. :he Board shall calculate the contributions to said reserve fund so that there are sufficient funds therein to replace each Common Area Facility covered by the fund at the end of the extimated useful life thereof. The Declarant or initial Board may at any suitable time establish the first such estimate. IF the sum estimated and budgeted at any time proves inadequate for any reason (including non- . payment for any reason of any Owner's assessment), the Board may at any time levy a furtber•asaesament, which shall he assessed to the Owners in like proportions. Notwithstanding the provisions of this Section 11.1, -ntil Declarants' management authority under Article 9 termi- nates, Declarant may elect to collect neither the full budgeted assessment for each year nor any assessments for reserve funds (other than reserves for insurance premiums), and instead maycollectand expend only the actual costs of operation of the Common Areas and Common Area Facilities. Section 11.2 Periodic Aaataments. 11.2.1 $aeis for Coon Assisamenta. The aims required by theAssociation or common expenses as reflected by the annual budget and any supplemental budgets shall be paid.annually and shall be assessed to the Lots (including Lots owned by Declarant) and their respective Owners in proportion to the Let's percentages of undivided interest in the common areas and facilities. Assesooents shall begin accruing with respect to each Lot upon the closing of the initial sale of that Lot by Declarant and, 2219raa ; r(LED BY M 16 in any event, with respect to all Lots within 30 days after the closing of the first Sala 4f any Lot by Deolarant. During such time as electrical-ut111ty charges are based Lot, The eertificata shall be eanelusive upon the Board an the number Of L.ota. having Improvements, any Lots owned by. - and the Aaaoelation a to the amount of much indebtedness an the data the Declarant shall be exempt assessment for charges. of certificate In favor of all purchasersLrom Mortgsoeea Lot and Of the who rely on the certificate in 11.2.2 Notice. of Asseeement. The Board - - 9add faith. The Board may establish a reasonable fee to be shall notify each Lot 'Owner in wri n{I�q� the amount of the eharpped to reimburse it far the cost of preparing the annual assessment to be paid for his Lot and Shall furnish eertifieats. copies of each budget on which the assessments are based to all Lot owners and, if so requested, to their respactive ,Q., Section 41.9 Mare Pr2 vent dglleetiOn of mortgages. Assessments.-Notwithetand ng anyt ng set ort n this Dee era. oh, the Board may, in its discretion, elect to - - Section 11.3 Ps m n o ease me 6n collect the annual assessments otherwise provided for or. - befollre he first day of sac ea en ar year each Lot Owner herein in monthly''quarterly or semi-annual. installments, as it Lit from shapaty or cause to ba paid to the treasurer of the eau time to time, and upon such election, any reference in this Declaration to -annual" Association the assessment against hi■ Lot for that year. - Any assessments shall mean the period selected by the Board. assessment not paid by the first day of the calendar year for which it is due shall be delinquent and subject to interest charges- ARTICLE 12. LI AND COLLECTION OF ASSESSMENTS. and collection procedures as provided in Article 12. Section 12.1 Asa eamant9 Are, a Lien,L Pr,�oritY. Section 11.4 proceeds Belon to Association, All unpaltl sumo asaeased by t a Ae9oc aT for the share the All asaeaaments and other race pia race ve y Assoc ation of common expenses chargeable to any Lot and any sums specially asaeased to any Lot under the authority of this on behalf Of the Property shall belong to the Association. Declaration or the Bylaws shall constitute a lien on the Section 111.5 Limitation on Assessments. During Lot and all its appurtenances From the date the assessment became such time as Declarant coot hues to a the or g nal owner due. The lien for such unpaid assessments ahall ee subordinate to tax liana on Lot in of a Lot and le offering it for sale, no budget shall be adapted or spacial the favor of any assessing unit and/err special district, and to ell sums easessment imposed that will Cause kR1 _ total assessments against any Lot in any month to be more unpaid on all mortgages Of record, but, to the extent then lot greater than the total assessmentsagainstthe Lot permitted by applicable law, shall have priority over all other liens against the Lot. A First Mortgagee of a Lot for the same month of the preceding calendar year. This - limitation be thatobtains pgasessian through a mortgage Loreelosure or may waived in writing, by Declarant only,.tgr any deed of trust sale, or by.taking a deed in lieu of fore - one or more assessments. No person other than Declarant Shall have.the power either to assert waive Clow re or sale, or a purchaser at a foreclosure sale, or Che limitation Stated in this section. shall take the Lot free of any claims for the share of _ - common expenses or as aeaaments by the Association charge- Section 11.6 Failure to Assess. Any failurebybut able to the Lot whichbecame due before such possession, will be liable for the the Beard qi the Assoc iat qn tq ale a the bvdgat and assess- common expenses and assessments that accrue after the taking of possession. The Lot'e ments hereunder before the expiration of any year for the ensuihy year shall mat be deemed a waiver or modification past -due share of common expenses or Assessments shall became ' in any respect of the provisions of this Declaration, or a new common expenses chargeable to all of the Lot Owner,, including the mortgagee or foreclosure sale release of the Owners from the obligation to pay asaesa- ments during that purchaser and their successors and assigns, in proportion or any subsequent year,.and the annual to their respective percentages of undivided Interest in assessment amount established for the preceding year shall the Common reas. For purposes of this section, "mortgaoe' continue until a now assessment is established. does not inAclude a real estate contract and •mortgacee' Section 11.7 Certificate of Unpaid Aaseasm mta. does not include the vendor or the assignee or designee of a vendor of a real estate contract. Upon the request of any Owner or Mortgagee or at e Lot, the Board will furnish a certificate in recordable form stating - Section 12.2 Lien May Be Forerlgsed, The lien the amount, it any, if unpaid assessments charged to -the for delinquent assessments may be foreclosed by suit by the - Board, acting on behalf of the AaaoCiation, in like manner 17. 18 1�Z 2219ciri �! rD 6Y CTf �r. P Y CT' 2219c�� jq as the foreclosure of ■ Mortgage of real property. The Board, acting on behalf of the Association, ahaIl haVetM ! ;,.war to bid in the Lot at the foreclosure Gale, and to 4r acquire and held, lease, Mortgage, and convey the same. j Section 12.3 As seamen s Ar persona Obi aF1on In addition -+ to Conet tut ngen: on the Lot an a ts�appurtenancea, all sums assessed by the Asso- ciation chargsable to any Lot shall be the.joint and aeveral perschal obligations.Of the Owner when the assesa- man, is made. Suit to recover psrsornal judgment for any. - delinquent assaasmanta shall be maintainable without or waiving the liens aeeuring them. Uforeclosing Section 12.4 In eraet n De11n vent Aea aIff [ . The Board may from time to L me sa G a -t a ra e o - - interest to be charged on assessments that may thereafter become delinquent. In the absence of another established, nonusu r icua rate, delinquent assessments shall bear interest at the rate of 1 1/211 per month. Section 13.5 R$gCv of Att ms' e Fans and C-o. ts. In any action to collect a nquent assessments rb ought by the Board on behalf of the Association, the plaintiff shall be entitled to recover as a part of its Judgment a reasonable sum for attorneys' fees and all casts and expensea reasonably incurred in preparing for and prosecutIng.the-action, in addition totaxable costs permitted by law. Section 12.6 Remed ee cumulative. -'Thy rated list provided. herein are cumurat V. an tt8oard may pursue them, and any other remedies which may be, available Under law although not expressed herein, either concurrently O= in any order,, section 12.7 Socurilg Deposit. A Cot Owner who; - hasbeen delinquent in pay ng i ■ monthly assessments for - three of the five preceding months may be required by the Board, from time to time, to make and maintain a security deposit not in excess of three months' estimated monthly - aasasements, Which may be eollacted and subject to penalties for ,.no yment as are other assessments.: The. deposit shall be held in a separate fund, Credited to such owner, and may be resorted to at any time When such owner Is ten days or more delinquent in, paying the monthly or other assessments. - - 2219t 5 FILED BY CTI z ARTICLE 13, FAILURE OP BOARo TO INSIST ON STRICT FORM N E No. W�l ER �1 The failure of the Board In any instance to r insist upon the strict compliance with this Declaration or m 0 the Bylaw& or rules and regulations of the Association, or j to exercise any right Contained in such documents, or to serve any notice or to institute any action, shall not be construed as a waiver or a relinquishment for the future of any toxin, covenant, condition, or restriction. The receipt by the Board of payment of any assessment troll an Owner, with knowledge of any breach by the Owner, shall not be a waiver of Lh■ breach, No waiver by the Board of any requirement shall be effective unless expremaedin writing and signed for the Board. This Article also extends to the Declarant, Declarmnt's Managing Agent, end the Interim board of directors, eaircising the power of the Board _ before the Tranaltion Data. ARTICLE 11. LIMITATION OF LIA9ILITY Section II -I Lleniltty for ;7tillt Failure etc, Except to the extent covers by naurance a tea ned by the Board, neither the Association nor the Board fnor the Peclarent, Declarant's Managing Agent, or the interim board of directors) shall be liable forx any failure of any utility or other service to be obtained and paid for by the Boards or for Injury or damaga to person or property caused by the elements, or resulting from electricity, water, rain, dust or Band which may itor flow from outside or from any pArt& of the Common Areas, or from any of Its ' Pipes, drains. conduita, appliances, or equipment, or tram any Other place; or for inconvenience or discomfort resulting from any action taken to Comply with any law, ordinance,. or orders of a governmental authority, No diminution or abatement of common expense assessments shall - be claimed or allowed for any such utility or service failure, or for such injury or damage,. or for such incon- venience or discomfort. i j Section I` 2. No Personal Liab131t . So long as a Board.- member, or Aaaoc at on - committee mem or, or AssC- ciation Officer, or beclarant or the Managing Agent has acted in pond faith, without willful or intentional mis- conduct, upon the basis or such information as is than Possessed by such Person, then no such Parson shall be, j personally liable to any Lot Owner,or to any other Person, ' including the Association, for any damage, loss, or pre- judiCe suffered or claimed on account of any act, omiaelon . error, or negligence of much person; provided, that thin section shall mat 40P2V where the consequences of such set, iR ] L u V VOgT • ✓VI-��P O Q Ni. •Vr O?. uD C 0� qv0 Ptrtl �v U 01 V V -yam 0 c N P# O}p P -` m •+ -C w �^ Y H C y OU m O P� L L `0 C U N w0 4 q Cu tlCa• b 0} 0. c b 4? 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W t •w HY m-• DO E mu0 H r O Y 0 -Ocgr 1Y C V •.• n O yPq- H .y .AO M 4 '+-•• EN4❑ c T. 0 4•^ CNO S = C O N O •-I F w U c u .•U-O4 m e c •�'❑ 4 ar G.@ on F •p .� cP i'+ +' +' . 'Y qu. ry P +r •'+M 4 A 4 C •�• +� 3 C. Cn O Ya[ @ L}u7 v 0 u❑]�P •Ol .tl r�4 4G A❑=`. P- 1�) H rb0 U M q a A E V .•1 p■ Y Y L i M p 4••• O Q N'30 • fwwyP y pNO.y ND6e o 40. ■; M4q• '+O.O -• a L c.-. b q y n - .+ ❑ �. r .i A E s A a ^I O❑. r 00 O"4• C.R i-+Qoa uu �P 9ure +� P 4 N 4 • R „b'4E cD+aw y . P Y Gu.a >. yy y 4�mD LgLy ■bu PS pa. 0.+ ••Y X C S yV.V Q.4• ++`M+L OY t. M1El 4 "4•L '� .. Q k. y■a 9 17.2.5 The Board's recommendation an to how and whether the damage should be repaired, which recommen- dation shall take into accevnt applicable 'requirements of governmental aganc ies having juriadiction. Section 27.3 Notice Qt Da a e. 17.3.1 The Board shall promptly,, am in all events within 30. days after the date of damage, provide each Owner and each Institutional ■older of any.Pirst Mortgage an a lot with a written notice describing the damage and summarizing the initial Board's determinations made under Section 17.Y, If the board fails so to 40 within said 30 days, any owner or Mortgqspa• maymeka the dsterminattona required under section 17.2 and give the notice required under this Section 17.3. 17.3.2 Either the Board or a tequisite number of Lot Ownara, within IS days after the notice required under Section 17.3.2 has been given, may, but shall net be required to, call a special Owners' meeting in accordance with Section 7.0 to decide whether to repair the damage. 17,3.3 Except for emergency work, no repairs shall be commenced until after the 15-day period and until after the conclusion of the special meeting it such a meeting is called within the 15 days. 17.3.4 A unanimous doclsion or the Lot: Owners and the holders of first mortgages on Lots will be rag uire d to elect hot to repair the.damage. The failure of the Board and the Owners within the 15-dayperiod to call a special meeting shall be deemed -a decision to repair the damage. Section 17.4 Execution of Repairs. 17,4.1 Unless prior to the commancpmeht of repair work {other than emergency work) the Lot Owners *hall have decided to accordance, with this Article not to repair, the Board shall promptly repair the damage and use the +vailable insurance procaada therefor, IC the cast of repair exceed. available insurance proceeds, the board shall.impoae a special assessment against all Lots in _ proportion to their percentages of undivided interest in the COmmom Areas In an amount su Mciont to pay the excess costs. 17.a-2 Tha Board .hall haw the authority to employ architect. and angi nears, advor ties [or bids, let 75 contracts to contractors and others, and to take such other action as is necessary to effectuate the repair. Contracts for the repair work shall be awarded when the Board, by means of insurance proceeds and sufficient assessnents, has made provision for the coat thereof. The Board may further authorize the insurance carrier to proceed with the repair work if the Board is satisfied that such work will " satisfactorily carried out, and .such authorisation does not contravene any insurance trust agreement to which the Aaaoeiatipn may be a party or smy requlremant of apDlieable law. 17.4,3 Th* Board may enter into a written agreement with any reputable financial institution or trust or escrow companythatthe inatitution or company shall act as an insurance trustee to adjust and settle any clam ter casualty lass in excess of s2e,oee, or for the institution Or company to collect the Insurenea proceeds and carry out the provisions of this article 17. Section 37.5 Effect of Derision Not Ce RB air. In the event of a valid dec *ion un er Sect cn not to repair the damage, the Board may nevertheless expend so much of the insurance proceeds and common funds as the Board deems reasonably necessary for emergency work (which amo rgency Work may include but is not ecessaril limited n to removal of the damaged improvements and clear ng, filling, and grading the real proporty), and -the Common Areas shall be sold by the Board in one of more parcels and for a price and under terms and conditions acceptable to the Board in its sole and absolute discretion, The remain- ing insurance and *aloe proceeds, it any, shall be distri- buted to the Lot Owners in proportion to their respective ownership intoreata in the fiommon Areas, provided that the board may retain and apply such portion of each Lot Owner's share of ouch proceeds as is necessary to discharge the Lot Owner's liability for any regular or special aamosament arising put of Artioles 11, 12 or-17. Any sale under this Section 17.5 shall be deemed a disposition for the purposes of Article 20. ARTICLS.IB" CONDEMNATION Section 14.1 Cohn edusnc++ of Condsmnationr No�ticceeg if any of the Cowman Areas or COMMOM areas aF :_f1 lea or any portion thereof is made the subject matter of any condemnation or eminent domain proceading or Is'othI,rwise sought to be acquired by a condemning authority iratarred to heroin an a "taking'), written notice of the proceeding or proposed acquisition •hall 26 I promptly be given to each Lot Owner and to each Insti-- tvtional Roldar of a First. Mortgage and the provisions of this Article 18 shall apply. section 18.2 procee a. All compensation,. damages, or other proceeds 07 the taking, the sum of. which is hereinafter celled the !Condemnation Award,' shall be Payable to the Association. Section 18.3 Com late Ta in If all or any of the Common Areas are taken, the not available proceeds (determined after payment of all costs, -ineludingattor - neya' fees, incurred in connection with the taking and. all costa incurred pursuant to section le.4) of the'LCondam- natlon Awardshall be apportioned amohg the Lot owners in Proportion to their respective percentages of undivided " interest in the Common Areas. - Section 18.4 Reeonstructiond Re e1r. enAny reconstruction and repair neee9eltated y condemnation shall to governed by the procedures +Verified in Article 17 a boo® for repair or damage, provided that the Board may retain and apply ouch portion of each Lot owner's share of she Condemnation Award as is necessary to discharge the Lot Owner's liability for any special assessment arising out of Articles 11, 12 or 27, ARTICLE 19. AMENDm EMTS OF DECLARATION SURVEY MAP AND PLA S Section 19.1 AmendMOntO..by the Association. An LotOwher may propose amen mend to t ■ c +rat on, the Survey Map, or the Plans to the Board. A majority of the members of the Board may cause a proposed amendment to be submitted to the members of the Association for their consideration. If an amendment is proposed by Owners of 30t or more of the Lots In the Property, then, irreapeCtSva of whether the Board Concurs in the proposed amendment, it Shall be submitted to the members of the Association for their consideration At their next regular or special meeting for which timely notice may be given. Notice of a meeting at which an amendment is to be considered shall include the text of the proposed amendment. Amendments may be adopted at a meeting of the Association or by written consent of the requisite number o.f persons entitled to vote, alter notice has been given to all persons [including Mnrtgage9s) entitled to receive notice of a meeting of the Association, The Unanimous consent of.all Lot 0wnera shall be required for adoption of either Ili .an amendment alter- ing the value of the property and CC each Lot or the percentages of undivided interest in the Common Areas, or. ( 2 1 an amendment of this Article 19. All.other amendments U shall be adopted it approved 6y604 of the Lot owners. one* an amendment has been adopted by the Association and any necessary approval of Kortgagies has been obtained, the amendment will become eff4Ctive when a certificate of the amendment, executed by two officers of the Association, has been recorded in the public records. Sa Ctlon 19.3 Ra vlramant f Norte es A naval. In addition to other prow a qns of th a Dac arat an, but subject to Section 9.3 and Article 20, the prior written approval of 754 of the Institutional Holders of First y Mortgages on iota will be required for any material emend- R7 Arent of this Daolaratlon or the Bylaws, including, but not limited tp, any amendment that would change the percentages of undivided Interest in the Common Areaa of the Lot owners, Section 19.3 Conflict with Article 20. Section 19.1 and Section I9.2 shall have no applicability to an amendment to the Declaration or to the Bylaws made pursuant to Article 20. ARTICLE 20. REMOVAL or COMMON AA ER5 AND COMMON AREAS FACILITIES EACH PP LICABILITY OF ECi.ARATION The Association shall have the power to convey or otherwise transfer (a "disposition') the Common Areas and/or the Common Areas recllitiss to any utility Company Or governmental body at any time, under terms and Condi- tion■ acceptable to the Board in its sale end absolute discretion, and -upon any such event of disposition (f) the provisions of this Declaration relating to Common Areas and Common -Areas Facilities, including without limitation, those provisions dealing with maintenance, repair, Insurance and assessments related thereto. shall be sus- pended to the extant appropriate, and 411[ the AMSOClatiOn shall- promptly amend the Bylaws and execute and record in the public records an instrument amending this Declaration byY deleting any and all provisions of Articles 1, 6, 7, 10, 11, 13, 16. 17 and 18 rendered unnaceaeary or undesirable by the disposition, including even to the extent of die - solving the Association and terminating the powers and d utiea of the Association and the Board in their entirety. Upon any auCh dissolution, any funds held by the Associ- ation Shall be distributed to the Lot Owners in proportion to their respective ownership interests in the Common Arias, pro.vide4 that the Board may retain and apply such par tips of each Lot 0wher'a share of such proceeds as is necassary'to discharge the Lot Owner's liability for any regular or spacial aaasasment arie[nP out of Article 31, 12 or 17. the Board shall glue each Lot owner notice of any Disposition within ten (10) days thereof and a copy of 1 FILED B1' Cil 28 t� any amendatory instrument made pursuant to this Article 20 promptly upon execution thereof. ARTICLE 21• SEU&JILITY The provisions of thin Declaration shall be - Independent and severable, and the unagforceability of any ona provision shall not affect the enforceability of any other provision. yy ARTICLE 22. EFFEDTIVE JrM' Q7 Thin Declaration shall take effect upon recording - - in the records of Ring County, Washington. ARTICLE 23. ASSIMMNT BY DZCLARANY' Declarant reserves the right to assign, transfer, sell, lease, ar Went all ofanyy portion of the Property and reserves the right to assign all or any of its rights, duties, and ❑bligations created under this ])cc larat inn at any time in its complete and ab$ulute discretion. This Declaretioa is made as of this /f�day of 1985. ,..t ..-.��.,. DECLASU.4I VALLEY !Atl-DEV,P NTS PARTNERSHIP f — STATE OF e�— '4 �V &M or S - On this day personally appeared before me ,lack B: Jacobson. to me known to be the individual described in and who exe- cutad the within and foregoing instrument, and acknowladgged that he signed the name as his free and voluntary act and. dead, for the uses and purposes therein mentioned. GIVEN Under Hy Hand and Official Bsal this 14 day of - 198.5. Notary a s an or t o State of eahingto'n residing. at Seatt e: - i� j 4 ��,,- ro rn PY CT KM COUNTY PHM REcaRns VOL. I31 PAGE 39 MOLL MAP CohWANY, Iw- SEATTLL 131/39 VALLEY FAIRE II A PORTION OF TW S.E. 1/4 OF SEC. 23 AMU THE N.EA 1/4 OF SEC. 26 TifP. 23 N.. AGE 5 E., N.M. KING COUNTY. WAS HINGTON DEDICATION KN9Y ALL PEOPLE gT YKSE PIESEMTS th.t No to. untl•r\1gn•d t.n... OF STATE W"ASKIva ON 7 - Interest /n tM Imod her..I VA41V1ded, mr.►r FCCISPO this Dlet to ba th. eraPMC rear edentatloh of t" .iSdITIg1An seda hereby. •na do hereby - COME#. OF DIME I d.dlsake to the,- of Me Pohl MF T.r...r all street+ -d arem.ee AAt snP•n +\ er[v+te Myra. end cell cote the Yee Iherail for +11 avonc Purpca.a F.et Inconsl.taiK u1tA tIN mar th.rfaf fat "Ile hk 0-oy par P as.s. •nd •lao tM to for ftlls kM IPt. _ - ,y1� 192-S 6EFGRE RE: THE LmMEASIV40 (WINE' +. ki DAY OF t-T, w-p- - rkgbL mAY. .11 neces\r 1T \I.p.A tot\ and upon .horn then- In the v101oel r Aosgl+ r+ding .f MYd st-%a Nd .rfPW d. +nd - - .- Mo7AAT ��-I IIf AMP FQR 111E STATE OF KASMIMLFDIL P[RSOIALLi ►PEIAED fwt- d.dltata t. the ..e e1 ;M o bI IC ail tare etf.+.ntt end tract, --^.7o.G�. a".-CZ:tCv1oS ID ME WNUMN 10:EE. f �.[� Pvr.c�IwT 9r - -- an- on -thlA Plot Fr .11 \Mlic prp- a Indicated th.r.on, I-J.ding IRE CWPQRAV[OM THAT ESECUTED THE FOREGOING 403TIrimENT. ANC ACWHO.LED6ED - buk not' II.tIN t. prha. .pen .P\c.. utlllti- .Ad drin.ge scale.. ...h SAID_ INSTjh"WHT 70 EE THE FREE AND, VOLUHTAAT ALE AND OECD.Of 5.10 '- .....e... .r A-% era 16ec'If ICIIIT 1r.0oRttfled M tM1 if plAt As t,.mt E0I000TIOM FOR THE UGES AND PUMOSES 11EREIM MENTIONED AND ON OAN SIATEO dedb[at.d or cofto d W a Per..n Or ankitT *~ NM tM p.f11c. IMI _6A__tAS AIfT1MAZED TO EIECLTE SAID INSTRPWIT. - - FYrth.r. the W.derlo.d arn.r e1 the Jaw! ".In .Wbdt+Ilea .e1•. Tbr . IN. WITNESS 1nERf0F.. E HaVE IEREIMID, SET NE' Hum AM 1FFIEfO NY OFFICIAL .- N the.selv. their mend d Iesighe and o" We" opder mtltR l.log tlt 1. ' ' SEAL THE DAT AND YEAR * WE WFUTTEII: - IfP. the md.rslehod. mAT and all claims for do.eg.e .gol-t Klno - [eons}, /ls a aM saalgn. Which W.F be o A.fon.d by the -- - .at.hlf\heeet.,[M\lrYctl... ar ..$.L n.n.\ 01 rH!■[ind/ar system.Witbin this wbdlvlti" Other then ciafeL rewltlhg Iras 1n.4.guatW - '�, A.Immance h/ RIAO r wear. PW Y6 FOII THE Stsi AF - - ' 'M/S[kIH1ETON. FIEGWYNC AT _Soo T-F�n -' ' FurlMr, the undersigned a " of the 1pnd her jvbd7vld.d .gr.. Ier - - tMasdl.ts. tnslr h4Ws w4..sslgmS to llldsmnlly .m hold Klog County. its 57�7G of YA9tDilW'I - - - e.c[eA/dr. bod aseh efa, hrmlt.A Ir66 my d~, Including ..T costa of I - delmaa: clef Wed M ukMl.t p.rsu Wtthln r eltthis ubdk,k,lan to h.T. bean 001m OF KIM6 I c\ueed by \Iter\t.o. .1 the qr WRT wr1.... ..g.t.tj... tlr•Ine l., a eVr f;[. Or eVasVrfKe A+ter Ile. .lttel: tgig s.Odl.lslao or py - - - eat.bllahm.nl, c.m.trW[l!M tr Mlnk... .T tha roads .lthkn thla- .uhdtvt.fe_n, Prw ld.0. thI\ -IT.r .nd faNrl3Ticatton ah.11 not b. rr''ll�,�. - - '- F.- F 1E W- 7At UNDEASIGMEll canstru.d e. rel-1.9 0t" C.Ynt7. It\ ■uec..... or •\\lone. frpa W1 7mF-2±6DAY OF Wa 19'2' NO71R11 PYDLIC IK '^A1u-Fn�O Toll TIME STATE OF YASHIMGT9M, PERSONALLY APPEARED l lssl]!lR far do-@.*. IfNIudIM 00 colt eT OtfMM, P.fultl" 1n r 1. PI` .'�f"YaGIC 1Q-_ L1p LiS e'K 70 WE KNOWN TO 'BE THE INDIVIDUAL MSCATMB In pert Iron tM n.vllNnC..1 Ming C-ty, St. sx[e.aay.a, ar •..lgna. - IH AN6. WMO EAECIFTFD TIME FOIEEOIM[ IIfs771VMEMT,. AS GENERAL PaprnER OF TOE - , WLEL a,ATa A LIAISED-. PAM"En m1p. wel-ACKNOGEO TO NE -THAT 'JI6NEb AND SEALED 7NI5".'INST1MUMEN1 AS. L,. r FREE ANO MCC, OfV0.OPHd1[TA "0.. YOL%Wf y'ACT AID ND OEM FOR THE 05Es AMVIO ES 7HERf IM T MTIOMFO AM M i C.n.dfr. t.rparAt'sh .. *ATM STATED -THAT 64 .As ADRlmlm TO EIECVTE SAID IH9TRWIFNr. -HILID - VI-C IM IIIrwra wwneOF_.1 HAVE NEREWTo-SET MT AM AFFIaED NT 9.FICJAL t%.e1.LFw.r -.. TrFJt 11tE DNr ANDTEAR FIIIST AEOvj WUTUM. VACLET FAME DEytLORIDRS ►ARTMIL9MP,- •-M.shioptch'r-1 Frtm hip m"Aw pusyn IN Ale ran TIE Sf_ Ai!_pF N.Wimlow AESIDITIG AT 6y., Tmuyue .. uiiIYET+s77r FEovaL SAVIHM TW/K -STATE g K"hingten itimrpor.tion. - W NA9IDIF.TIIM - - ... tow" OF 0:109 1 . 6Y_.dIV. TITLE- '''"����99XL1� YAr or _ -� _ lop-wOHE. IE:' TIME-DNPER'w"U1 .. . 'GEfART FVDL IY 11Np IM STAT( AIty .PPfARED - 6Y: 7IR! i' nFi) WI L'�frfllssS r ,7te,ra.�ir /0 NE KIIOMN ID B[ Jrx .�A110 /t=�E rf9.'.S rs _}vrY ryFLT OF - - IkE CORPORA TIOR TNAT FA[LU1FD 7TE FORFWING IMsrFFthFwT, AND aLKMO.LIOGED _ - - SAID J.STA0WC07 To DE MEFAEE AMD YOLYKTART .4T ..O DEED OF SAID SEATTLE FIASY mT10wL amot. - --E'"WORATION FOR THE USFS AIDW PpSES DHEIM MENTIONED Amp DN OAIA STMED .. - HooftimptMT Cerlr.Llon .. THAT 1t91 ACRE A07NORIIED 741 fm4ww SAID INSTWwww'._ - - l + IN MITMFS1 .4 fVf, I NAVr:mi'OI[TO WF M7 RAND &NO AFFIXED MT O"ICIAL Dy_ SITLE �t:e[ SEAL TM f]LT AND. YEAR FIRST ADPq -RITTER. THE rA�tt or SC S ACKPJMED6EMENTS MC7dL WZIDTM AOR STATE OF WASHImGTOA I " [borerI Ss 9i KIHlg I / -ON TIMt L&4DAT 0I �.aF �.. TD QW IE. THE t10EnsIGNE9 NOTARY PVBL,[� 1yAND l611 THE GFAiE py NA IIIe1ET0NL pFR60NAlcY APPEARED Q �ild1! /G-FICIY_ ARO 6 Ei 7O AE PHOYA 79 BE -Xl. /JS. AID' NF.TF[ lw0.LT OF rrtE CORFORA77M 1NAT FNFYlfTEO THE FgIKGOIN6 ITISTRRIFNl. ANTI AtKNOW Ef FD SAID IMSTTWME.T 10 OF THE FREE AND VDL1heIARV "T A" -:FD bF SAID - LORPDATIOM FOR TIRE IF.Fs IID Pt1�fS.tIfTEtN tERTY0IED'AMp O. DAIH STATF9 A TmAF THFV WFm HIMMATPID 70 FXFVM :610 ImsmamMI. IN WITAF:S ~WOr, I KAfF I WLWO WT Wr HARD AND AFFIIFD mT tWFLCIAL SEAL TW (WT AM YEAR FDGT AgOfF lMIFTFd. ' Wpl•RY PLack IN AIID FOR T SI.TE DF WASt",41O.t RF30IW6 .7 �. M+ 451 S.W. 1011% $Wits 106 �O _ REM70N.WASMffGTON 96055 )-L 'PA0-11001275-5625 AAl No. ITT-01-mom I 7.te ARM'. 1r&5 10 1raw. M SSE I Sh.vt Ot S ". 2Z2-moo KM CADLMTY P"M L«.w.... M. 131 - PAGE M �aIOLL Atidr Caltat+�rr+� Jw— S" TLE- VALLEY FAIRS TI 131/40 A PORTION OF THE S.E. 1/4 OF SEC. 23 AND THE N.E. 1/4 OF SEC. 26 TMP. 23 N., FiGE 6 E.. K.N. KING COUNTY. WASHINGTON AFPWV 1LS C.a.ln.a dna ..drov.e tnia PFPW1KMf of h.AMN]M6 AIO co-millt DEVM w4" N.nod.r. F.l e1M .nd L.nd.�vaidp..n[ otrialdn [i Mlrye rid .PPrarM4 tht. d.y Of - Is_ d.C. i<IMc COv4} COLK& ATTEm 1r. N M1 count. C. it Li.* of th. Cw 11 EK.w%"d .nd .e>rovad th1. I*- day of A** 19—M A_n_ OEPAMM(Nf Of MOLIC MOi.lS 1 Cou.t� plad�En4tn.�r - [a..ln.e .no ..orwad thin _ do of Jul; !9 w a.o. OEPARTMDn li ASMSS ENTS M]nd LaAt} Ha.aa.r O.mlt} Mlnq Le.d1ty ".'A, - •SA S.W. loth 3W1. 166 T•+ IIEdITQM,WA5NIN6Y0N 9�055 Rhono•124i1 z20.58}0 � .a 1Tl-O_e.o L.E. tNr. Has 222-60/* KING GouNTY PH= REccotm VOL- r3 PAGE _ - pa4 MAP COWA 14 W— sEwrrlE VALLEY FAIRE II 131/41 A PORTION OF THE S.E. 114 OF SEC. 23 AND THE N.E. 1/4 OF SEC. 26 TWP. 23 N.. ROE 5 E.. W. K. - KINS COMM, WASHINGTON CURVE TABLE LEML OE5CRMION Two fbrtb MIN of tno WwtMast O�tw at S tlon 26, I—obiP 73 M tR.. M ' INn1a a Eoot. U.N. In Ming cw.tr. P.anfn12rr1 .. E107TlMG-t tfrse tMLPnrtla.'tnor.or 'taro .d by I" UnIk,P }tat.. of _z to rx eatte.11t. Pow, Mini btrfufn iw Coma. ra43E or la. Witte _ st.eta olftrYet Crum rb, Vat' M. at.rn Olap ltt at Y.M104tM, wrtnrPo - ' 03vlataS - - , TOC[TRER PIIR +it.-'ln&% exttoe'Pt tM SsutMa.t Quarter of Soetioe 71 7orasMP 23 MrM AM9* 5 East P,B., to RLM C*WntF. Pa.n1P9tb0, SYSM ' SW~ly of I" fell—t.9 ft—bb.e JIM: �tbera ".at tM smAne..t car— of webs Srtti.n 23; M TiE�fLL P Yn'9M L alaM ,lh 2ui 14.s of We S.ettw 71 efatanee of 274_29. teat to its TRUE POINT OF 996IRPIP0 of the M,a1A dfsr lbod 11ne: RlEMC2 If 79'24'M' K 56e9.04 fer1Z Ti(1CT t Tl'O]-7J' R, L06,OO.IarL• - - TPER[E ! 91*91'21'-P., S7•P:N tint "to . P-Int an lase Pest bias. of else - ' }e4lllfast 9—tor of SOCti N1 22. ..it asset b.1n1 f-~ ees[rlbed aP b.1M 67S_SO raft 11f1'tbar IT oI I" SwM Cuarter CWr of sP/I SattlM 21 - TRACT A (PRIVATE) a"I" IVW POW of E11911ft at tnr IYn. hark. d—lb". (SEE MOTE 119-SHEET { Of 6) - - - - �,.* (Native Growth R-otection Easements SSEE NOTE MIa-SHEET 4 OF 9) gUpyypq'8 CEi±rIFICATE I herwr ewtsly that tPis Piet at ttw rare U s. - baste RPM ..I .V of ,5ftt1.rr 2l0E91swnbnlP XI.- Harsh, Rana 1 EasL. - P, P", tht .11 [ouraas see elstse os .r. vfm cornet ly tP.rroe, . tMt ill' - _a _ aPWaalaL. as rrNN Lb.,aae rill as Ist car -t ly: a the ,n er.e.. I INI earner - _N a iTr I.s.aer sass tilt I rw. h11}. [ IIeO r1tP the at.trtM "a Pl liM' H}ulat 1eeo. F4KKI O" so-Oc 5. w tt.si _ !! r pi".• S0 _.+ ft f - • P}Pa A -. !g l� - m �� .. � 'uwi�IfefLjrt . aReatsTl L11R - - f �.a -0A 7 _re - 410! a[P sto•C LOTPESP - ..:. LA .. .awl. . hPaa lest was ' Rfa[ --hK '"WIa aNOT"TWON _L NER ' -1.7 n s i5 ..r �2 E7 - 7i-ltfe' r. a»-aL F jis' e�M - - - - wry 1IY� 60 OIL L. " 5 dell. 9r Raab.' Mist. - _ - ms /ranaRrw Era—I- vi t . - 4 as' N aaq uaC [oUrrt [Cass. 3 ,� asaL � to 2 1t.:5 Hr _ ,T ISga SCALE; I =1C)Cla ' TRACT $ SEE MOTS 4 V TA rrJ 7 'IF ff) ea:.a etc reaaP..PePP Pn.rr t+.r u.. tT/rl ' RCC- a R}1a.44077 Y e!1 &W, 101% Suite 100 -. Cl0 REMT0M,WISNINQTO1s 000SS 1a+ Pbonr.12061228-5920 Jab No: to-el-aM Oat. allr. lPsi trash M 5'J SMet fM S yS��}} e7013 w MG COUNTY PHDTD RECOROs . 131PAIGE[4] MkL MAP COMPANY. fwC. VALLEY FAIRE II A PORTION OF THE S.E. 1/4 OF SEC. 23 ANO THE N.E. 114 OF SEC. 26 TKP. 23 N.. RGE 5 E.. N.M- KING COUNTY. WASHINGTON [r�wwwf;r� A�JF.If-SR �%:E:7s. Gfi�=E_4wwwCrY_H �'u R:7� C� �� w66iFY_Sf_I1�� "ICS � ® �ilIS7 t i["3 108 w�rJr.7 w CS1161o[TCiIR W7 SEIIIAE-P:Yw MMwww[ A-aw�FnlFiill�:-1f:Y EM �7L1070707w5C�-.MMMK:=w Effm mm R 41rIEAF1I YJRrOOWw 7f7IMl n E�7A ��D w�ilf"if �167�_E:7 � di5 � wwwE� iA� iY3C1! �wl:7C�7 3 8P4 Rofr 31/42 . SCALE= i-- 100' SEESHEET 3 OF S i \I cn w TRACT' B n rsEC r RlyAre} iHT try . Y.I.EA111ISTLt '..i /11a1L'1MR FTIAI+N. ieiPil�L R PairfalC'.TM- _ IM1MFi .I.t Ml IMkW 4 i.r+b Pia{rr. 1Nfi...lilwri, .w.i-.MI Y+•li M pi`i.txf ax..f br .ikYW •l..•ra kw. ' . - rlw.l. .Ir lriWfa �/Ir NrYlx be..Y Aretreki.w Gil.iwe• OIA.I:A:l Yl.ri MF.r►1M..nTwr ..Y.w+.x rr.rAM ir..N'F ' :Z'u• - . �� - .. '. - - - - GwMI A.PA. ./ MiM �• V.e.l rM W1. M .MII\.R - r..rlMlrM it /iwa1NP ae•lA. M. M a..irltx -iflra. M. - - I.BASIS OFEAROC -RINPLAT orHA FANIDO PAR[ DIVISION]!I' AS REL0FlDE0 Met"�i\iaPa aiaA. N.OJ.F- ..r rM11 riwrA.. w'rA•il .r fm. - F.F. f 7011000025 NORTH LINE OF II-E- 1/lL 3EC. 2L TNP, 23 H„ W. 5 E_ - rr rr.el•YArw N ..r.lx.e iY.N4 rq-ia a..-i r...psrtar R.� Al O7-441'52- R MW.r.l'f+wrtY MMxaW�xrwr..'+. rf - I. SET wo- PEOAR Am CAP L.S. 0ID016 At AlL WAR LOT CURNER}. SET CONCRETE - - - P\rau.i.a xw �R • nerlr.w-1 /+' rwrr^l. atY ar_ }rw. LA, ...__........._.. _ - AIL IIf-CuW AT THE SIDE LOT LSIIiS..RR{ fO.. ToANINTERSECTION WITH THE _ - __-.- a"E LIfE_ . a - Triel ..n_ru._..tr.r.}..t_rR xarrallw7 e.e I•r .M #MI.H.eI rr ryrb—ia.aia W ryrW H W rNMli}. \.i ii irrf ry ti\I•a.r• ti. •eit_ r • - -� 3. SUFIECT TO E►SE}p= FOR TRAMS ISSION LIE 112.50 FVGI 3TN1P ACROSS +r..11F1AM r.rtwiL .t.r r�rrtPwf w�. .l Mlrrwt iw 3w ..A IE NORTH HALF OF THE NORTHEAST O 011 OF SECTION M A5 PECDREO INKIER H.S. DISTRICT CODRT CAUSE Na 15444w- ix.ir i..ilr\w /�•1 fr.P rrw..r ..w....rt w.r.�.\ .w - T�.l.1w .I.r-. •..r 11.16'w n..11el.7t'.wu w rlrari Tr•n - SUBJECT TO EA3ENEIl1 FOR RIAM TO Nf OANOEAOVS TREES OVER A 75 T001 '< -! -^NA M'ii.M1w +fMxr v rN /— _♦. STRIP ACROSS 1ORIN nE II/MLi OF THE IgRINEAwT .OUAP7FA !X STCT 3OH a'O, As rr. w PECORW tOOW U.S. 0197RICT CWRT COWS NF. 9444. a. al) \ b* w r•rf i.w 5. TAT-0 O a SDOJEYT,:T'S.TEPPOR * TIE}.-A*AM EASEMENT SAID EASCKKT - WALL TEAIIHITE AND OECD E RILL A-D VOID WON THE EXTEMTIDN AND - - .wrw+\P ina..iiA.r,�xa ..rr►! fir Liar l-ai -.ne ei-x '.}wr - KMA17M 76 THE PUBLIC OF SE. NIDTH fL xw.i.lNe eAall w wrWi..\x F1.M-il.ri. tilt. Pay.. N i SUBJECT' TO ANEEREN't 1EIINWINO OENELDPNENT CDNOII IONS CONCEA1 IH0 THE /.-+.wf .i•..nn .rr H.r .rni PROPOSED RAT OF YALLU TAPE II AS TECODEI UNM A.F- llN QOtU20. -w ' - ES} 6.Yf.'TOfO SNTIDN 'I. SEE ""1 S OF 5 FDO SVEAALL ODUNDARF, o 0.6- w r •iuNr /r rH.v.r.f •wr P-.iMa r.fa.rA .rir +.i RE NT0f1.1WASNIN074N 9111063 Cb O TRMT A PULL 7EIlirN IN PRIME OWNERSHIP. e-."h 14wW W 110ei90iH FRORi.12051226.5628 }+ ~ W ` 7. TRACT 6 SHALL RENAOI' 1N PMVATE OTNIE115HN! :.�� - E.W a..1 ti --- -.� i\I\ I I*H Wte rAr. kYSS M Ye..Yr L.1 W.eL _ Orf.w OT +"E. Sleet • Of S . N ` 2Z2-hoc D 8 KM COUNTY MI M MOOMS VOL. 31 Ppex KPIOLL bw sE tLE rl+r: w- s VALLEY FAIRE II 131/43 A PORTION OF THE S-E. 1/4 OF SEC_ 23 AND THE H.E. 1/4 OF SEC. 26 TW. 23 .N.. RGE 5 E.. W.M. KING COUNTY. WASHINGTON 'z 1 TRACT' A (PRIVATE) tSFE NOTE 06-SWEET 4 OF 91 4w M 0.4n rww s .sa32 ter{A --+l0.06 � Ay ' INat1Y! .-Growth Protection EOSEfli6A1) ' WEE NON 440-SHEET 4 OF 31 to E - 9 _vr8 • . A A •�'ee' - Sects— ;a = L ' -•.E - - - '� 23 22"21�" 20 • .i.s. 1 tP .�_ . —.� � C -s..2f i• .t Scetl- 29 as 1: 17 It17Id. 6 2t : 29 . _ 5 - - a ` 31 32 33 34 73 36 4 - W .0' 1!we...f •m•w.lr. Gx•rl M rtc.w li..l.alTf � fffi//IOf7 dTRACT ��--'iPRIVATE} WEN $PALE] - - rfSEE ND'fE8 f Oil- fRf1E7 A !y ' 4 - F-JRW^^D FARK DIV .15 451 SM, 1016 $010 106 ~ aeMrol�.w�s�MGTo� "OSS 1..• PAane120S1226-Sd2d suo . ora.. & ssa s.••t Isnr s S.O S a 1" _ 22Z-60 Q DRAINFIELD EASEMENT THIS AGREEMENT made and entered into this 4t— day of February, 1977, by and between ROY B. ANDERSON and AIARGARET D. ANDERSON, his wife, hereinafter referred to as "Anderson", and E. REX JONES and LETHA C. .TONES, his wife, hereinafter referred to as "Jones", 'aITNESSETH: B EREAS, Anderson is the owner of the following described real estate situated in icing County, Washington: PARCEL "A": The West 201 feet of the Southwest 1/4 of the Southwest 1/4 of Section 24, Township 23 North, Range 5 East, W.M. PARCEL "B": f Beginning at the Northwest corner of the Southwest 1/4 of the Southwest 1/4 of Section 24, Township 23 North, Range 5 Fast, W.M.; thence East along the North line of said Southwest 1/4 of the Southwest 1/4 of Section 24, a distance of 201 feet; thence North to the Southerly right of way line of County Road; thence Northwesterly along the Southerly right of way line of said County Road to the flest line of said Section 24; thence South along the west line thereof to the point of beginning'. PARCEL "C": Commencing at a point on the East boundary line of Section 23, Township 23 North, Range 5 East, W.M., which point is North 0012'43" East 1398.72 feet from the Southeast corner of said Section 23 and South 0°12'43" West 90.13 feet from the point of intersection of the above described East boundary line of said Section 23 and the center line of the tract and right of way of the Columbia and Puget Sound Railway; thence from this true point of beginning South 0*12'43" West 420.63 feet; thence North 81635117" West 295.04 feet; thence North 0012'43" East 400 feet, more or less to a line concentric with and.90 feet (radial measurement) Southerly of the center line of the Columbia and Paget Sound Railway; thence Easterly along said concentric line 295 feet, more or less, to the point of beginning; FIL= D for Rncord at Request Q#1% EXCISE Tex NOT RE-V-':r3Fc ROBERTIS dr ANDERSON Kin CG i�L`:;Ws LAssion ATTORN[Tr1 ATLAW ////J J /J Irr WrLL1AMS Arf MU[ "CUTP# 1di P. wbx*54 .wn+ QE RNTONl�914R U , WA f��.: •�+� , P ti S30N) 2?E-1Bi0 . 9 Page I PARCEL "D". A portion r' a portion 0` the East 1/2 of the Southeast 1/4 of Section 23, Town,�hip 23 Morth, Range 5 East, W.M., described as follows: Beginning on the easterly line of said subdivision at a point North 0112'43" East 1398.72 feet fro*a the Southeast corner of said Section and South 0012'43" West 90.13 feet from the intersection of said easterly line with center of tract and right of way of Columbia and Puget Sound Railway; thence South 0°12'43" West 420.63 feet; thence North 81035'17" West 295.04 feet to the true point of beginning; thence North 0012143" East 265.00 feet; thence North 81035'17" ;nest 20.00 feet; thence South 0012'43" West 265,00 feet; thence South 81035'17" East 20.00 feet to the true point of beginning; and WHEREAS, .zones is the owner of the following described real estate situated in King County, Washington: That portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 East, W.M. in King County, Washington, described as follows: Beginning on the easterly line of said subdivision at a point north 0012'43" east 1398.72 feet from the southeast corner of said section and south 0*12143" west 90.13 feet from the intersection of said easterly line with the center line of tract and right of way of Columbia Puget Sound Railway; thence south 0°12'43" west 420.63 feet; thence north 81°35117" west 195.04 feet to the true point of beginning; thence north $1635'17" west 353.00 feet; thence north 0*1214.3" east 384.52 feet; thence easterly on a 0°28' curve to the left through an angle of 21132'28" an arc distance of 350.00 feet; thence southerly to the true point of beginning, EXCEPT the east 100 feet thereof; and EXCEPT that portion of the east half of the southeast quarter of section 23, township 23 north, range 5 east, W.M. in King County, Washington, described as follows: Beginning on the easterly line of said subdivision at a point north 0°12'43" east 1378.72 feet from the southeast corner of said section and south 0012143" west 90.13 feet from the intersection of .3aid easterly line with the center tract and right of way of Columbia 6 Puget Sound Railway; thence south 0612143" west 420.63 feet; thence north 81035'17" west 295.04 feet to the true point of beginning; thence north 0012'43" east 265.00 feet; thence north 81135117" west 20.00 feet; thence south 0"12'43" west 265.00 feet; thence south 81135117" east 20.00 feet to the tree point of beginning; and EXCEPT portion lying within Primary State Highway 5. and ROESERTS & ANDERSON AT-roptM Y6 AT LAW H1 WILLIAMS AVIM)L 000JTII P. O, DOX494 RLN7ON, WAIIHINOTON 98050 c zasl 220-0 000 Page 2 9 %D iV WHEREAS, Anderson presently has a need for additional land in order to construct, maintain and repair a drywell or additional drainfield for septic tanks presently located on the Anderson property and the ,Tones are willing to grant to Anderson an easement on a portion of their property for this purpose provided that said easement shall be conditional and shall terminate when a public sewer system is installed and available to Anderson for hookup. NOW, THEREFORE, it is hereby AGREED by and between the parties and for their respective executors, successors and assigns as follows: 1. .lanes does hereby grant, convey and quit claim to Anderson, their heirs, successors and assigns, an easement for a drywell and/or septic tank drainfield on the following described property: That portion of the East 1/2 of the Southeast 1/4 of Section 23, Township 23 North, Range 5 East, W-M., described as follows: Beginning on the easterly line of said subdivision at a point North 0112143" East 1398.72 feet from the southeast corner of said Section and South 0012143" West 90.13 feet from the intersection of said Easterly line with center of tract and right of way of Columbia and Puget Gcund Railway; thence South 0*12143" West 420.63 feet; thence North B1035'17" West 295.04 feet; thence North 0°12'43" East 265.00 feet to the true point of beginning; thence North 81035'17" -�qest 20.00 feet; thence North 0012'43" East to the southerly margin of P.S.H. No. 5; thence easterly along said margin 20 feet, more or less, to a point which bears North 0012143" East from the True Point of Beginning; thence South 0012'43" West to the TRUE POINT OF BEGINNING. This easement includes the right to go upon said property for the purpose of constructing, maintaining and repairing said drywell or drainfield. 2. The Parties expressly agree that this easement shall continue in effect only 'until such time as Anderson has public sewers available to them for hookup. Page 3 RaBEIRTS & AND R$ON AT-r0*NRY@ AT't'+1 III WILLiaMexvemug 060'.7n_#:8 RLNTON, WA�M4jNi3 �..-_ iseoel 9s6-1029 i 3. In consideration for the granting of this easement, Anderson shall pay to Jones the sum of $100 per year for the use of said easement. 4. T;ils agreement and easement shall be appurtenant to and run with the land and be a benefit to Anderson, their heirs, successors and assigns. 5. Anderson agrees that during the term of this agreement M1 and easement that they will maintain the easement property in good order and will hold Jones harmless by reason of any damages that may occur by reason of Anderson's use of said Property. Upon the termination and cancellation of this agreement and easement, Anderson shall return the easement property to its former condition and will execute and deliver to Jones a release and cancellation of this agreement and easement:. IN WITNESS WHEREOF the parties have hereunto set their i seals the day and year first above written. -- STATE OF WASHINGTON � ss County of King } On this day personally appeared before me ROY B. ANDERSON and ?4ARGARET D. ANDERSON, E. REH JONES and LETHA C. JONES, to me known to be the individuals described in and who. executed the within and foregoing instrument, and acknowledged that they signed the. same as their frare and voluntary act,..,.:,..,, and deed, for the uses and purposes therein,nentioned.,. GIVEN under my hand and officieal this February., 1977. .�' �he_fIOT�,, 8LI n and :6or t Srtaggte fWashington., fesid!60 R864%t9UD1rR19 M ATTORMILYS AT LA40 1t1 WILLIAM9 AY/,4U[ 9611TA 6' 41" 1'1 - MENTON, WA3MIN4*6i*`'0s... Page 4 (200) sss•ieft ti _DA ftRR7RDTNG'-RE UR 4� f TURN TO: HAROLD B. COE 13th Floor, Tower`'Building Seattle, WA 98101, aan .1 I 04/04/10 #1020 B RECD F 13.00 CRSHSL**13.00 55 VALLEY FAIRE I AND VALLEY FAIRS II AGREEMENT This agreement is entered into by and between DELCO DEVELOPMENT, LTD., as and for itself, its successors and assigns (hereinafter referred to as *Developer"), and p FAIRWOOD GREENS HOMEOWNER'S ASSOCIATION, its successors and L:2 0 assigns (hereinafter referred to as "Association"). O t�l RECITALS The purpose of this agreement is to express the QD development conditions agreed upon by the Developer and the Association concerning proposed King County Ordinances Nos. 81-594 (valley Faire I), and 81-593 (Valley Faire 11) (the "proposed plats"). These proposed plats are the subject of a pending proceedings before the King County Zoning and Subdivision Examiner. In consideration of the mutual promises following, and other good and valuable consideration, receipt OE which is hereby acknow}.edged, the parties agree as follows: TERMS: The Association agrees to support the immediate development of Ordinance No. 81--594 as it relates to Pnase A of Valley Faire I (40 lots), and of proposed Ordinance 81-593 (Valley Faire II, 37 Lots) and the long term development of Ordinance 81-594, Phase 0 of valley Faire T (85 lots). In -1- r z �y t-Pturn the Developer agrees to comply with the following �I �.onditions, which conditions shall be binding upon the developer, its successors and assigns: I I I. All conditions required by King County for j preliminary plat approval shall be complied with by I Developer. E 2. There shall not be any direct vehicular inter- connection between the plat of Valley Faire I and the plat of Valley Faire II, except that 161st Street S.E. may be extended into Tract D of valley Faire II provided that such extension will not allow travel over the west, south or east boundaries of Tract D. There also will be no vehicular interconnection between Tracts D and C of Valley Faire 11. 3. All streets within the proposed plats are to be constructed on 48 foot rights -of -way including any access road construction across the 6PA power line right-of-way (extension of 160th Place S.E.) and the curb to curb dimension shall be the same as adjoining streets unless Icing County requires a larger size. 4. If King County doer not accept ownership Of the required open space area proposed for such use in the proposed plats, a homeowner's association or similar entity shall be formed or made available,,- before ,issuance of the first certificates of occupancy, to take title to and maintain said open space. If King County does accept the open space, the Developer shall make such improvements -2- .i! M '#w including walkways, fencing or landscaping, as the County requires. 5. Instead of an open ditch for drainage, Developer will l provide a curb, gutter and sidewalk on one side of the access road referred to in paragraph 13 of the BALD Addendum sport on Valley Faire II dated September 29, 1983, before issuance of the first certificate of occupancy. 6. The Developer agrees to provide donations of $500.00 per lot in Valley Faire I, Phase A and Valley Faire II (77 lots x $500.00 = $38,500.00) which shall be made to the Associ- ation upon the closing of the sale of each lot. ri 6A. If both of the above -described ordinances approving the proposed plats specify contributions of $1,000.00 per lot or more to King County for public services such as roads and parks, the amount donated to the Association shall be reduced by 50% for Valley Faire, Phase A. 7. The Developer agrees to donate to the Association $250.00 per lot on the remaining development of Valley Faire I, Phase B (85 lots), to be made upon the closing of the sale of each lot. 8. The donations made under paragraphs 6 and 7 hereof i shah be placed in a trust fund to be created by the Associ- ation for the benefit of the Fairwood communities for the purpose of acquisition, development and maintenance of neighborhood parks and recreation facilities. 9. For the 77 lots in Valley Faire I Phase A and Valley Faire II, the issuance of certificates of occupancy -3 gale. shall be phased at six month intervals commencing with approval of the preliminary plat, whereby no more than 20 certificates ]L#41�4 VI of occupancy shall he issued everrsix months. If under this W 5 schedule all 77 certificates of occupancy are not issued prior to June 1, 1985, all not issued by that date may be issued at that time. The development of Valley Faire I, Phase B, shall not commence nor shall building permits be issued by King County until the construction contracts are awarded for the widening of SR 169 westerly from 140th Place S.E. to Maple Wood golf course. 10. Subject to the approval of BPA, the Developer shall qconstruct six --foot high chain -link fences along the east and ri west boundaries of the extension of 160th Place S.E. (access to Valley Faire II), running from the southernmost limit of W Tract "B" to the southernmost limits of lots 36 and 2. The easternmost fence shall extend eastward along the south boundary of lot 2 to lot 1. The approximate locations of these fences are shown on Exhibit A attached. Subject to BPA approval, the fence shall be constructed of not less than 9-gauge steel mesh, fence posts shall be securely net in concrete with not greater than ten -foot centers, and a steel top rail shall be installed. Access to the portion of the proposed plats occupied by the BPA power line right of way shall be limited to emergency and BPA vehicles by means of locked gates and the above -described fences. Completion of the fence and gates shall occur prior to the issuance of any certificate of occupancy, unless despite reasonable diligence Developer is unable to obtain OVA approval -4- h by that date, in which case the Association shall not object to the issuance of any certificate.of occupancy. The con- �! Ii struction of the fences and gates shall be completed as soon' as possible after the start of construction. 11. The Developer has prepared, and shall comply with, a construction plan for Valley Faire II which is attached as Exhibit H. 12. The Developer shall comply with the following Recommendations and Other Considerations contained in the Addendum Reports to the Zoning and Subdivision Examiner by 0 the King County Department of Planning and Community Develop- e■1 ment prepared for the September 29, 1983 Public Hearing: 0 a) Recommendation 1 through 22, inclusive, except as conditions 16 and 17 may be revi4pd by the Zoning and Subdivision Examiner and other Considerations 1 through 4, inclusive, of the Valley Faire I Addendum Report. b) Recommendations 1 through 18, inclusive, and Other Considerations 1 through 4, inclusive of the valley Faire II Addendum Report. In addition, the Developer shall comply with the BALD Recommendation 19 for valley Faire II proposed during the the November 3rd hearing. These numbered Recommendations and other Considerations are incorporated herein by reference. The Developer shall comply with these Recommendations and other Considerations to the extent such compliance is not in violation of law. 13. To secure the performance of the duties of Developer relative to Valley Faire II described in s. T paragraphs 4, 5, and 10, hereof, the Developer shall post a performance bond, subject to approval 6y the Association, in tt•,e amount of $35, 000 prior to the closing of the sale of i any lot or the commencement of construction. The bond will i be released by the Association upon fulfillment of such obligations by the Developer. 14. The parties agree that they shall propose that the County include in the ordinances approving the proposed plats the provisions of paragraphs 2, 3, 4, 5, 9, 10, and 11, hereof. ' C 15. This agreement is intended to bind and run with the 4 land, and the obligations of Developer set forth herein shall be eG C r1 deemed to do so. The Land affected is described in Exhibit C 9 d' attached. go 16. The Developer and the Association agree that this contract shall be recorded with King County. 17. Should either party tail to comply with this agreement that party shall be liable to the other party for attorneys fees and costs incurred in judicially enforcing this agreement. 16. This agreement shall be null and void unless the County approves the preliminary plats of Valley Faire i(Phase A) and Valley Faire 11 by April 15, 1984, which approval shall allow for immediate construction of land improvement programs with the opportunity for final recording of plats by January 15, 1985, or unless the parties mutually agree in writing upon an extension of these dates. -6- DELCO DEVELOPMENT, LTD. A Canac}an Corporation By: //J-- Position: V1G.V&'C-a1 Date: STATE OF WASHINGTON ) ss. COUNTY OF KING ) On this /2- day of DM, 1983 before me, the under- signed, a Notary Public in and for the State of Wash- rA ington, duly commissioned Q and sworn, ersonally ri appeared e to me known to be the _ W(,r_ of DELCO DEVELOPMENT, the corporation that executed the foregoing Agreement and acknowledged the said agree- ment to be the free and voluntary act and deed of said corporation, for the uses affi purposes t ere n m nt ed. l MtARY PUBLIC 141 and for tie State of Wash ngton, residing at FA D GREENS TOMEOWNERS A O ION By prZc�r� Position:- t Z- Date : I? _ 12 _t SUBSCRIBED AND SWORN to bef a me this day of , 12 83 N 5t - PUBL - n: nd for t e to of Wa tirrgton residing at FAIRWOOD GREEN'S HOMEOWNERS ASSOCIATION i . /O Date: _Lz - i Au SUBSCRIBED AND SWORN to 4b�eere me day of 983. RY PU*this n am the State of Washi Cn. residing at 4. ,f 10 j -7- -,tiR. ' ti z k Exhibit B. Pagel 4 ' l The following conditions shall be set forth in a Contract i Agreement between Delco Developments Ltd. and a Road and Utility !,I %:ontractor for the construction of improvements for 37 single i family residential lots in the Plat of Valley Faire II in King County, Washington: (See attached Sketch). 1. The Contractor shall provide the necessary policing of traffic during the period of time when heavy equipment is moving in and out of the site along 162nd Avenue S.E. and 160th Place S.E. during all work?.ng hours hereinafter specified. 2. The Contractor shall sweep and cloan paving along 160th Place S.E. and 162nd Avenue! S.E. This cleaning shall be executed as often as necessary to eliminate kq nuisances resulting from truck spilling such as mud © on tires and granular and earth loads being conveyed r4 to and from Valley Faire II during the land development construction period. 3. Working hours shall commence no earlier than 7:00 A.M., except no earlier than 9:00 A.M. on the weekends, and shall cease no later than 5:00 P.M. the.afternoon of the same day. The Contractor shall be responsible for unlocking and locking the construction gates at these specific times. Access to the construction site through these gates shall be limited to construction, emergency, B.P.A. and other authorized vehicles. In the event that the Contractor fails to meet the cleaning and policing requirements hereinabove specified, the Fairwood Greens Home Owner's Association shall have the option either to contract the work out directly with prior permission from Delco and charge Delco Developments Ltd. or negotiate with Delco Develpments Ltd. to perform the work independently of the Contractor. Under either option, Delco Developments Ltd. shall withhold monies due the Contractor in an amount equal to the cost incurred plus overhead and administration. Exhibit B. Page N ��,,,, Z VALLEY FAIRS tr out"lt4, L L .W, V? owl "I LEGAL DESCRIPTION: ' The N� of the NEIt of Sec. 26, Twp. 23 N., R.5 E., W.M. Xing County, Washington EXCEPT the Bonneville 'Transmission Line ght-of-Way, TOGETHER WITH that portion of the SEAS of Sec. 23, 'wp. 23 ti., R. 5 E., W.M. King County, Washington lying Southerly the following described line; O Beginn_°ng at the S.E. corner of said Sec. 23; thence 0°12'43" c along the East line thereof a distance of 978.09 t.; to The True Point of Beginning of the herein described p ine; thence N 81°35'17" W a distance of 548.04 ft.; thence v-i outhwesterly in a straight Line to a point on the West line f.said SG of Sec. 23, distent thereon 655.00 ft. Northerly f the S.W. corner thereof and the 'terminus of said line. Nov ' MOWN ;- 9 , } h y �}Nbl+ /L1 ' a 4 v3 a. ' t ,y 't �.1 i In O A JONSONA.10A)SON PS 3+]GuEi,,sr, t,l i:A11%•r,?i;l,, :(rTiR 90D FUiitTN AVENUE SEATTLE 111ASUGTOPI 99164-1001 FORM D4 - CORPORATEIPARTHERSHIP SEWER EASgMENT z NAME OF PROJECT: VA4!t A�_ z The undersigned GRANTOR, y�1,� y�L u ryoe��E_I��mt jem a _ �r �.y� tot _ rA60A, partnership: ocAr+A06VartnemNP (designate applicable entAY) - _ and its successors, and assigns ("GRANTOR'), for and in conslderalion of the sum of one Dollar ($1.00) w and other valuable consideration, the receipt of whkh is hereby acknowledged, hereby conveys and grants to CEDAR RIVER WATER AND SEWER DISTRICT of King County, Washington, a municipal corporation. and its successors and assigns ("DISTRICT'] a perpetual easement for the Installation, operation, x maintenance, reptacomerd and repair of sewer system facilities localed under, across, along, in and over the following described real ptoperty ("Propenyr) located In King County, Washington_ J }" o legal Descrlplion of taomRnent .Sewer Easement Legal Description of GRANTOR'S entire parcel is adached hereto as Exhlblt "A" which is Incorporated by reference. ' o Except as may be ofharwlse set forlh heroin, DISTRICTS rights shall be exercised upon that = F CI_— portion of the Property described as tallows: 3 ram- (1) R ht-of•Wa . All street and road rigttis•of•way as now or hereafter designed, ed andlor cOOStted within the Property dedkoled for use by the public as t� plailnrc C V shown on Exhibit "B" which Is attached hereto and Incorporated by reference; (2) Area A InI R hl•of-Wa . A strip of lard ten feet in width located within the 9P + Property lying parallel to and adjoining lhd area describad In (1) above; and l (9) Area Outside of Right—of—WayRight-cf-Way and Ad inin Area. An area of land within the a � = Property but located outside of the areas descrbed in (1) and (2) above, occupied t by certain of the DISTRICT'S sower system facilities, whether existing or to be p conslrucied, as described on Exhlblt "C" attached hereto which Is incorporated by reference. GRANTOR furlher grants to DISTRICT the right of access over and o across the Property to and from ttse easement area described In such Exhlttlt "C". v GRANTOR understands Ihal the descriplions described In Exhlblts "B" and "C" altached hereto may vary from the actual location of DISTnICT'S sewer system facilities. 11 Ihe-aclual location of any of �• such ladlides are materially different than as described herein. DISTRICT shall prepare amendments to the appropriate exhibit hereto with an agreament to rnodty such exhibit and shall present the same to GRANTOR for execution, in such event GRANTOR shall promptly execute such modification agreement w and deliver suchdacument to DISTRICT for recording without requlring payment of additlonal ransiderallan- This Easement shaft be non-excklsive except as to the easement area described In Exhibit "C"' attached hereto, which part shall be exclusive. EJ U This easement is necessary in order that DISTRICT may lnstallortaks possessian of sewersystom x facilities as and when needed to furnish sewer service to property wilhln and wilhout DISTRICT boundaries; LL and for Such purpose, DISTRICT may, at such time as [)]STRICT delorrnines it necessary to do so, Install, n construct, maintain, operate, repair, andlor remavo and replace andfor make additions to sewer system facilities located on sald easement. DISTRICT agrees that when the work of Installing and/or constructing, removing andlor repal" and replacing andlor adding to such sewer systurn facimies conunences,:he work shall be performed continuously and completed In a reasonable time and with reasonable dispatch, laking Into account the nature of such work; and DISTRICT agrees that upon completion at such work, the surface of such '^ easement shall be restored and replaced to a condition substantially equal la that before the work was w,Lvplbewtam�rucamontf.et t I � . W , fJ r F, o O Z commenced, to the extent That it is practicable to do so, which shall Include replacement of shrubs and z slmiar plantings. r- The GRANTOR shall have the rlght to use the surface of said easement area so long as a GRANTOR'S use does not interfere with the work of repairing arWor removing and replacing androradding to the sewer system iaclklles and appurtenances, provided that no permanent building or structure of any kind shall be erected on said easement. The construction and Installation of asphalt and/or concrete paddng surfaces by GRANTOR shall be a permitted use. GFiANTOA agrees that no digging or other construction shall occur on the Property which would disturbs or endanger DISTRICT'S sewer system Iacillifes including the compaction of earth around such facibties. This easement shale be a covonant running with the land and shall be binding upon and Inure to the benefit of the parties and their successors and assigns. Y a IN WITNVSS WHEREOF, said GRANTOR has caused this Instrument to be executed this�d ref y� day of 19&. _ 4 GRANTOR; M ry �w r� y �//�Crr J7edt�L�E /JL+,7.K f�il�frt r pC a _ G a�y�.YAA ee►Pereflen par7nership,erile+tteA aetclaip {designate applicable entity} n 1w.,_ Z,/ � ` � � By Signature ("a.r TIle STATE OF WASHINGTON COUNTY OF KING I S5 �„ �,A On IhL day oi�, 198I before me, the undersigned, a Notary Pubkc In an _tor the q Slate of asNrVon, duly cam slaved and om, personalty ppeared 621w o me known to be the r al e that executed the fofogoing Instrument to bo the free and voluntaryacl and deed of s lot the uses and purposes tharein menlloned, and on oath stated that he Is authorized to execute the said Instrument. IN WITNESS WHEREOF, I have hereunto set my hand and afted my seal, the day and year first written above. lee in a or the State of Washington, residing at My convnlssl' expires i U_ w.Y.rplhowfo mlooswnanli.tr 2.5-x ❑ 0 M jdk W U_ - The Kest 201 teat of the Southwest quarter'of the Southwest quarter of Section 24, Township 2P N?rth, Range 5 East, W.H., = in King county, Washington. a LO: Beginning at the Northwest corner of the Southwest quarter of the Southwest qquuarter of Section 24, Township 23 Korth, Range > 5 East, W.M., in Icing County, Washington; thence East along the North line of said Southwest quarter of -� the Southwest quarter of Section 24, a distance of 201 feet; q thence North to the Southerly right of way line of County = o Road i thence Northwesterly along the Southerly ;right of way line of said county Road to the want line of said Section 24; C thence South along the West line thereof to the point of 01 .e beginning. W �� tercel C �c r eomenoing at a point on the East boundary -line of section M M 23, Township 33 North, Range 5 East, W. in Icing county. Q R- Washington, which point is North 04'12*43" East 1,358.73 feet tram the southeast corner of said Section 23 and South Ln 00.12143" hest 90.13 feet from the point of intersection of the above described East boundary line of said Section 23 and p the center line of the tract and right of way of the Columbia Cv and Puget Sound Railway; thence iron this true point of beginning South 00'12143" West 420.63 teat) thence North 81.35117" West 295.04 test; thence North 006126430 East 400 test, more or less, to a line concentric with and 90 fast (radial measurement) Southerly of the center line of the Columbia and Puget Sound Railway) thence Easterly along said concentric line 295 toot, more or lean, to the point of beginning. Pd9" A portion of a portion of the East half of the Southeast quarter of Section 23, Township 23 North, Range 5 East, H.H., In King county, Washington, described as followmr Beginning on the Easterly line of said subdivision at a point North 00'12*43" East 1,399.72 foot from the Southeast corner of said Section and South 00,120430 Hest: 90.13 toot from the intersection of said Easterly line with center of tract and right of way of Columbia and Puget Sound Railwayt thence South 00'12043" West 420.63 feat; thence North 81'35*17" West 295.04 feet to the true point of beginning; thence North 00612143" East 265.00 feet; thence North 81'35017" Neat 20.00 fast; thence South 00'12*43" West 265-00 feat) thence South 61435117" East 20.00 fast to the truce point of heginninn. _ 25 x I ❑ wtz, w 0 4 EE x z n a 0 Ab 4. .The land referred to In this comitment Is located In the county of King, State of Washington, and described as follows: THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.H., IN KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTERLY LIRE OF SAID SUBDIVISION AT A POINT NORTH 0.12'43" EAST 1,398.72 FEET FROM THE SOUTHEAST CORNER Of SAID SECTION AND - SOUTH 0.12'43" WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTERLINE OF TRACT AND RIGHT-OF-WAY OF COLUMBIA AND PUGET SOUND RAILWAY; THENCE SOUTH 0/124431 WEST 420.63 FEET; THENCE NORTH 81.35'I7" WEST 195.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 81035'17" WEST 353.00 FEET; THENCE NORTH 0*12'43" EAST 384.52 FEET; THENCE EASTERLY ON A 0'20' CURVE TO THE LEFT THROUGH AN ANGLE OF 2032'28" AN ARC DISTANCE OF 350.00 FEET; .THENCE SOUTHERLY TO THE TRUE POINT OF BEGINNING, EXCEPT THE EAST 100 FEET THEREOF;' AND EXCEPT THAT PORTION OF THE EXIST HALF OF THE SOUTHEAST QUARTER OF SECTION 23. TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.. IN KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS; BEGINNING ON THE EASTERLY LINE OF SAID SUBDIVISION AT A POINT HOATiI 01112143" EAST 1,398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0012'43" WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH 711E CENTER TRACT ARID RIGHT-OF-WAY OF COLUHBIA A PUGET SOUND RAILWAY; THENCE SOUTH 0'12'43" WEST 420.63 FEET; THENCE NORTH 81*35,171, WEST 295.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH O'I2143" EAST 265.00 FEET; THENCE NORTH 81.35111" WEST 20.00 FEET. THENCE SOUTH 0.12'43" WEST 265.00 FEET; THENCE SOUTH 816351174 EAST 20.00 FEET TO IHE � TRUE POINT OF BEGINNING; AND EXCEPT PORTION LYING WITHIN PRIKUY STATE !` HIGHWAY NO. 5. C1J CL Q CV 0) PAGE 2 EXHIBIT XHIBIT "Cm SEVER EhSEEMENNT LEGAL DESCRIPTION THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 23 AND SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTIi, RANGE 5 EAST, W.M. BEING MORE PARTICULARLY DE9CRIBED AS A FIFTEEN FOOT SEWER EASEMENT, HAVING 7.50 FEET OF SAID WIDTH ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE INTERSECTION OF THE EAST LINE OF THE WEST 201 FEET OF THE SOUTHWEST QUARTER OF SAID SECTION 24 AND THE SOUTHERLY MARGIN OF S.E. RENTON-MAPLE VALLEY HIGHWAY (S.R. N0.167, ALSO KNOWN AS P.S.H. No.5); THENCE RUNNING SOUTH O0'12'43" WEST ALONG THE EAST LINF OF SAID WEST 201 FEET A DISTANCE OF 14.34 FEET TO THE TRUE POINT OF BEGINNING; THENCE RUNNING SOUTH 82007'57" WEST A DISTANCE OF 399.54 FEET; THENCE RUNNING SOUTH 65-06'18" WEST A DISTACE OF 56.76 FEET; THENCE RUNNING SOUTH 81004'15" WEST A DISTANCE OF 287.87 FEET TO A POINT ON THE WEST LINE OF THE EAST 542.44 FEET OF THE SOUTHWEST (QUARTER OF SAID SECTION 23, FROM WHICH POINT THE INTERSECTION OF SAID WEST LINE AND THE SOUTHERLY MARGIN OF SAID S.E. RENTON-MAPLE VALLEY HIGHWAY BEARS NORTH 00012'43" EAST A DISTANCE OF 384.52 CC FEET, SAID POINT ALSO BEING THE TERMINUS OF THE HEREIN -DESCRIBED CENTERLINE. C\ ^, R V ^Q %i T V ) 556-01SI.LGL 15191 7aV--'• J O JOr15�r1F, y31mN PS SEATTLE .•-cr•' rTt. FORM D4 - CORPOl7ATFJPABTNERShiP SEWER EASEMENT x x NAME OF PROJECT: The undersigned GRANTOR, , &0z,AU . - JwrT�f.�i?�Ir� a _1�r3i�J.i�[,11-7L, +zrporatan, pan,iorsnip, or limited partnership (dasignale appticabte eraity} and Its successors, and assigns ('GRANTOR-), for arrd is cons'doration of the sum at One Dollar ($1.00) and other valuable Consideration, the receipt of which Is he reby acknowledged, hereby conveys and grants to CEDAR RIVER WATER AND SEWER DISTRICT of King County, Washington, a muriLtalcarporation, ., and its successors and asslgns rOISTRIC71 a perpetual easement for the Installation, operation, maintenance, replacement and repair of sewer system facllifies located under, across, along, in and over the tollowing described real property ('Property") located In King County, Washingtorr: Legal Desi riplion of permanent Sewer Easement Legal Description of GRANTOR'S entire parcel is attached hereto as Exhibit "A" wSch It incorporated by reference. 1 Td Except a5 may be otherwise set Ionh heroin, DISTRICTS rights shall be exercised upon that jN portion of the Property described as follows: Ffight-of-Vk Ad street and road 6ghts•ol•way as now or hereafter designed, n a platted and/or constructed within the Property dedicated toe use by the public as U; shown on Exhibit "B" which is attached hereto and Incorporated by reference; (2) Area Adlolninq F&"-of-Wad. A strip of tand ten feel W width located within the PmpeRy lying Parallel to and adjoining the area described in (i) above; and (3) Area Outside of Right—at—WayR!ght-at-Way and AdMgM Area. An area of land within The Property but locatedoumide of the areas described In (t) and (2) above, occupled by certain of the DISTRICTS sewer system lacililles, whether existing or to be constructad, as described an Exhibit "C" attached hereto which is Incorporated by reference. GRANTGFI further grants to 018TRICT the right of access over and S across fhe Property to and Irom the easemerd area described In such Eahlbk "V. J. GRANTOR understands that the descriptions described In ExhlbAs "8" and "C" attached hereto may vary from The actual location of DISTRICT'S sewer system facillales. N the actual kscatWn of any of such facilities are materially d4lereni than as described herein, DISTRICT shalt prepare amendments to the appropriate exhibit hereto with an agreement io madity such exh" and shall present the sent* to GRANTOR for execution. in such event GRANTOR shad promptly execute such modication agreement and deliver such dbeurncnl to DISTRICT for recording wdhoui requiring payment of additional consideration. � r u This Easement shalt be rton•exclusive except as to the easement area descrbed in Exhlblt'C" attached hereto, which part shad be exclusive. This easement is necessary In orcler that DI STS fCT may Ntslall or take possasslon of sewer system x facilities as and when needed to furnish sewer servica to pmperty within and wdwut DISTRICT lewndarfes; and far such purpose. DISTRICT /clay, at such lime as DISTRICT delerrrrines It necessary to da so, Install, construct, maintain, operate, repair, and/or remove and replace and/or make addillons to sewer system facilities located on said easement. >a w DISTRICT agrees that when the work of inslatling and/or constructing, removing and/or repairing and replacing and/or addirfq to such sower system facilities commences. the work shalt be performed continuously and compleled in a reasonable One and with reasonable dispatch, la'AV Into account the aalum of such work; and WSTRICT agrees lhai upon completion of such work, the ofu h� easement shall be restored and replaced to a condition substantially equal to IhM be w:lvrp4har4farmlenwman4 a 25 a 0 w cornmericed, to the extent that It is pradWbte to do so, which shall lrckrde replacement of shrubs and � sirt�ar piar>iingy. s The GRANTOR shaft have the riot to use the surface of salt easermM area so long as GRANT'OR S use does rsot lrAorfere with the work of repainngar4(or retm%&g and repladng ardor adding zto the sewer system Facilities and appurtenaras, provlded that no permanera bulk%V or structure of any -- khrd shag be erecled on said easen rc The construction and Ir slaNatWn of asphalt anNor conuele parking surfaces by GRANT08 shalt be a permilted use. 'GRANTOR agrees that no digging or other consk icllorw shad occur on the Property whkh would disturb or endanger DISTRICT'S sewer syslam tacilitles including the cnmpacbon of earth around such facilities. n h This easement shall be a covenant running Wi%the land and shall be binding Upon and inure to the benefit of the panlos and Chair successors and assigns. 3w IN WITNESS WHEREOF, said GRANTOR has caused this Instrument to be executed this c day of ix3 . the r GRANTOR' Cr,-�.a� a corporation, partnership, or tiutrited ' r partnership (designale applicable entfEyyj: _O i C CV Ely. +gnalaTe Q? Ti11B 'r f STATE OF WASWNGTON COUNTY OF KING SS On this 2.3- - day of �� &:6lore me, the undarsigned, a Notary Puble in and for the State of WasNngtan, duty oommissioned and Sworn, personally appeamd�2Qz'_T"- to sue knowr► to be the IN11lt�/FGlAL rt"y.cJc5'� d_ i� . - the that exevAed the laregoirrg fnstiumarnl to be the frea and voluntary acl and deed of Sakf—DQCZW1A--v7- __,_:, for the uses and purposes therein montionad, and on oath stated that he is authorized to execute the said Instrument. IN WITNESS WHEREOF, I have hmunto set my hand and affixed my seal, the day and year first wdttan above. No Pub in and For ate of 1Washiagton, residing at My issktn a es w:5wplbawturm`4aryrnartt..0 a J 1.1 E.SCYhB i " A,:' Parcel A _* Y The West 201 fast of the Southwest quarter'of the Southwest quarter of Section 24, Township 2l North, Range 5 East, N.M., in King County, Washington. PnrceL BB Beginning at the Northwest corner of the Southwest quarter of the Southwest quarter of Section 24, Township 23 North, Range 5 East, W.K., in King county, Washington; thence East along the North line of said Southwest quarter of the Southwest quarter of Section 24, a distance of 2ol fact; thence North to the Southerly right of way line of County Roadi thence Northwesterly along the Southerly right of way line of said County Road to the west tine of said Section 24; thence South along the Went line thereof to the point of beginning. Parcgi C co"encing at a point on the East boundary -line of B■ction Cr 23, Township 23 North, Range 5 East, W.M., in King county, ti Washington, which point is North 04'229430 East 1,398.72 feet from the southeast corner of said Section 23 and South !ri 00.22143" West 90.13 feet from the point of intersection of N the above described East boundary line of said Section 23 and CD the center line of the tract and right of way of the Columbia � and Puget Sound Railway; thence from this true point of beginning South 00012'43" West 420.63 feet; thence Borth 81.3P 27" west 295.04 feet; thence North 00'12143" East 400 feet, more or less, to a line concentric with and 90 feet (radial measurement) Southerly of the center line of the Columbia and Puget Sound Railway; thence Easterly along said concentric line 295 feet, more or leas, to the point of beginning. Parcel D A portion of a portion of the East half of the Southeast quarter of Section 23, Township 23 North, Range 5 East, W.H. in King County, Washington, described as follows: Beginning on the Easterly line of said subdivision at a point North 00112143" East 1,398.72 feet from the Southeast corner of said Section and South 00.12143" West 90.13 feet from the intersection of said Easterly line with center of tract and right of way of Columbia and Puget Sound Railway; thence South 00'12143" West 420.63 feet; thence North 81.35117" Meet 295.04 feet to the true point of beginning; thence North 001121430 East 265.00 feet; thence ?forth 81035117" West 20.00 feet; thence South 00'12143" West 265.00 feet; thence South 61*35127" East 20.00 feet to the true point of beginning. 25x!❑ O 4. ' The land referred to In this commitment Is located to the county of King. State of Washington, and described as follows: THAT PORTION OF THE EAST HALF OF THE SOUTHEAST gUARTER OF SECTION 23. TOWNSHIP 23 NORTH, RANGE 5 EAST. W.M.. IN KING COUNTY, WASHING70N. DESCRIBED AS FOLLOWS: BEGINNING OH TILE EASTERLY LIME OF SAID SUBDIVISION AT A POINT NORTH 0*121430 EAST 1,398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND' SOUTH Od12'43" WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTERLINE OF TRACT AND RIGHT-OF-WAY OF COLUNRIA AND PUGET SOUND RAILWAY; THENCE SOUTH 0112143' WEST 420.63 FEET; THENCE NORTH 81035'17" WEST 193m FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 81'35'17" WEST 353.00 FEET; THENCE NORTH 0"12'43" EAST 384.52 FEET; THENCE EASTERLY ON A 0328' CURVE To THE LEFT THROUGH AN ANGLE OF 2032128" AN ARC DISTANCE OF 350.00 FEET, THENCE SOUTHERLY TO THE TRUE POINT OF BEGINNING; EXCEPT THE EAST 100 FEET THEREOF;' AND EXCEPT THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH. RANGE 5 EAST. N.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING ON TILE EASTERLY LINE OF SAID SUBDIVISION AT A POINT NORTH 0012'43" EAST 1.398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0.12*430 WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTER TRACT AND RIGHT-OF-WAY OF COLUMBIA A PUGET SOUND RAILWAY; THENCE SOUTH 012143" WEST 420.63 FEET; THENCE NORTH 811,35117' WEST 295.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0°12'43' EAST 265.00 FEET; THENCE NORTH 81.35117" WEST 20.00 FEET, THENCE SOUTH N— O.12143" HEST 265.00 FEET; THENCE SOUTH 81'35'17" EAST 20.00 FEET TO THE I,.— TRUE POINT OF BEGINNING, AND EXCEPT PORTION LYING WITHIN PRIMARY STATE Co— HIGHWAY NO. 5. C\j Cu c� - C%�J m PAGE 2 1, . =hveII s s BAIMA $ HOLMBERG INC. nhihi t "C'• ^riser P.a rcnrnt r.oLi, 1 Da: nrilat iron Thal portion of Ll:e Suut.heast gem -tor of Nectiran 23 and southianur quartar uF Wal On 24, Township 23 Wirth. Ruign 5 Fart, f OL. de:;tribal as a fiEteen loot sewer Pavement whr=. r-enter-lirlu i^ r4t5c:rihi!d as follown: Bpginning at the i nl orr.e<-tion of t hca T a^r 1 ine of OF,- Well 2ol foot of the Aouth/we::I quarter of ,aid Bert.ions, Ind the noutherly margin ref SE Runtan Maple Valley highway MR. 1671 alnn kmwn do PSI! No. 5; Thence South r}p424B" Ikut altanr3 the Eiint lint, ref ,arid Went. 201 feet, a di:atanc:e of 342.96 r0FA, tF, .Irtd tho trou paint of heFlirening. Thence 0 89-10 13 W, a rlintance of 43?,.35 feet to reference point "A"; Thnnee G :1204-14 Sir o Mutance of 4RAJ Net to reference POW "It"; 'Thence S 76--41`1 46 id, r rli;:t.;ttlr,r� of 186.13 Put; 'thence S 85-03-40 W, a dirsraar.r• A 30409 feet to the terminus of said cent —line. Together with a liftren font wide newer easement whe>t:e r-nu,,rtine i:r dctsCritakr() -; fallow.: Beginning at said reforenc•e paint "A"; Thence; S 67-50-38 F., a di:rtance of .3%-55 f—t: Thence S 2.3-16-34 W, a r)ictance aE 173.05 feel: t.o reference point "C"; Thonnn 8 7-13--12 E, a dktanc.e of 156.66 feet tea the terminus of staid contarline. Together with ,a liftoun foot sewer vjsement whose centerline is described a. followo: BeginnLog at ,aid rrQrence paint "C"; Thence N B7-•17-45 W, a distance of 1711,38 feetto the terminus of said centerline. 1'ogcthc!r wil'.h ,t fifteen foot. ,ewer ranemeut whnso centerline it de vii-ibud an Follows: Beginning at :lair) referpnce point. "B"; Thence µ 03-0.1-00 lr, a distance of ?,10.23 fert.; Thence „ 136-43-17 F, a di .lance of 1-19.03 filet, to the tiarminu:: of said centerline. Situate in king Cc,unty, Washington ISW, W GILMAN BIND a SUITE, #7 ISSAOUAHI - WA$HINGtON W027 . 2MJ92-0250 Pa t j 1 7 r i " 25x ❑ Right of Entry Agreement M Renewal TCt CaMevision of Washington, Inc. 15241 Pacific Highway South Seattle, Wa, 98188 PROPERTY OWNER PROPERTY Name: ROBERTE. MCCORMICK Name: VALLEY VIEW MOBILE HOME PARK Address: 191 MAPLEWAY ROAD Address: 164405 MAPLE VALLEY HWY City: SELAH, WA 98942 City: RENTON, WA 98058 Contact Person: Contact PCNOW Telephone: Telephone: This Agreement entered into this . t`' day of tjuX , 1994, by and between TCI Cablevision of Washington, �Tnc. (" and ROI3ERT E MCCORMICK ("OWNER") Incated at 191 MAIL WAY ROAD, SELAII, WA 9894? pIn consideration of the mutual covenants, benefits. and promisesset out herein, the parties d mutually agree as follows: O L OWNER hereby grant,~ to COMPANY the right to construct, install, awn, upgrade, operate and maintain equipment necessary to provide cable television service ('SYSTEM"), upon the erorly and within the building(s) consisting of 48 units located at pe 16405 MAPLE VALLEY HWY in the city of RENTON, and the county of KENG, in the state of Washington (the"PROPERTY"). 2• Subject to the availability thereot'pursuant to applicable programming agreements, and the terms hereof, it is undersloW and agreed that the programming services offered by COMPANY hereunder will he those generally provided to the community. COMPANY reserves the right from time to time and at any time to modify or change such programming_ �}! 3. W R sri p ►vide, itb ut charg • to the COM Y, ad to sRa a nd l/f fr„�r elect 'cit ,and rig f access t the const u ion, the. ' n,operati tnatm ance and r it of the 5 I'EM, an or markedn disconneeti and mai fining i rvice �if fi to resi nts of the OPERTY including, i ecessary, a to any ck d coo odour that r ains the 1PANY' SYSTEM. 4. COMPANY shall construct, upgrade, install, own and maintain the SYSTEM in the i/ building(s) described above, in accordance with all applicable regulations and codes. All parts of the SYSTEM on the PROPERTY, regardless of whether installed within or outside of building(s) and whether installed overhead, above, or underground, and shall remain the personal property of the COMPANY, and shall not be considered a fixture to the real estate or fixtures of the building(s) located thereon, nor shall any part of the SYSTEM be used at any time by or for the benefit of any parry other than the COMPANY- 5 COMPANY agrees to indemnify OWNER fur any damage caused by COMPANY arising from or relating to the construction, installation, operation or removal of such facilities by COMPANY. COMPANY agrees to maintain public liability insurance covering its activities on the propperty, in amounts of not less than $500.000 for injury to any one person, $500,000 aggregate Gar any single uccurrcnce, and at least $500,OW for property damage. o0101 04 too 90SO334 , r*O WX 0 00:0 -01 O29040105ti 17 6. TYPE OF ACCOUNT. INDIVIDUAL RATE ACCOUNT, (Initials of OWNER). OWNER agrees that COMPANY shall have the right to m3rve and contract with individual residents of the PROPERTY for service, who shall be charged and billet) individually for connection to the SYSTEM at the COMPANY'S regular and current monthly service rates, including applicable taxes and connection charges applicable to the service ordered. 7, By execution of the Agreement OWNER hereby grants COMPANY a Right of Entry and Easement over, across, along and under the PROPERTY for the construction, installation, marketing, disconnectinb maintenance, repair, and replacement of all parts of the SYSTEM to serve the PROPERTY and/or adjoining, properties. S. OWNER agrees that resident managers will notify tale COMPANY if and when they became aware of any damages to the COMPANY'S equipment including, but not limited to, lock boxes, cable, vault and converters. 9. It is understood and agreed that COMPANY may abandon its facilities in place and shall not be responsible for the removal thereof if such abandoned facilities will not interfere with the use and occupancy of the PROPERTY. The facilities will not be considered to be abandoned unless written notice to the effect is given by COMPANY to OWNER. 10. The term of this Agreement shall be for a period of 15 years, from the date first written above, renewable upon mutual agreement between COMPANY and OWNER for an additional term of 15 years, however, the COMPANY may terminate this Agreement Cat with thirty (30) days notice to the OWNER if COMPANY is unable to install or maintain the cubic television system because ut' any governmental law, rule or regulation or due it> any other cause beyond the reasonable control of the COMPANY. Should the OWNER tq elect to subscribe to a Bulk Rate Account for a term to be less than full terns of this O Agreement, upon termination ur expiration of the Bulk Rate Agreement term the V OWNER ma renew that said Bulk Rule Agreement or convert to the individually billed rate accounts) for the remainder of the term of this Agreement as outlined in section six (6), paragraph One (1) herein. 11. This Agreement supercedes any and all other Right of Entry Agreements between the parties, either oral or in writing, and replaces all other or previous Right of Entry Agreements relating to > the subject matter hereof for the PROPERTY. 12, "I'he benefits and {obligations of this Agreement shall be considered as a covenant running with the land, and shall inure to the benefits of, and be binding upon, the successors. assignees, heirs and personal representatives of the OWNER and COMPANY. OWNER agreces to disclose said agreement w any subsequent OWNER of the property. I1 13. legal a is nc ry to u e any r sion o is Agr eat, t prevat g e c« part in such ester tiltal be east)] to rccu r its cos and a nses of -uch a;;; �.� inc ng re- attt cy's fee.' a detcrmi d purstt to sec ctiOn. i rf 14. The undersigned OWNER or authorized absent here }�y represents that he/she is the OWNER of the PROPERTY, or the authorlLed agent of the OWNER, with full authority to bind the OWNER to the terms and conditions of this Agreement. 15. The OWNER shall not use nor permit the use of the COMPANY'S SYSTEM installed by the COMPANY or its agents, or any part of such SYSTEM for any purpose: other than the transmission of the COMPANY signal. In particular, but without limitation, the COMPANY'S SYSTEM shall not carry signals from or Ixiome attached to a master antenna. individual outdoor antennas, antennaa for reception of signals from satellites, other cable systems or operators, or any other means of providing television signal. _ A 16. The OWNER agre4's that the Services provided herein are for the private viewing only of its tenants, homeowners, occupants and residents. 17. The OWNER understands that the Agreement is not binding upon the COMPANY until signed by an officer of the COMPANY. OWNER: ROBERT E. MCCORMICK tgsatuye Its: a,, f Date: % ^ 7� Date COMPANY: TCl Cablevision of Washington, Inc. By; an rty Its: State Vice President FkWrrw NOTARIZATION OF OWNER/AUTHORIZED AGENT SIGNATURE STATE OF WAS1-HINGTON ) } COUNTY OF y�kim. ) SS On this Bth day of �J1 , 1994, before me, a Notary Public in The State of Washtrtgian,ersanaliy appcar�e �'(� oberr_ E Mct:ormictcfl/! to me known to be the individual dcscrthed in and who execute t e wit En an oregoing instrument. and acknowledged that he/she signed the same as his/her free and voluntary act astd deed for the uses and purposes therein mentioned. WHER EOF, l have hereunto set my hand and offical seal the day and year Expires' Gz 5,- /�; 17 U? 0 STATE OF WASHINGTON ) ) SS COUNTY OF KING ) On December 7, 1994, before mc, a Notary Public in and for said State, personally appeared Dan McCarty, known to me to be the Vice President of the corporation that executed the within Instrument, ]mown to me to be the person who executed the within instumeni on behWof the corporation therein named as COMPANY and acknowledged to me that such corporation executed the within Instrument pursuant to its by-laws or a resolution of its board of directors, WffNESS my hand and official seal, s 84,��i f `Ss10ro off' =Q:' NOTARY N!n — pup LIC Dorinda L. Buckles, Notary Public =� r!•. _ e �` In and for the State of Washington + i F; i ..... ; Residing at: Bothell. WA ``rrrrricsu`t� MyCorrunissionExpires: March30,1998 1 t i :z { s -�w AM RECEIVE!) „ $I$ DAY MASTER FOW RECOR ED FEB C; 21 ; p 188 BY CEDAR RIVER FTATER JR 6MR DISTR 81' Flj: NOTICE OF UTILITY CONNECTIRN F CHARGES )j[;:[ :;., � NOTICE IS HEREBY GIVEN that the Board of Commissioners of the Cedar River Water 5 Sewer District have adopted: In (1) Resolution No. 2285, as amended by Resolution Nos. 2403, 2404 .:; and 2471, or as may be subsequently ascended, establishing Oconnection charges for properties seeking to connect to the NDistrict's water system, and (2) Resolution No. 1708, as amended cx:) by Resolution Nos. 2404 and 2471, or as may be subsequently OD ascended, establishing connection charges for properties seeking to connect to the District's sewer system. All real property within the land area described on the attached Exhibit A, for r which a connection to the District's water or sewer systems is requested shall pay the applicable connection charges in effect at the date of connection. Information on the amount of the connection charges and any other applicable charges may be obtained from the District's office: 18300 S.E. bake Youngs Road, Renton, Washington 98058 (telephone 255-6370). The recording of this Notice is authorized under the provisions of RCW 65.08.170. DATED this a-.4 day of February, 1988. CEDAR RIVER WATT b SEWER DISTRICT �) iof Rx- pr ieque$t , OF }LING COUNTY sarles Terwillega , Pre dent r ' Byrvt rrc c Lu Samuel W, Green, Secretary STATE OF WASHINGTON ) COUNTY OF KING ) F:EC-D�F I certify that I know or have satisfactory evidence that i3 CHARLES TERWILLEGAR and SAMUEL W. GREEN signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged that they were the President and Secretary of CEDAR RIVER WATER & SEWER DISTRICT, to be the free and voluntary act of such party for the uses and purposes mentioned in the �� instrument. DATED: ' NOTARY PUBLIC in and for the state of Wash' ton, residing at NOMARY SEAL I My Appointment Expires 4 L - L} - V i i 1%V4z129 .r...,ORIGINAL � E '.i`�'h ksus+•+�. .Yrl.�:a��:; '�' ~=C= - f •. ,Cr• 5.4� j.•�;�.�;: ;' �� 88 _ • : �.� `, .� .1 ".1° ~ r; :`\';' I �S' �Z �23�_ lx'•r 24 ?9 27 r 26 —2 f 29 r+.. i �' ktT.: 5 3f?' f _ii_.'_._ :.�_':' ,r { '.K.�ti� •f ... .1.�......, I +° CEDAR RIVER WATER $ SEWER DIST47'RICT r 34 . _ 36 ` 31 32 33 Lni— Vjl .'!r.' f - • :� ..�. -- -•-- i 12 7 " 8 - ii9 •10� �...__ t t � 12 L. L.. NORTH i8 17 1$) �15 14 .� EXHIBIT A \.,•, � ., I �;�.:.; � _.., ` +"=1MttE `.' Y18 ? _ 20 » `+r+r`'i 24 I f • �c I • CORPORATE BOUNDARY r '' , ,,, ! i 2lli CEDAR RIVER WATER & SEWER DISTRICT ;x':: j t J } � } / {f ilii�ji iJ�f „i ., .J l j ;:�.u.j i { 'Svl •s i•_�.' Y'! [� '�' 1y� ? 1 ,� .•' •. "� 'i. s+.r_ t '1'(.(� .y41"'• tt`YYY` 1•• 9S jji irl 'ifii� �" i .M. •''^' ..i,S1' '�' '• ��• �••. (t..t, .t, � ..—. " -1 —41°. ;y, J•.:1, .I.. i. !i 41 1 ���' ���� - '• ' \' ��. rHuEqhG.GOIdSmitl) &ASSQCiaics,Inc_ y I" RECE170 iHIS DAY Return original to: Auc 4N 2 og 111'90 ,Tonson & 3onson, P.S. (REJ/ev) :iY it .. ` ��{ �F 904)eV24 41403 B 3000 Hank of California Center,, ,.T ; �F RECFEE 2.00 90D Fourth ,Avenue � RECD F 6.00 Seattle, WA 96164 ` ''' CRSHSL k r8.00 S5 AMENDED NOTICE OF UNPAID WATER CONNECTION CHARGES RECORDED BY CEDAR RIVER WATER AND SEWER DISTRICT NOTICE IS GIVEN that the Board of Commissioners of Cedar River Water and Sewer District recorded a Notice of Utility Connection Charges under King County Recording No. BB02220455, that subsequent thereto, property has been annexed to the District to expand its boundaries, therefore, District hereby amends such notice to include additional real property outlined on the map attached as Exhibit A. All properties within the land area outlined on Exhibit A seeking to connect to the water system of Cedar River Water and Sewer District shall pay to District the applicable connection charges in effect at the date of connection. Information on the amount of the connection charges and any other applicable charges may be obtained from the District's office at 18300 Southeast Lake Youngs Road, Renton, Washington, 9805B-9799 (telephone number 255-6370). The recording of this Notice is authorized Under the provisions of RCW 65.08.170. Dated this o�y of August, 1990. CEDAR RIVER WATER AND SEWER DISTRICT OF KING COUNTY, WASHINGTON, a. municipal corpor a, / By: / t ent 01 By: Secretary STATE OF WASHINGTON ) ) ss Comm OF KING ) I certify that I know or have satisfactory evidence that CHARGES TERW-TLLEGAR and WALTER CANTER signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged that they were the President and Secretary of the Board of Commissioners of Cedar River Water and Sewer District, to be the free and voluntary act of such party for the usms and purposes mentioned in the instrumer ,a Dated: a�.,�5... O.1 -"3 Notary Pub n ling oF*� tate of Washington vi�' My appointor sA r5tq, . -1 3/9241-1/00nnCb9n.890 s • V f: ..fir. ORIGNAL r9304E3.2ti0 03:33'. 0 ?'l Rig [BUOY REC6ni" 7'2 iC6 9.GG w STEWART TITLE COMPANY •a r.rrn..,.. FILED f0A RECORD AT REOUEST OF WHEN RECORDED RETURN TO Noma Continental Escrow Company Address 615 SE chkalov Ste 3 cim stab. zM uver Wa 98684-5200 TWS SPACE PROVIOEO FOR RECORDER'S a 0 a O 0 01 to r 0 I21227N r0 ' LfiB No. 12 tl7 �, QlJlt Ci81n7 Deed Y] N THE GRANTOR Randall B Hemaingsen and Molly S Hemmingsen, Husband & Wife M (q and Stanley R McDonald and Gwen g McDonald, Husband & Wife M �j a .4 "For end in consideration of pareints to Child -love 6 affection W d 0 conveys and quit claims 10 Randall B Henuningsen and Mo11y B Herraingsen, Husband & Wife 7J . Ihs lotlowfng described real aHata, siteefed in IM Caw Mv 4I King. 51a4a of WaehinpioM1 Iopolhor wn all allot ecgalred title of the 9rantwlal therein. Lot 6, Block 5, Golden View, an addition to the City of Seattle, 4 according to the plat thereof , recorded in Volume 27 of plats, page(s) 28, in King County. Washington. rr r, ij La [LZ STATE OF WASI IDVG rON, �� pp ��, ss ;7h ly � -•Y�' (� Xrtify thatl aw o have saz2stactory evidenix that iC L#�*,c iPn who bemeand person adcnowlCdged ttot b sga this insutltncet aodaclMowled edtttobe v fim=duolanmryactforthcusGsaadpsupastsM=Uoncd to siaummcr)L Notary Public in and for Xlre Stare of W=hfr4ron, �,r. rQ ts.t,T rcafding at 0--"- V -'� Ilj '� = ,� ' hly ap�oinbirrnt rzpires � • � � q 4f f •3304E3-220 05.330 III KIru Caugly FECC 5 C0 IN BAD A�T STEWART TITLE COMPANY •A Ir.dnnr• FILED FOR RECORD Al REQUEST OF WtIFN RECOADED RETURN TO Name Continental Escrou Company Address 615 SK chkalov Ste 3 CIIy. SIaIe, zqancXLuver. Wa 98664-5200 (TWS SPACE PROVIDED FOR RECORDER'S USE I O O Q1 In +1 01 N 4 121227N V Quit Claire Dead �a"° �� M THE GRANTOR Randall B Hemmingsen and Molly B Hemmingsen, Husband h Wife N and Stanley R McDonald and Gwen E McDonald, Husband S Wife o 07 m (1,rfor and ih considarallan PF parents to child -love & affection 41 W iQ CCnYoys and quit slaiml< to Randall B Hemmingsen and Molly B Hemmingsen, Husband & Wife ehc rollowin1J de,eribad roof esldlQ. smialod iA 1ha Counly 01 King lafluthe, w+d. all ahaf acgallad 1i110aI Iha Qrantarla) Iharein: Stalo aF Waehinytun: Lot b, Block 5, Golden View, an addition to the City of Seattle, o according to the plat thereof, recorded in Volume 27 of plats, page(s) 28, in icing County, Washington. 1: PI n t� ii i ca % d April 19th F9 93 n a e n S a:►ley TWe-Donald Jay �l 2i4�.tf� o y emmingse *mgm y= Gwen E McDonaia w BSI Seuekary •5ra111nGtoM. 1 WAR 01 WA MMOOK 04 W. 11.1 I Inc.+ {. k. Illel In wd1.[ W.1 / 1 s. Wl M.1..•ew a lyre ..0011.+l ftll"e lk.l --- - • .- -_ - - -- ey -R- ` Gwen-E-McDona-1- - as en."o ..ke _ , •-• - y-__ H 1{4 W-111 w10.w-0 k.l.'. m•. m..nd IHi p.rMnlll xkwgw11aj1d 1kN Itl Md.lkryl Nanb IM. u 1U 1. 9. .o.l{I..I.P..4gpo Ikot I5r;Iheli.l,n.a 1h. l.aMMn1..0 011h.16IbQ lhll_-`---T •�-••� ..-.-.-..Wk.nIW 1...KVN d 111. L. Ih xYR,la..+I 11e1 ..e •elYntyr .el ly N• u le. InrIN.W Md XtM i.dyed 11 e1 Ike _ 1•Pned In lk.l n.4us1.n1 A, � L•.•/1 OO d, - Ie w 1M h.e ehd rdenl.n Icl `..•r'/yr+•• loch w+ly 1N Ih. We. s,d ptlrpp,e{.ne.110A.Q Iw 1Me I.W.-P.J. --.Apl[i �•— i993 • �S YYVV ;u NU I A H fr" rN Me slab el W.1MPale.-rohlIt I. mad IN ime stile *I w .AL41i , •-•' W" J 20030226000923.001 Or iiiiii 2003022A T MOBILE � PAGE rj OF 005 K S 1IJ7 FILED for Record at Request of Name U Addreaa City Memorandum of Lease Assessor's Parcel Number 232 305 9029 09 Between Robert MCCorrmck<and>Joyce L McCormick ("Landlord") and Voicestream PCS III Corporation, a Delaware corporation ("Tenant") A Site Lease with Option (the "Least") by and between Robert McCormwk<and>Joyce L McCorrruck ("Landlord") and Voicestream PCS Ill Corporation, a Delaware corporation ("Tenant") was made regarding a portion of following the property Abbreviated Legal Description STR 232305 TAXLOT 29 PDR OF SE 114 OF STR 23-23-5 & POR OF SW 114 OF 24-23-5 BEG AT SE 114 COR OF SD See Attached Exhibit "A" For complete legal description incorporated herein for all purposes The Option is for a term of twelve (12) months after the Efi'eMtve Date of the Lease (as defined under the Lease), with up to one additional twelve (12) month renewal ("Optional Penod") The Lease is for a term of five (5) years and wi 11 commence on the date as set forth in the Lease (the "Comrnencenimt Date") Tenant shall have the right to extend this Lease for five (5) additional five-year terms IN VK NESS WHEREOF, the parties hereto have respectively executed this memorandum effective as of the date of the last party to sign LANDLORD Robert McCormick � ✓ r By Printed Name Its Date' 0; LANDLORD Joyce L McCounick By -t — A - V(�� PnntedNariw f - r its Date 20030225000923.002 TIxNANT Voicestnemtr PCs ]I] hon, a Delawarc corporation By Pnmed Name Bryon Csu Its Vio PresidenL Westem Region Date _ (,/ -�; 20030225000923.003 jNotary block for Individual] STATE OF WASHINGTON COUNTY OF U�""`�� ) yJ�l eCorrM c I cemfy that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that he/she signed this instrument and acknowledged it to be his/her free and voluntary act for the rises and purposes mentioned in the instrument Dated -q - DO\ / Al z. - - (Use this space for notary stamp/seal) [Notary black for Tenant] STATE OF WASHfNGTON COUNTY of K-t r► Notary biblic + Print Name ��a��.ir� ��'n cosie-(fa My commission expires i Z` 5�r7l3 _ _ ) ss Y certify that I know or have satisfactory evidence that urir�exsa is the person who appeared before me, and said person acknowledged that he/she signed this uistrument, on oath stated that he/she was authorized to execute the mstrument and ackmowledged it as the - VP K)!A on of VoiceStream PCS III Corporation, a Delaware Corporation to brty e the free and voluntwy act o such pafor the uses and purposes mentioned m the instrument Dated (o -5 -2000 a ',,,,,.It,,", • E I, �j° tR i tT-9% �0'•O'� WAst'►����••, (use ibis space for notary stamp/=I) kA- -k�-�1 T Notary Public Print Name IYlie.:-ie.(le._-- My commission expires to_-i3 - 200 I Site Number: SB4627C Site Name. Maplewood Golf Course/PSEWeCormick Market Seattle 20030226000923.004 t Mcmorandum of Lease EXHIBIT A Legal Description PARCEL A The Property is legally described as follows - The west 201 feet of the southwest quarter of the �outt,we_�t quarter of Section 24, Township 23 North, Range S East, W M , in King County, Washington PARCEL B Beginning at the northwest corner of the southwest quarter of the southwest quarter of Section 24, Township 23 North, Range 5 East, W M., in King County, Washington, thence east along the north line of said southwest quarter of the southwest quarter of Section 24, a distance of 201 feet, thence north to the southerly right of way line of county road, thence northwesterly along the southerly right of way lane of said county road to the west line of said Section 24, thence south along the west line thereof to the point of beginning PARCEL, C Commencing at a point on the east boundary line of Section 23, "Township 23 North, Range 5 East, w M , in Icing County, Washington, which point is north 0°12'43" east 1398 72 feet from the southeast corner of said Section 23 and south 0'12'43" west 90 13 feet from the point of intersection of the above described east boundary line of said Section 23 and the center line of the tract and right of way of the Columbia and Puget Sound Railway, thence from this TREE POINT OE" BEGINNING south 0"12143" west 420 63 feet, thence north 81'35'17" west 295 04 feet, thence north 0012'43" east 400 feet, more or less, to a line concentric with and 90 feet (radial measurement) southerly of the center line of the Columbia and Puget sound Railway; thence easterly along said concentric line 295 feet, more or less, to the point of beginning, X, EXCEPT any portion thereof which lies northerly of the southerly margin of Southeast Renton -Maple valley Highway (P S H No 2) as established by deed recorded under Recording Number 1545508 AND EXCEPT that portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 East, W K , in King County, Washington, described as follows Commencing on the easterly line of said subdivision at a point north 0'12'43" east, 1,399 72 feet from the southeast corner of said section and south 0'12'43" west, 90.13 feet from the intersection of said easterly line with the center tract and right-of-way of Columbia & Puget Sound Railway; thence south 0612'43" west, 420.63 feet, thence north 81635'17" west, 295.04 feet to the TRUE POINT OF BEGINNING, thence north 0012'43" east, 265.00 feet; thence north 81035.17" west, 20.00 feet; thence south 0612'43" west, 265.00 feet; thence south 81035117" east, 20.00 feet to the TRUE POINT OF BEGINNING, AND EXCEPT portion lying within Primary State Highway No S. 20030226000923,005 Memorandum of Lease E3CHIBIT A Legal Description The Property is IegaIly described as follows: PARCRI, F The north So feet of the east 350 feet of Tract A of the plat of Valley Faire II, according to the plat thereof recorded in Volume 131 of Plats, pages 39 through 43, inclusive, in King County, Washington, as measured along the north line of said 'Tract A PARCEL D A portion of a portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 East, W M , in King County, Washington, described as follows Commencing on the easterly line of said subdivision at a point north 0'12143" east 1398 72 feet from the southeast corner of said Section and south 0°12'43" west 90.13 feet from the intersection of said easterly line with center of tract and right of way of Columbia and Puget Sound Railway; thence south 0'12'431 west 420 63 .feet, thence north 81`35'17" west 295 00 feet to the TRUE POINT OF BEGINNING, thence north 0'12'43" east 265 00 feet, thence north 81'35'17" west 20 00 feet, thence south 0*12743" west 265 feet, thence south 81035'17" east 20 00 feet to the TRUE POINT OF BEGINNING PARCEL E That portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 East, W_M , in King County, Washington, described as follows Commencing on the easterly Line of said subdivision at a point. north 0'12143" east, 1,398.72 feet from the southeast corner of said section and south 0'12'43" west, 90 13 Meet from the ,intersection of said easterly line with the centerline of tract and right-of-way of Columbia and Puget Sound Railway; thence south 0012'43" west, 420 63 feet, thence north 81*35117" west, 195.04 feet to the TRUE POINT OF BEGINNING, thence north 8i'35'17" west, 353.00 feet, thence north 0*12143" east, 384 52 .feet; thence easterly on a 0'28'curve to the left through an angle of 2032128", an arc distance of 350.00 feet; thence southerly to the TRUE POINT OF BEGINNING; EXCEPT the east IGO feet thereof; 20031106001209.001 RETURN ADDRESS. - Washington Mutual Bank Yakima Cammeraai Banking Cenier 211 E Yakima Avenue Yakima. WA 9E901 DEED OF TRUST DATE October 29, 2003 Reference # (if applicable) Grantor(s) 1 McCormick, Robert E 2. McCormick, Joyce L. Grantees) 1. Washington Mutual Bank 2 Pacific Northwest Titlo Company, Trustee 0131 Additional on page Legal Description. PTH TRACT A, VALLEY FAYRB II, VOL. 131, PGS. 39-43, PTH 9V 24-23-05 5 SE 23-23-05 Additional on page Assessor's Tax Parcel )D# 232305-9029-09 THIS DEED OF TRUST is dated October 29, 2003. among Robert E. McCorrmck and Joyce L. McCormick, husband and wife, whose address is 191 Mapleway Road, Selah, WA 98942 ("Grantor"), Washington Mutual Sank, whose marling address is Yakima Commercial Banking Center, 211 E. Yakbna Avenue, Yakima, WA 98901 (referred to below sometimes as "Lender^ and sometimes as "Beneficiary"), and Pacific IYarthwest Title Company, whose mailing address is 215 Columbia Street, Seattle, WA 98104-1511 {referred to below as "Trustee"). 20031105001209.002 DEED OF TRUST (Continued) Page 2 CONVEYANCE AND GRANT For valuable cone rderation. Grantor conveys to Trustee in trust with power of sale, fight of ei and possession and for the benefit of under as Beneficiary, all of Grantor's right, tide, and interest in and to the following described rest property, together with all existing or subsequently erected or affixed buildings, improvements and fixhires, all easements, rights of way, and appurtenances, all water, water rights and ditch rights [including stock in utilities with ditch or Irrigation rightslr and all other rights, royalties, and profits relating to the real property, including without limitation all minerals, oil, gas, geothermal and similar matters, {the "Real Property") located in King County, State of Washington See Exhibit "A" attached hereto and by this reference incorporated herein The Real Property or its address is commonly known as 16405 Southeast Maple Valley Highway, Renton, WA 98058, The Real Property tax identification number is 23230"029.09 CROSS-COLLATERALIZATION In addition to the Note, this Deed of Trust secures all obligations, debts and liabilities, olio interest thereon, of Grantor to Lender, or any one or more of them, as well as all claims by Lender against Grantor or any one or more of them, whether now extsting or hereafter arising, whether related or unrelated to the purpose of the Note, whether voluntary or otherwise, whether due or not due, direct or mdvect, determined or undetermined, absolute or conbrigent, liquidated or unllquldated whether Grantor may be liable individually or jointly with others, whether obligated as guarantor, surety, accommodation party or otherwise, and whether recovery upon such amounts may be or hereafter may become barred by any statute of ilrnitationsr and whether the obligation to repay such amounts may be or hereafter may become otherwise unenforceable Grantor hereby assigns as security to Lender, all of Grantor's right, title, and interest in and to all lasses, Rents, and profits of the Property This assignment Is recorded in accordance wrth RCW 65 08 074), the lion created by this assrgnment is intended to be spacihe, perfected and chaate upon the recording of this Deed of Trust Lender grants to Grantor a license to Collect the Rems and profits, which license may be revoked at Lender's option and shall be automatically revoked upon acceleration of all or pert of the Indebtedness THIS DEED OF TRUST, INCLUDING THE ASSIGNMENT OF RENTS AND THE SECURITY INTEREST IN THE RENTS AND PERSONAL PROPERTY, IS GIVEN TO SECURE (A) PAYMENT OF THE INDEBTEDNESS AND i1i PERFORMANCE OF ANY AND ALL OBLIGATIONS UNDER THE NOTE, THE RELATED DOCUMENTS, AND THIS DEED OF TRUST THIS DEED OF TRUST IS GIVEN AND ACCEPTED ON THE FOLLOWING TERMS PAYMENT AND PERFORMANCE Except as otherwise provided in this Deed of Trust, Grantor shall pay to Lender all amounts secured by this Deed of Trust as they become due, and shall strictly and In a timely manner perform all of Grantor's obligations under the Note, this Deed of Trust, and the Related Documents POSSESSION AND MAINTENANCE OF THE PROPERTY Grantor agrees that Grantor's possession and use of the Property shall be governed by the following provisions Possession and Use Until the occurrence of an Event of Default, Grantor may (1) remain in possession and control of the Property, (2) use, operate or manage the Propetty, and f3l collect the Rants from the Property {this privilege is a license from Lender to Grantor automatically revoked upon default) The following provisions relate to the use of the Property or to other limitations on the Property The Real Property is not used principally lot agricultural purposes Duty to Mutilate Grantor shall maintain the Property in ttmentablo condition and promptly perform all repairs, replacements, and maintenance necessary to preserve its value Nuisance, Waste Grantor shall not cause, conduct or permit any nuisance nor commit, permit, or suffer any stripping of or waste on or to the Property or any portion of the Property Wrthout lenri the generality of the foregoing, Grantor will not remove, or grant to any other parry the right to remove, any timber, minerals Gncludlng oil and gash coal, clay, scone, soil, gravel or rock products without Lender's prior written consent Removal of lmprovernents Grantor shell not demolish or remove any Improvements from the Real Property without Lander's prior written consent As a condition to the removal of any Improvements, Lender may require Grantor to make arrangements satisfactory to Lender to replace such Improvements with Improvements of at least equal value Lender's Right to Enter Lender and Lender's agents and representatives may enter upon the Real Property at all reasonable times to attend to Lender's interests and to inspect the Real Property for purposes of Grantor's compliance with the terms and conditions of this Deed of Trust Compliance with Governmental Requirements Grantor shall promptly comply, and shall promptly cause compliance by all agents, tertants or other persons or entntea of awry nature whatsoever who rent, lease or otherwise use or occupy the Property in any manner, wrth all laws, ordinances, and regulations, now or hereafter In effect, of all governmental authorities applicable to the use or occupancy of the Property, including wrtheut limitation, the Americana With Disabilities Act Grantor may contest in goad faith any such law, ordinance, or regulation and withhold compliance during any proceeding, meiudmg appropriate appeals, so long as Grantor has notified Lender in writing prior to doing so and so long as, in Lender's sole opinion, Lender's interests in the Property are not Jeopardized Lender may require Grantor to post adequate security or a surety bond, reasonably satisfactory to Leader, to protect Lender's Interest Duty to Protect Grantor agrees norther to abandon or leave unattended the Property Grantor shall do all other acts, in addition to those acts set lorih above In this section, which from this character and use of the Property are reasonably rtecossary to protect and preserve the Property DUE ON SALE - CONSENT BY LENDER Lender may, at Lender's option, (A) declare Immediately due and payable all sums secured by this Deed of Trust or 113) increase the interest rate provided for in the Mote or other document evidencing the Indebtedness and aripose such other conditions as Lender deems appropriate, upon the sate or transfer, without Leader's prior written consent, of all or any part of the Real Property, or arty interest in the Real Property A "sale or transfer" means the conveyance of Real Property or any right, title or interest In the Real Property, whether legal, beneficial or equitable, whether voluntary or involuntary, whether by outright sale, dead, installment sale contract. land contract, contract for deed, leasehold Interest with a term greater than three [3) years, loose -option contract, or by sale, assignment, or transfer of any beneficial interest In or to any land trust holding title to the Real Property, or by any other method of conveyance of an interest In the Real Property However, this option shall not be exercised by Lender if such exercise is prohibited by federal law or by Washington law TAXES AND LIENS The following Ixovistons relating to the taxes and liens on the Property, are part of this Deed of Trust 20031105001209.003 DEED OF TRUST (Continued) Page 3 Payment Grantor shall pay when due (and in all events prior to delinquency) all taxes, special taxes, assessments, charges Concluding water and sewer), fines and impositions lavred against or on account of the Property, and shall pay when due all claims for work done on or for services rendered or material furnished to the Property Grantor shall maintain the Property tree of all Ions having priurrty over or equal to the interest of Lender under this Dead of Trust, except for the lien of taxes and assessments not due and except as otherwise provided in this Deed of Trust Right to Contest Grantor may withhold payment of any lax, assessment, or than in connection with a good faith dispute over the obligation to payr so long as Lender's interest in the Property is not jeopardized If a hen arises or is filed as a result o1 nonpayment, Grantor shall within fifteen {15) days alter the lien arises or, if a hen is filed, within fifteen 115) days after Grantor has nonce of the filing, secure the discharge of the Iran, or if requested by Lenderr deposit with Lender cash or a suff dent corporate surety band or other security satisfactory to Lander in an amount sufficient to discharge the hen plus any costs and attorneys' fees, or other charges that could accrue as a result of a foreclosure or sale under the lien In any contest, Grantor shall defend itself and Lender and shalt satisfy any adverse judgment before enforcement against the Property Grantor shell name Lender as an additional obliges under any surety bond furnished in the contest proceedings Evidence of Psyment Grantor shall upon demand furnish to Lender satisfactory evidence of payment of the taxes or assessments and shall authorize the appropriate governmental official to deliver to Lender at any lime a written statement of the takes and assessments against the Property Notice of Construction Grantor shall notfy Lender at least fifteen 4151 days before any work is commenced, any services are furnished, or any materials are supplied to the Property, if any mechanic's lien, matenalmen's lien, or other ton could be asserted on account of the work, services, or materials Grantor will upon request of Lender furnish to Lender advance assurances satisfactory to Lender that Grantor can and will pay the cost of such improvements PROPERTY DAMAGE INSURANCE The following provisions relating to insuring the Property are a part of this Dead of Trust Maintenance of Insurance Grantor shall procure and maintain policies of fire insurance with standard extended coverage endorsements on a replacement basis fur the full insurable value covering all Improvements on the Real Property in an amount SUMGrent to avoid application of any coinsurance clause, and with a standard mortgagee clause in favor of Lender Grantor shall also procure and maintain comprehensive general habddy insurance in such coverage amounts as Lender may request with Trustee and Lender being named as additional insureds in such liability insurance policies Addtionafly, Grantor shall maintain such other insurance, including but not limited to hazard, business mterruption, and boiler insurance, as Lender may reasonably require Policies shall be written in form, amounts, coverages and basis reasonably acceptable to Lender and issued by a company or companies reasonably acceptable to Lender Grantor, upon request of Lender, will deliver to Lender from Time to ume the policies or certificates of insurance in form satisfactory to Lender, including stipulation that coverages will not be cancelled or diminished without at least ten I I W days prior written notice to Lander Each insurance policy also shall mchede an endorsement providing that covaraga m favor of Lender will not be unpaired in arty way by any act, omission or default of Grantor or any other person Should the Real Property be located in an area designated by the Director of the Federal Emergency Management Agency as a special flood hazard area, Grantor agrees to obtain and maintain Federal Flood Insurance, if available, wthm 45 days after nouGe is given by Lander that the Property is located in a special flood hazard area. for the full unpaid principal balance of the loan and any prior liens on the property secunng the loan, up to the maximum policy lerets set under the National Flood Insurance Program, or as otherwise required by Lender, and to marntam such insurance for the term of the Wan Application of Proceeds Grantor shall promptly notify Lander of any lose or damage to the Property Lender may make proof of loss it Grantor fails to do s❑ within fifteen 1151 days of the casualty Whether or not Lender's security is imparted, Lender may, at Lender's election, recerye and retain the proceeds of any insurance and apply the proceeds to the reduction of the Indebtedness, payment of any hen affecting the Property, or the restoration and repair of the Property 11 Lender nErs:U to apply the proceeds to restoration and repair, Grantor shalt repair or replace the damaged or destroyed Improvements in a manner satisfactory to Lender Lender shall, upon satisfactory, proof of such expenditure, pay or reimburse Grantor from the proceeds for the reasonable cost of repair or restoration it Grantor is not in default under this Dead of Trust Any proceeds which have not been disbursed within 180 days after their receipt and which Lender has not committed to the repair or restorauon of the Property shall be used first to pay any amount owing to Lender under the Deed of Trust, then to pay accrued interest, and the remainder, if any, shall be applied to the principal balance of the Indebtedness- If Lender holds any proceeds after payment in full of the indebtedness, such proceeds shall be paid without utterest to Grantor as Grantor's interests may appear Grantor's Report on lnsurance Upon request of tender, however not more than once a year, Grantor shall furnish to Lender a report on each existing pclicy of insurance showing (11 the name of the usurer, (2) the risks insured, (3) the amount of the policy, lay rho property insured, the then current replacement value of such property, and the manner of determining that value, and (51 the expiration date of the policy Grantor shall, upon request of Lender, have an independent appraiser satisfactory to Lender determine the cash value replacement cost of the Property LENDER'S EXPENDfTURFS It any action or proceeding is commenced that would materially affect Lender's interest in the Property or if Grantor fails to comply with any provision of this Deed of Trust or any Related Documents, including Wit not limited to Grantor's failure to discharge or pay when due any amounts Grantor ni required to discharge or pay under this Deed of Trust or any Related Docwnents, Lender on Grantor's behalf may (but shall not be obligated to) take any action that Lender deems appropriate, including but not limited to dischargmg or paying all taxes, Irene, security interests, encumbrances and other claims, at any tcmc levied or placed on the Property and paYtng all costs for insuring, maintaining and preserving the Property All such expendriures incurred or pad by Lender for such purposes will then bear interest at 1he rate charged under the Note from the date incurred or paid by Lender to the date of repayment by Grantor All such expenses will become a part of the indebledriess and, at Lender's option, will W be payable on demand, (8) be added to the balance of the Note and be apportioned among and be payable with any installment payments to become due during either (1) the term of any applicable insurance policy, or (2) the remaining term of the Note, or CC) be treated as a balloon payment which wX be due and payable at the Note's maturity The Deed of Trust also will secure payment of these amounts Such sight shall be in addition to all other rights and remedias to which lender may be entitled upon Default WARRANTY, DEFENSE OF TITLE The following provisions relating to ownership of the Property are a part of thrs Deed of Trust Title Grantor warrants that fal Grantor holds goad and marketable title of record to the Property in fee simple, free and Gear of all liens and encumbrances other than those set forth in the heal Property description or in any title insurance policy, title report, or final title opinion issued in favor of, and accepted by, Lender in connection with this Deed of Trost, and [b) Grantor has the full right, power, and authority to execute and deliver this Dead of 0 20031106M209.004 DEED OF TRUST (Continued) Page 4 Trust to Lander Defense of inle Subject to the exception in the paragraph shove, Grentor warrants and wrii forever defend the tn% 10 the Property agairm the lawful da7ms of all persons in the event any action or procettdtrag rs commenoad that questions Grantor's title or the interest of Trustee or Lender under this Deed of Trust, Grantor shall defend the action at Grantor's expanse Grantor may be the nominal parry on such proceeding, but Lender shelf he entitled to participate in the ptocaading and to be represented in the proceeding by couriset of Lender's own choice, and Grontar will deliver, of cause to be delivered, to Lander such instruments as Lender may request from Urne to tints to permrt such participation Curmphance Walt Laws Grantor warrants that the Property and Grantor's use of the Property compbss with gill existing applicable laws, ordlnarices, and regulations of governmental authorities Survitrat of Representations and Warranties All roprosent8ttons, warranties, and agreements made by Grantor an Vns Deed of Trost shall survive the axacution and daltvery of this Deed of Trust, sftaY be continuing in nature, and shaft remmn in full force zmd effect unit{ such time as GtaMor's Indebtedness shall be peed in tug CONDEMNATION The foljowmg proviaenns relating to o,mdwrmaban procesdinge are a part of this teed of Trust Proceedings if any proceeding in condemnation is fried, Grantor shall prampdy nobly Lender in wntaig, and Grantor shalt promptly take such steps as may be necessary to defend the action and obtain the award Graritor may be the nominal party in such proceedrnp, but Lender shall be entitled to participate in tfta prooaadmg and to be represented in the proceeding by counsel of its own choice at( at Grantor's expense, and Grantor will deliver or cause to be delivetcd to lender such instruments and docu rnentatron sit may ba requested by Lender from trine to time to parfait such participation Application of Net Proceeds If all or any pan of the Property is eortdemrtsd by erriment domain procoodings or by any proceeding or purchase in hou of condemnation, Lender may all its election require that all or arty portion of the net proceeds of the award be applood to the Indebtedness or the rapait or restoration of the Property The net proceeds of the award shah mean the award after payment of all reasonable costs, expenses, and attorneys' fees incurred by Trustee or Lender rrt connection with the condemnation fR4MSLTf6N OF TAXES, FEES AND CHARGES BY GOVERNMENTAL AUTHORITIES The follovnitg provi8ranss relating to govarrrmentol taxes, fees and chargers are a part of this Dead of Trust Currant Taxaa. Fee% and Charttas Upon request by Lender, Grantor shall execute such documents in addition to this Dod of Trust and take whatever other action is requested by Lander to perfect and continue tender's lien on the Real Property Gramor shag reimburse Lender for off taxes, as described below, together with sit expenses incurred in recording, perfeoting or continuing this Deed of Trust, inctudsng without femdotson all taxes, fees, documentary, stamps, and ether charges for recording or registering this Deed of Trust Taxes The following shalt constitute taxes to which this section opp4es (1) a speeiftc tax upon this type of Deed of Trust or upon all or any part of the Indebtedness secured by this Deed of Trust, (2h a specific tax on Grantor which Grantor is authorized at sequrrod to deduct from payments on the Indebtedness secured by this type of Deed of Trust, 0) a tax onUwetype of Peed of 7rust ehargesbis against;fie Lander at the holder of the Note, and (4) a spectfic tax on all or arty portion of the Indebtedness of on payments of principal and interest made by Grantor Subsequent Texas if any tax to which thts section applies is enacted subsequent to the date of thts Deed of Trust, this event: shall have the same effect as an Event of Default. and Lender may exercise any or 4 of its avatlebfe remedies for an Event of Default as provided below unless Grantor etttrer Ili pays the tax before q becomes dehnquent, or (2) contests the tax as provided above in the Taxes and testa section and deposits with Lander cash or a sufftcierrl corporate surety band or other security Sabsfactory to Lender 5ECUFJTY AGREEMENT, FINANCING STATEMENTS The following provistone relating to this Dead of Trost as a security egreement era a pert of this Deed of Trust Security Agnmmatit This instruraent shall constitute a Security AgreBmerA to the extern any of the Property constitutes fixturas, and Lander shelf have all of the rights of a secured party under the Unifofm Comraomisl Cate as arr*tided from Unto to unie Sec%mty interest Upon rogvesi by Lender, Grantor shall execute financing statements and take whatever other action is tequested by Lender to perfect and corninuo sander's security arderest in the Rants and Personal Property In addition to recording ilia Deed of Trust in the real property records, Lander may, at any tune and without further authorization from Grantor, fete executed countaiparts, copies or reproductions of ilea Deed of Trust as a financing statement Grantor shall reimbersse Lender for all expensoa inemrod in perfecting or continuing this security interest upon default, Grantor shell not remove, Saver or detach the Pefsonaf Property from she Property Upon default, Grantor shaft assemble any Persorim Property not atfrxed to the Property in a manner and at a place rsssonab)y convenient to Grantor and Lender and snake a avaehable to Lander within three (3) days after reempt of written demand from Lender to the extant pormnied by applicable law Addresses The mailing addresses of Grantor {debtor) and Lander (secured party► from which tnformauen concerning the security intatest granted by this Deed of Trust may be obtained ;oath as regwred by the Unafornt Commercial Code) are as stated on the hrst page of this Deed of Tftst FURTHER ASSURANCE$, ATTORNEY -IN -FACT Trio following provisions relating to further assurances and attorney-inlact are a part of this Deed of Trust Furthei Assurances At any Lima, and from Line to uma, upon request of Lender. Grantor wrd make, execute and deliver, or wdf Cause to be made, executed or delivered, to Letxfor of to Lender's designee, and when requested by Landes, cause to be filed, recorded, w%od, or rerecorded, as the case may be, at such times end in such offices and places as Lander may Beam appropriate, any and as such mortgages. deeds of trust, ascunty daub, security agreeunonta, fanencirig atatenients, continuation statementa, utatrumeotss of further assurance, carnficatos, and other doobmants as may, in the soil op piton of Lender, be necessary or dastrabte m order to atfemuate, camplate, perfect, continue, or preserve (11 (3rantor's ob4s;atinna under the Dote, this Deed of Trust, and the Related Documents, and 42) the hens and security rmorosfs created by ties Deed of Trust as first and pi)or harts on the Property, whether now owned or hereaftor acctuised by Grantor Unless prohibited by law or Leader agfaea to the ountrary in writing, Grantor shad raimbuse Lender far all costs and expenses incurred in connection with the matters referred Tit in this paragraph Attorney -in -Fact It Grantor fads to do any of the things referred to in the preceding paragraph, Lender may i1a so for and in the name of Grantor and at Grantor's expense For such purposes. Orarnot hereby irrevocably appoints Lender as Grantor's attorney-m-fatt for the propose of making, executing, delivering, fthm rencorrhng, and dowg all other t)urtgs a$ shay be nwessaty of desvabSe, in Lendsf'B sole opinion, to accomplish the matters referred to m the precadtng paragraph 20031105001209.005 DEED OF TRUST (Continued) Page 5 FULL PERFORMANCE If Grantor pays ail the Indebtedness when due, and otherwise performs all the Obligations imposed upon Grantor under this Deed of Trust, Lender shall execute and deliver to Trustee a request for full recorrveyanee and shall execute and deliver to Grantor suitable statemerrts of termination of any financcng statement on [tie evidencing Lender's security interest in the Rents and the Personal Property Any recoriveyance fee shall be yard toy Grantor, of permitted by applicable law The grantee in any raconveyance may be described as the "parson or persons legally anutled thereto', and the modals in the reeonveyance of any matters or facts shall be conclusive proof of the truthfulness of any such matters or facts EVENTS OF DEFAULT Each of the following, at Lender's option, shall consutute an Event of Default under this Dead of Trust Paymant Default Grantor fails to make any payment when due under the Indebtedness Other Defaults Grantor falls to comply with or to perform any other term, obligation, covenant or eandmon contacted in this Deed of Trust or in any of the Related Documents or to comply with or to perform any term, Obligationr covenantt Or condition contained in any Other agreement between Lender and Grantor Compliance Default Failure to comply with any other term, obligation, covenant or condition contained in this Deed of Trust, the Note or in any Of the Related Documents If such a fathtae is curable and if Grantor has riot been groan a notice of a breach of the same provision of this Deed of Trust within lire preceding twelve 1121 months, it may be cured [and no Event of Default will have occurred) it Grantor, after Lender sends written notice demanding cure of such failure ta) cures the iarlure within fifteen 115) days, or (b) of the cure requires more than fifteen 1151 days, immediately initiates slaps sufficient to cure the failure and thereafter continues and completes all reasonable and necessary steps sufficient to produce compliance as soon as reasonably practical Default on Other Payments Fddure of Grantor wnhm the tone required by this Dead of Trust to make any payment for taxes or insurance, or any other payment necessary to prevent filing of or to effect discharge of any hen Default in Fever of Thud Parties Should Grantor detahilt Under any loan, extonslon of credrt, security agreement, purchase or sales agreement, or any other agreement, in favor of any other creditor or person that may materially affect any of Grantor's property or Grantor's ability to repay the Indebtedness or perform their respecnva obligations under this Deed of Trust or any of the Related Documents False Statements Any warrarttyr representation or statement made or furnished to Lander by Grantor er on Grantor's behalf under this Deed of Trust or the Related Documents is false or misleading in any material respect, arther now or at the time mado or furnished or becomes false or nimMading at any time thereafter Detective Consteridtxattun This Heed of Trust or any of the Related Documents coasea to be in full force and effect hnclidmg failure of any collateral document to create a valid and perfected security interest or hen) at any time and for any reason Death or Insoluettcy The death of any Grantor, the insolvency of Grantor, the appointment of a receiver for any part of Grantor's property, any assignment for the benefit of creditors, any type of creditor workout, or the commencement of any proceeding under any bankruptcy or insalvericy laws by or against Grantor Creditor or Forterture Proceedings Commencement of foreclosure or forfeiture proceedings, whether by fudictal proceeding, self-help, repossession or any ether method, by any creditor of Grantor or by any governmental agency against any property securing the indebtedness Thus includes a garnishment of any of Grantor's accounts, including deposit accounts, with lender Howeverr this Event of Default shall not apply it there is a good faith dispute by Grantor as to the validity or reasonableness of the claim which is the basis of the creditor or forfeiture proceeding and if Grantor grves Lender wntten notice of the creditor or forfeiture proceeding and deposits with Lander monies or a surety bond for the creditor or forfeiture proceeding, in an amount determined by Lender, m its sole discretion, as being an adequate reserve or bond for the dispute Breadth of Other Agreement Any breach by Grantor under the terms of any other agreenearht between Grantor and Lander that is not remedied within any grace period provided therein, including without limitation any agreement concerning any indebtedness or other oblLaatien of Grantor to Lender, whether existing now or later Events Affecting Guarantor Any of the preceding events occurs vvrtt respect to any guarantor, endorser, surety, or accommodation party of any of the Indebtedness or any guarantor, endorser, surety, or accommodation party dies or becomes incompetent, or navOkOS or disputes the validity of, or liability under, any Guaranty of the Indebtedness in the event of a death, Lender, at nts option, may, but shall riot be required to, permit the guarantor's estate to assume unconditionally the obligations arising under the guaranty in a manner satisfactory, to Lender, and, in doing so, cure any Event of Default Adverse Change A material adverse change occurs in Grantor's financial condmon, or Lender behevos the prospect of payment or performance of the indebtedness is impaired insecurity Lender in good faith believes itself insecure Right to Curti If such a failure to curable and if Grantor has not been given a notice of a breach of the same provision of this Deed of cruet within the preceding twelve (12) months, it may be cured (and no Event of Default will have occurred) if Grantor, after Lender sends written notice demanding cure of such fadlre ta) cures the failure within fifteen (15) days, or (b) if the, cure requires more than fifteen (151 days, immediately mniatos steps sufficient to cure the failure and thereafter continues and completes all reasonable and necessary steps sufficient to produce compliance as soon as reasonably practical RIGHTS AND REMEDIES ON DEFAULT If an Event of Default occurs under this Deed of Trust, at any time thereafter, Trustee or Lender may exercise any one or more of the following rights and remedies Election of Remedws Election by Lander to pursue any remedy shall not exclude pursuit of any other remedy, and an election to make expenditures or to take Wion to perform an obligation of Grantor under this Dead of Trust, after Grantor's failure to perform, shall not affect Landar's right to declare a default and exercise its remedies Accelerate Indebtedneas Lender shall have the right at its option to declare the entire Indebtedness immediately due and payable, including any prepayment penalty which Grantor would be required to pay Foreclosure With respect W all or arty part of the Real Property, the Trustee shall have the right to exercise its power of sale and to foreclose by notice and sale, and Lender shall have the right to foreclose by judicial foreclosure, in either case in accordance with and to the full extent provided by applicable law UCC Remedies With respect to all or any part of the Personal Property, Lender shalt have all the rights and remedies of a secured party under the Uniform Commercial Code Cobteat Reim tender shall have the right, without notice to Grantor to take possession of and manage the Property and collect the Rents, including amounts past due and unpaid, and apply the net proceeds, Oyer and above Lender's costa, against the Indebtedness in furtherance of this right, Lender may require am/ tenant or 20031106001209.006 DEED OF TRUST (Continued) Page 6 other user of the Property to make payments o1 rem or use fees directly to Lander If the Rents are collected by Lender, then Grantor Irrevocably designates Lender as Grantor's attorney-in4act to endorse instrumants received in payment thereof in the name of Grantor and to iiegottate the same and collect the proceeds Payments by tenants or other users to Lender in response to Lender's demand shall satisfy the obligations for which the payments are made, whether or not any proper grounds for she demand existed Lender may exercise As rights under &us subparagraph either in person, by agent, or through a receiver Appoint Receiver Lender shalt have the right to have a receiver appointed to take possession of all or any part of the Property, with the power to protect and preserve the Property, to operate the Property preceding or pending foreclosure or safe, and to collect the Rents from the Property and apply the proceeds, Over and above the cost of the receivership, against the Indebtedness The receiver may &stye without bond of permitted by law Lander's right to the appointment of a receiver shall exist whether or not the apparent value of the Property exceeds the Indebtedness by a Substantial amount Employment by Lander shall not disqualiiy a person from serving as a receiver Tenancy at Sufferance It Grantor remains in possession of the Property after the Property is sold as provided above or Lender otherwise becomes entitled to possession of the Property upon default of Grantor, Grantor shall become a tenant at sufferance of Lender or the purchaser of the Property and shall, at Lender's option, either (1) pay a reasonable rental for the use of the Property, of (2) vacate the Property immediately upon the demand of Lender Other Remedies Trustee or Lender shall have any other right or remedy provided in this Deed of Trust or the Note or by taw Notice of Sale Lender shall give Grantor reasonable notice of the time and place of arty public sale of the Personal Property or of the time after which any private sale or other intended disposition of the Personal Property is to be made Reasonable notice shag mean nonce given at least ten (101 days before the time of the sale or dispostbon Any sale of the Personal Property may be made in conjunction with any sale of the Real Property Sale of the Property To the extent permitted by applicable law, Grantor hereby warves any and all rights to have the Property marshalled In exercising Its rights and remedies, the Trustee or Lender shall be free to sell all or any part of the Property together or separately, in one satc or by separate sales Lender shall be entitled to bid at any public sale on all or any portion of the Property Attorneys' Fags, Expenses If Lender Institutes any suit or action to.enforce any of the tarms of this peed of Trust, Lender shall be entitled to recover such sum as the court may adjudg@ reasonable as attorneys' loop at trial and upon any appeal Whether or not any court action its involved and to the extentnotprohdbned by law, all reasonable expenses Lander Incurs that in Lender's opinion are necessary at any time for the protection of its interest or the enforcement of its rights shall become a part of the Indebtadness payable on demand and shall bear interest at the Note rate from the date of the expcndnura until repaid Expenses covered by This paragraph include, Without limitation, however s ltMect to any limits under applicable law, Lender's attorneys' fees and Lander's legal expenses, whether or riot there is a lawsuit, including attorneys' lees and expenses for bankruptcy proceedings (Including efforts to modify or vacate any automatic stay or injunction), appeals; and any anticipated post -judgment collection services, the cost of searching records, obtaining bile reports (including foreclosure reports), sravoyors' reports, and appraisal leas, title insurance, and leas for the Tonmeti, to the extent permitted by applicable law Grantor also will pay any court costs, in addition to all other sums provided by low Rights of Trustee Trustee shall have all of the rights and duties of Lender as set forth in this section POWERS AND OBLIGATIONS OF TRUSTEE The following provisions relating to the powers and obligations of Trustee (pursuant to Lender's instructions) are part of this Deed of Trust Powers of Trustee In addrtion to all powers of Trustee ansmg as a matter of law, Trustee sham have the power to take the following actions with respect to the Property upon the written request of Lender and Grantor (al pin in prepanrig and filing a map or plat of the Real Property, including the dedication of Streets Or other rights to the public, (b) join in granting any easerncnt or creating any rssVwtion on the Raal Property, and lc) loin on any subordmatrar or other agreement affecting this Deed of Trust or the interest of Lander under this Dead of Trust Obligations to Natty Trustee shalt not be obligered to notify any other party of a pending sale under any other trust deed or lien, or of any action or proceeding in which Grantor, Lender, or Trustee shall be a party. unless requited by applicable law, or unless the action or proceeding is brought by Trustee Tmstea Trustee shall meet all quaiihcatlons raquired for Trustee under applicable law In addition to the rights and remedies set forth above, with respect to all or any part of the Property, the Trustee shall have the right to foreclose by notice and sale, and Lender shall have the night to foreclose by judicial foreclosure, in aither case in accordance with and to the full extent piuvided by applicable law Successor Trustee Lander, at Lender's option, may from time to time appoint a Successor Trustee to any Trustee appointed under this Dead of Trust by an instrument executed and acknowledged by Lender and recorded in the office of the recorder of King County, State of Washmgton The instrument shall contain, in addition to all other matters required by state saw, the names of the original Lender, Trustee, and Grantor, the took and page or the Auditor's File Number where this Deed of Trust Is recorded, and the name and address of the successor trustee, and the instrument shell be executed and acknowledged by Leader or ds successors in interest The successor trustee, without conveyance of the Property, shall succeed to ail the title, power, and duties conferred upon the Trustee in this Deed of Trust and by applicable law This procedure for aubstitu ion of Trustee shall govern to the exclusion of all other provistarns for substril NOTICES Subject to applicable low, and except for notics required or allowed by law to be gtvcn in another manner, any notice required to be given under thus Deed of Trust, including without limitation any notice of default and any notice Of sale shall be goon rn wrr4ng, and shall be effective when actually delivered, when actually received by tolelacaimrle Iunhpss otherwise required by law), when deposited with a nationally recognized overnight courier, or, it mailed, when deposited in the United Slates mail, as first class, certdred or registered mail postage prepaid, directed to the addresses shown near the beginning of this Deed of Trust All copies of notices of I01ee105[rre from the holder of arty lien which has priority over this Dead of Trust shall be sent to Lender`s address, as shown near the beginning of this Deed of Trust Any party may change its address for notices under this Deed of Trust by giving formal written notice to the other parties, specifying that the purpose of the notice is to Change the party's address For notice purposes, Grantor agrees to keep Lender informed at all times of Grantor's current address Subject to applicable law, and except for notice required or allowed by low to be given in another manner, if there is more than one Grantor, airy, notice given by Lender to any Grantor is deemed to be notice given to ali Grantors mISCELL4NEOUS PROVISIONS The following miscellaneous provisions are a part of this Deed of Trust Amendments Thrs Deed of Trust, together with any Related Documents, constitutes the enure understanding and agreement of the parties as to the matters set forth in this Deed of Trust No alwei ron or or amendment to this 2D0311 D5001209.007 DEED 4F TRUST (Continued) Page 7 Dead of Trust shall be effecWe unless given m wntng and signed by the party or parties sought to be charged or bound by the alteration or amendment Annual Reports If the Property is used for purposes other than Grantor's resrdence, Grantor shall furnish to Lander, upon request, a certified statement of net operating income received from the Property during Grantor's premous fiscal year in such form and detaLl as Lender shall require 'Net operating income' shall mean all cash receipts from the Property less all cash expenditures made in connection wrth the operation of the property Caption Hearings Caption headings in this Deed of Trust are for convenience purposes only and are not to be used to interpret or define the provisions of this Deed of Trust Merger There shall be no merger of the Interest or estate created by this Deed of Trust with arty other Interest or estate in the Property at any time held by or for the benefit of Lender in any capacity, wrthout the wntten consent of Lender Governing Low This Deed of Trost will be governed by, construed and enforced to accordance with federal law and the laws of the State of Washington This Deed of Trust has been accepted by Lender in the State of Waslmrgton Joert Gird Several Liability All obligations of Grantor under this Deed of Trust shall be joint and several, and all references to Grantor shall mean each and every Grantor This means that each Grantor signing below is responsible for all obligations in this Deed of Trust No Waiver by Lender Lender shall not be deemed to have waived any rights under this Deed of Trust unless such waiver is given in writing and signed by Lender No delay or omission on the part of Lender nit exmtstng any night shall operate as a waiver 01 such right or any other right A waiver by Lender of a provrsion of this Dead of Trust shad not prejudice or constitute a waiver of Lender's right otherwise to demand strict compliance with that provision or any other provision of this Deed of Trust No prior waiver by Lender, nor any course of dealing between Lender and Grantor, shag consttute a waiver of any of Lender's rights or of any of Grantor's obligations as to any future transactions Whenever the consent of Lender a required under this Dead of Trust, the granting of such consent by Lander in any instance shell not constitute continiang consent to subsequent instances where such consent is required and in all cases such consent may be granted or withheld in the sole discretion of Lender Severabnlrty If a court of competent jurisdiction finds any provision of this Deed of Trust to be dlepal, invalid, or unenforceable as to any person or circumstance, that finding shad not make the offending prove wit illegal, invalid, or unenforceable as to any other person or circumstance II feasible, the offending provision shall be considered modified so that it becomes legal, valid and enforceable R the oflendmg provision cannot be so modified, rt shall be considered deleted from this Dead of Trust Unless otherwise regrarad by law, the illegality, invalidity, or unenforoeaiitity of any provision of this Deed of Trust shall not affect the legality, vakdrty or enforceability of any other provision of this Dead of Trust Successors and Ass,atirs Subject to any len�tations stated in this Deed of Trust on transfer of Grantor's interest, this Dead of Trust shall be binding upon and inure to the benefit of the parties, their successors and assigns If ownership of the Property becomes vested in a person other then Grantor, Lender, without notice to Grantor, may deal with Grantor's successors with reference to this Deed of Trust end the Indebtedness by way offorbearanceor extension without releasing Grantor from the obligations of this Deed of Trust or hability, under the Indebtedness Time is of the Essence Time rs of the essence rn the perfomtance of this Deed of Trust Waver of Homestead Exemption Grantor hereby releases and waives all rghls and benefits of the homestead exemption laws of the State of Washington as to all ]ndebtedness secured by this Deed of Trust DEFINITIONS The following capitalized words and terms shall have the following meanings when used in this Deed of Trust Unless specifically stated to the contrary, all references to dollar amounts shall mean amounts in lawful money of the United States of America Wools and terms used in the singular shall include the: plural, and the plural shall include the singular, as the context may require words and terms not otherwise defined in this Deed of Trust shall have the meammgs attributed to such terms in the Uniform Commercial Coda Beneficiary The word "Beneficiary' means Washington Mutual Bank, and its successors and assigns Borrower The word "Borrower' means Robert E McCormick and Joyce L McCormick, and ad other persons and entrees agntng the Note in whatever capacity Deed of Trust The words "Deed of Trust" mean this Deed of Trust among Grantor. Lander, and Trustee, and includes without krnitabon all assignment and security interest provisions relating to the Personal Property and Rents Default The word "Default" means the Default set forth in this Deed of Trust rn the section titled ' Dafautt" Event of Defauh The words "Event of Default" mean any of the events of default set forth in this Deed of Trust in the Warns of default section of this Deed of Trust Grantor The word "Grantor' means Robert E McCormick and Joyce L McCormick Guaranty The word "Guaranty' means the guaranty from guarantor, andorser, surety, or accommodation party to Lander, including without limitation a guaranty of al! or part of the Note Improvements The word "Improvements' moans ail existing and future improvements, buildings, structures, mobile homes affrxed on the Real Property, facilities, additions, replacements arid other construction on the Real Property indebtedriess The word 'Indebtedness" means all prirwipal, interest, and other amounts, costs and expanses payable under the Note or Related Documents, together with all renewals of, extensions of, ntaddications of, consoldations of and $UbatrtutiOns for the Note or Related Documents and any amounts expenced or advanced by Lender to discharge Grantor's obligations or expenses incurred by Trustee or Lender to enforce Grantor's obligations under this Deed of Trust, together with interest on such amounts as provided in this Deed of Trust Lander The word "Leader' means Washington Mutual Bank, its successors and assigns NOW The word 'Note' means the promissory note dated October 29, 2003, in the Original principal amount of $670,000 00 from Grantor to Lender, together with all renewals of, extensions of, modifications of, refinancings of, corsohdations of, and aubstnutions for the promissory note or agreement Personal Property The words 'Personal Property" mean all equipment, fixtures, and other articles of personal property now or hereafter owned by Grantor, and now or hereafter attached or affixed to the Real Property, together with ad accessions, parts, and additions to, all replacements of, and all substrtutions for, any of such property, and together with all tssuss and profits thereon and proceeds {mcludtng without hmifat*ri all insurance proceeds and refunds of premtumsh from any sale or other disposition of the Property 20031105001209.008 DEED OF TRUST (Continued) Page 8 Property The word 'Property" Mears collectively the Real Property and the Personal Property Real Property The words 'Real Property' mean the real property, interests and rights, as further described In thra Deed of Trust Related Documents The words 'Related DDcumerlts' mean all promissory notes, credit agreements, loan agreements, guaranties, security agreements, mortgages, deeds of trust, security deeds, collateral mortgages, and all other insvunente, agreements and documents, whether now or hereafter axlsttlg, executed m connection with the Fadebtedness, provided, that the environmental Indemnity agreements are not 'Related Documents` and are not secured by this Deed of Trust Rents The word "Rents" means all present and future rents, revenues, Income, issues, rey811les, profits, and other benefits derived from the Ptopeny Trustee The word "Trustee' means Pacific Northwest Title Company, whose mailing address is 215 Columbia Street, Seattle, WA 98104-1511 and any substitute or successor trustees EACH GRANTOR ACKNOWLEDGES HAVING READ ALL THE PROVISIONS OF THIS DEED OF TRUST, AND EACH GRANTOR AGREES TO ITS TERMS Joy L qScCormielt, Indrvrduafly {r�p INDIVIDUAL ACKNOWLEDGMENT ,,,,,,,,,,,,, 4 STATE OF COUNTY OF On this day before rne, the undersigned Notary Public, personally appeared Robert E Mccormrcli. rt llydmiev i me or proved to me on the basis of satisfactory evidence W be the sndmdual described in and who a 't15E' of Trust, and acknowledged that he or she signed the Deed of Trust as his or her free and voluntary he the uses and purposes therein mentioned \11 Ini+++`• Given under my hand and offfau it seal thisyU day of l J 60bfy .2003 gY 1 Rewduig at X t r �i hC .`nE ISO No Puhtr to an r the State o MY conwimion expires [ �.- 15 `Q INDIVIDUAL ACKNOWLEDGMENT STATE OF COUNTY OF�.w o r On this day before me, the undersigned Notary Public, personally appeared Joyce L McCorrreck, per '1taawn M •t me or proved to me on the basis of satisfactory evidence to be the individusl dseenbed M and who of Trust, and acknowledged that he or she signed the Deed of Trust as his or her free and voluntary the uses and purposes therein mentioned Given under my hand and official seal this day of [ J AID (�� , 20c gY Residing at , l]�X.Q h+¢ •r t t k Not Pub th a or the State oll _ My commission expires 1 -' f rJ `0 3 20031105001209.009 DEED OF TRUST (Continued) Page 9 REQUEST FOR FULL RECONVEYANCE TO , Trustee The undersigned is the legal Owner and holder of all indehtedness secured by this Deed of Trust You are hereby requested, upon payment of all sums owing to you, to reconvey without warranty, to the persons entitled thereto, the right, true and interest now held by you under the Heed of Trust Date Benefraiary By Hs ww r.o � v.. ammo ow r.•,. r.w..ww.. m. �wc mu raw.—r .0 irw...r�r.nm..e n �.. oR n 20031105001209.010 RETURN ADDRESS- Washington Mutual Bank Yatkna Coranwrial Banking Center 211 E Yakima Avenue Yakrma, WA 9$9U1 EXHIBIT "A" Reference # (If applicable)- Additional On page Grantor(s) 1. McCormick, Robert E 2. McCormick, Joyce L Grantee(s) 1 Washington Mutual Bank Legal Description - Additional on page _ Assessor's Tax Parcel ID#. 232305-9029-09 This EXHIBIT "A" a attached to and by this reference to made a part of the Deed of Trust, dated October 29, 2003, and executed in connection with a loan or ocher hnantral accommodations between WASHINGTON MUTUAL BANK and Rabent E MCCmmrck and Joyce L McCormick sTz ATTACM T EGAr, DESCRIPTION THIS ExHlarr "A" 13 EXECUTED ON OCTOBER 29. 2UO3 GRANT rt f4lcCvmnck, In rwduaby C x Jo Co+mrck,llnd�d.y 20D31105001209.011 PARCEL A The west 201 feet of the southwest quarter of the southwest quarter of Section 24, Township 23 North, Range 5 East, W M , in King County, Washington PARCEL B: Beginning at the northwest comer of the southwest quarter of the southwest quarter of section 24, Township 23 North, Range 5 East, W,M., in King County, Washington, thence east along the north line of said southwest quarter of the southwest quarter of Section 24, a distance of 201 feet, thence north to the southerly right of way line of county road; thence northwesterly along the southerly right of way line of said county road to the west line of said Section 24, thence south along the west line thereof to the point of beginning PARCEL C- CoTmencing at a point on the east boundary line of Section 23, Township 23 North, Range 5 East, W M , in King County, Washington, which point is north 0°12143" east 1398 7� feet from the southeast corner of said Section 23 and south 0°12'43" west 90.13 feet from the point of intersection of the above described east boundary line of said Section 23 and the center line of the tract and right of way of the Columbia and Puget Sound Railway, thence from this TRUE POINT OF BEGINNING south 0012'43" west 420 63 feet; thence north 81635'17" west 295.04 feet, thence north 0612'43" east 400 feet, more or less, to a line concentric with and 90 feet (radial measurement) southerly of the center line of the Columbia and Puget Sound Railway; thence easterly along said concentric line 295 feet, more or less, to the point of beginning, EXCEPTany portion thereof which lies northerly of the southerly margin of Southeast Renton -Maple Valley Highway (P.S H No 2) as established by deed recorded under Recording Number 1545508 PARCEL D; A portion of a portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 East, W M , in King County, Washington, described as follows Commencing on the easterly fine of said subdivision at a point north 0*12143" east 1398.72 feet from the southeast corner of said Section and south 0°12'43" west 90 13 feet from the intersection of said easterly line with center of tract and right of way of Columbia and Puget sound Railway, thence south p°12'43" west 920.63 feet, feet to the TRUE POINT OF thence north 81°35'17" west 295,00 BEGINNING, thence north 0°12'43" east 265.00 feet, thence north B1°35`17" west 20.00 feet: Chance south 0°12'43" west 265 feet; Thence south $1°35117" east 20 00 feet to the TRUE POINT OF BEGINNING. PARCEL E That portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 East, W M in King County, Washington, described as follows Commencing on the easterly line of said subdivision at a point north 0°12'43" east, 1,398 72 feet from the southeast corner of said .13 feet from the intersection of section and south 0°12'43" west, 90 said easterly lane with the centerline of tract and right-of-way of Columbia and Puget sound Railway, thence south 0°12'43" west, 420 63 feat; feet to the TRUE POINT OF thence north 81°35'17" west, 195,04 BEGINNING, thence north 81°35117" west, 353 00 WWI IUbUUI2W.UlL thence easterly on a 0°28'curve to the left through an angle of 2`321281, an arc distance of 350.00 feet, thence southerly to the TRUE POINT OF BEGINNING, EXCEPT the east 100 feet thereof, AND EXCEPT that portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 East, W M , in King County, Washington, described as follows Commencing on the easterly line of said subdivision at a point north 0*12143" east, 1,398 72 feet from the southeast corner of said section and south 0°12143" west, 90.13 feet from the intersection of said easterly line with the center tract and right-of-way of Columbia & Puget Sound Railway, thence south 0°12'43" west, 420 63 feet, thence north 81°35'17" west, 295 04 feet to the TRUE POINT OF BEGINNING, thence north 0°12143" east, 265.00 feet, thence north 81°35117" west, 20.00 feet, thence south 0°12'43" west, 265.00 feet, thence south 81°35117" east, 20.90 feet to the TRUE POINT OF BF,RINNING, AND EXCEPT portion lying within Primary State Highway No 5 PARCEL F. The north 50 feet of the east 350 feet of Tract A of the plat of Valley Faire 11, according to the plat thereof recorded in Volume 131 of Plats, pages 39 through 43, inclusive, in King County, Washington, as measured along the north line of said Tract A 4VU-3j IVUVV AA. W.uuI RETURN ADDRESS Washngton Mutual Bank Yakena CDn1B*V0a1 Banking Center 211 E Yakuaa Avenue Yalnma, WA 98901 ASSIGNMENT OF RENTS Reference # Of applicable) _ Grantors) 1 McCormick, Robert E 2 McCormick, Joyce L Grartee(s) 1 Washington Mutual Bank Additional on page A-, Legal Description M TRACT A, VALLEY PAIRE II VOL. 131 PGS. 39-43, Additional on page Assessor's Tax Parcel IUD#j' � 232305-9029--09 3 /"}� THIS ASSIGNMENT OF RENTS dated October 29, 2003, is made and executed between Robert E. McCormick and Joyce L. McCormick, husband and wife, whose address is 191 Mapleway Road, Selah, WA 98942 (referred to below as "Grantor') and Washington -Mutual Bank, whose matfing address is 211 E. Yakima Avenue, Yakima, WA 98901 (referred to below as "Lender') 20031105001210.002 ASSIGNMENT OF RENTS (Continued) Page 2 ASSIGNMENT. For valuable consideration, Grantor hereby assigns, grants a continuing security Interest in, and conveys to Lender all of Grantor's right, title, and Interest in and to the Rents from the following described Property located in King County, State of Washington See Fxhi'brt "A" attached hereto and by this reference Incorporated herein The Property or its address is commonly known as 16405 Southeast Maple Valley Highway, Renton, WA 9BG58 The Property tax identification number Is 232305-9029-09 CROSS-COLLATERALIZATION In addition to the Mote, this Assignment secures all obligations, debts end liabilities. plus interest thereon, of Grantor to Lender, or any one or mare of them, as welt as all claims by Lander against Grantor or any one or more of themr whether now existing or hereafter arising, whether related or unrelated to the purpose of the Nola, whether voluntary or otherwise, whether due or not due, direct or rndveetr determwnad or undetermined, absolute or contingent. hqurdated of unliquldated whether Grantor may be liable individually or faintly with others, whether obligated as guarantor, surety, accommodation party or otherwise, and whether recovery upon such amounts may be or hereafter may become barred by any Statute of limtietfons, and whether the Obligation to repay such amounts may be or hereafter may become otherwise unenforceable THIS ASSIONMENT I$ GVEN TO SECURE ill PAYMENT OF THE INDEBTEDNESS AND 421 PERFORMANCE OF ANY AND ALL osLIGATIONS OF GRANTOR UNDER THE NOTE, THIS ASSI"MENT, AND THE RELATED DOCUMENTS THIS ASSIGNMENT IS GIVEN AND ACCEPTED ON THE FOLLOWING TERPAs PAYMENT AND PERFORMANCE Except as otherwise provided in this Assignment or any Related Documents, Grantor shall pay to Lender all amounts secured by this Assignment as they, becoma due, and shag stnotly perform ail of Grantor's obligations under this Assignment Unless and until Lender exorcises its right to collect the Rents as provided below and $o long ae there is no default under this Assignment, Grantor may remain in possession and control of and operate and manage the Property and collect the Rents, provided that the granting Of the right to collect the Rents shall not constitute Lender's consent to the use of cash collateral In a bankruptcy proceeding GRANTOR'S REPRESENTATIONS AND WARRANTIES Grantor warrants that Owrimhop Grantor is entitled to receive the Rents free and clear of all rights, loans, hens, encumbrances, and claims except as disclosed to and accepted by Lender in writing Right to Asargn Grantor has the full right, power and authority to enter into this Assignment and to assign and convey the Rents to Lender No Paw Assignment Grantor has riot previously assigned or conveyed the Rents to any other person by any instrument now m force No Further Transfer Grantor will not sell, assign, encumber, or otherwise dispose of any of Grantor's nghts in the Rents except as prowled in this Assignment LENDER'S RIGHT TO RECEIVE AND COLLECT RENTS Lender shall have the right at any time, and even though no default shall have occurred under this Assignment, to collect and receive the Rents For this purpose, Leader is hereby given and granted the following rights, powers and authority Notice to Tenants Lender may send notices to any and all tenants of the Property advising them of that Assignment and directing all Rents to be paid directly to Lender or Lender's agerrt Enter the Property Lender may enter upon and take possession of the Property, demand, collect and receive from the tenants or from any other persons liable therefor, all of the Rents, institute and carry on all legal proceedings necessary for the protection of the Property, including such proceedings as may be necessary to recover possession of the Property, collect the Rents and remove any tenant or tenants or other persons from the Property Mamlam the Property Lender may enter upon the Property to rnaintaro the Property and keep the same in repair, to pay the costs thereof and of all servrees of all employees, including thew equipment, and of all continuing costa and expenses of maintaining the Property in proper repair and cortdmon, and also to pay all taxes, assessments and water utilrbw, and the premiums on fire and other insurance effected by Lender on the Property Compliance with Laws Lender may do any and all things to execute and comply with the sews of the State of Washington and also all other laws, rules, orders, ordinances and requirements of all other govemmentar agencies affecting the Property Laws the Property Lender may rent or lease the whole or any part of the Property for such term or terms and on such conditions as Lender may deem appropriate Employ Agents Lender may engage such avant or agents as Lender may deem appropnate, either in Lender's name or in Grantor's name, to rent and manage the Property, including the collection and application of Reins Other Acts lender may do all such other things and acts with respect to the Property as Lender may deem appropriate and may act axctusively and solely in the place and stead of Grantor and to have all of the powers of Graritor for the purposes stated above me Requirement to Act Lender shall not be required to do any of the foregoing acts or things, and the fact that Lender shall have performed one or more of the forego+ng acts or things shalt not require Lender to do any other specific act or thing APkUCATION OF RENTS All costs and expenses incurred by Lender in connection with the Property shall be for Grantor's account and Lander may pay such costs and exp9n3es from the Rents Lender, vi Its &Ole discretion, shall determine the application of arty and all Rents racerved by it, however, any such Rents received by Lender which are not applied to such costs and expenses ehali be applied to the Indebtedness All expenditures made by Lender under this Assignment and not reimbursed from the Rents shall become a part of the Indebtedness secured by this Assignment, and shag be payable on demand, with interest at the Note rate from date of expenditure until pad FULL PERFORMANCE If Grantor pays all of the Indebtedness when due and otherwise performs all the obligations imposed upon Grantor under this Assignment, the Note, and the Related Documents, Lender shag execute and deliver to Grantor a suitable satiafaction of this Assignment and suitable statements of termination of any financing statement an file evidencing Lender's security interest In the Rents and the Property Any termination fee required by law shall be pad by Grantor, if permitted by applicable law LENDER'$ EXPENDITURES If any action or proceeding is commenced that would materially affect Lender's interest in the Property or if Grantor lads to comply with any provision of this Assignment or any Related Documents, including but 20031105001210.003 ASSIGNMENT OF RENTS (Continued) Page 3 not hinted to Grantor's failure to discharge or pay when due any amounts Grantor is required to discharge or pay under this Assignment or any Related Documents, Lender on Grantor's behalf may (but shall not be obligated tot take any action that Lender deems appropriate, including but not limited to discharging or paying all taxes, hens, security interests, encumbrances and other claims, at any time levied or placed on the Rents or the Property and paying ail costs for insmhng, maintaining and preserving the Property All such expenditures incurred or paid by Lender for such purposes will thou bear interest at the rate charged under the Note from the date incurred or paid by Lender to the date of repayment by Grantor All such expenses will become a part of the Indebtedness and, at Lander's option, will fA) be payable on demand, 18) be added to the ba;anca of the Note and be apportioned among and be payable with any mstallmem payments to become due during either {1) the term of any applicable Insurance policy, or 12) the remaining term Of the Note, or (C) be treated as a balloon payment which will be due and payable at the NOte's maturity The Assignment also vng secure payment of these amounts Such right shag be in addition to all other rights and remedies to which Lender may be entitled upon Default DEFAULT Each of the following, at Lender's option, shall constrtute an Evert of Default under this Aastionment Paymmit Defatdt Grantor fads to make any payment when due under the Indebtedness Other Defaults Grantor fads to comply with or to perform any other term, obligation, covenant or condition contained in this Asatgrarhent or in any of the Related Documents or to comply with or to perform any term, obligation, covenant or condition contained in any other agreement between Lender and Grantor Default on Other Peymenfa Failure of Grantor within the time required by thus Assignment to make any payment for taxes or insurance, or any other payment necessary to prevent filing of or to effect discharge of any lion Default in Favor of Third Pandas Grantor dalaults under any loan, extension of credit, securrty agreement, purchase or sales agreement, or any other agreement, in favor of any other creditor or person that may materially affect any of Grantor's property or Grantor's ability to perform Grantor's obligations under this Assignment or any of the Related Documents Environmental Derfault Failure of any party to comply wrth or perform when due any term, obligation, conwenarn OF oondnron contained in any environmental agreement executed in connection with Una Property False Statements Any warranty, representation or statement made or furnished to Lender by Grantor or on Grantor's behalf raider tus Assignment or the Related Documents is fefae or misleading in any materiel respect, aithm now or at the time made or furnished or becomes false or rmsleadstg at any time thereafter Defacttve Cogatsralaatron This Assignment or any of the Related Documents ceases to be in full force and effect lincludsrg failure of any collateral decumAnt to create a valid and perfected security interest or lien) at arty time and for any reason Death or Insolvency The death of any Grantor, the insolvency of Grantor, the appointment of a racetver for any part of Grantor's property, any assignment for the benefit of credrtors, any type of creditor workout, or the commencement of any proceeding under any bankruptcy or insolvency laws by or against Grantor Creditor or Forfeiture Proeeedmgs Commencement of foreclosure or forfeiture proceedings, whether by judicial proceeding, self-help, repossession or any other method, by any creditor of Grantor or by any governmental agency against the Rents or any property securing the Indebtedness Thts includes a garnishment of any of Grantor's accounts, including deposit accounts, with Lender However, this Event of Dgfrwlt shall not apply it there rs a good faith dispute by Grantor Be to the validity or reasonableness of the claim which is the bears of the creditor or forfeiture proceeding and of Grantor gives Lender wntten notice of the creditor or forfeiture proceeding and deposits with Lander monies or a surety bond for the creditor or forferture proceeding, in an amount determined by Lender, in its sole discretion, as being an adequate reserve or bond for the dispute Property Damage or Less The Property is lost, stolen, substantially damaged, sold, or borrowed against Events Affectung Guarantor Any of the preceding events occurs mth respect to any guarantor, endorser, surety, or accommodation party of any of the Indebtedness or any guarantor, endorser, surety, or accommodation parry dies or becomes incompetent, or revokes or disputes the validity of, or habtlity under, any Guaranty of the Indebtedness In the event of a death, Lender, at its option, may, but shall not be required to, permit the guarantor's estoto to assume uncondtnonagy the obligations arising under the guaranty in a manner satisfactory to Lender, and, in doing so, cure any Event of Default Adverse Change A material adverse change occurs in Grantor's financial contortion, or Leader believes the prospect of payment or performance of the Indebtedness is impaired Insecurity Lender in good faith believes itself insecure Clore Provesrens It any defsuft, other than a default in payment is curable and if Grantor has not been given a notice of a breach of the some provision of this Assignment wdhn the preceding twelve (12) months, rt may be cured land no avant of default will have occurred) if Grantor, after recoving written notice from Lender demanding cure of such default 11) cures the default within fifteen (10 days, or {2) if the cure requires more than fifteen (16) days, enmedreteiy initiates steps whrch Lender deems in Lender's sole discretion to be aufherent to cure the default and thereafter conrtuxies and completes all reasonable and necessary steps sufficient to produce compliance as sown as reasonably practrcai RIGHTS AND REMEDIES ON DEFAULT Upon the occurrence of any Event of Deleult and at any time thereafter, Lender may exercise any one or more of the following rights and remedies, in addition to any other rights or remedies provided by law Accelerate Indebtedness Lander shall have the nght at its option without notice to Grantor to declare the entire Indebtedness immediately due and payable, including any prepayment penalty which Grantor would be required to Pay Collect Rents Lender shall have the right, without notice to Grantor, to take possession of the Property and collect the Rents, includuV amounts past due and unpaid, and apply the net proceeds, over and above Lender's costs, against the Indebtedness In furthwarice of this right, Lander shall have all the rights provided for in the Lender's Right to Receive and Collect Rents Section, above If the Rents are collected by Lender, then Grantor irrevocably designates Lender as Grantor's attorney-m-fact to endorse instruments received in payment thereof in the name of Grantor and to negotiate the same and collect the proceeds Payments by tenants or Other users to Lender in response to Lender's demand shall satisfy the obligations for which the payments are made, whether or not arty proper grounds for the demand existed Lender may exercise ins rights under this subparagraph either in person, by agent, or through a receiver Appoint Receiver Lender shall have the right to have a receiver appointed to take possession of all or any part of the Proporey, with the power to protect and preserve the Property, to operate the Property preceding or pending foreclosure or sale, and to collect the Rents from the Property and apply the proceeds, over and above the cost of 2DO311OSM214.004 ASSIGNMENT OF RUNTS (Conthiledl page a the reeervaiship, against the Indebtedness The receiver may serve without bond if permitted by law Lender's right to the appointment of a receiver shall exist whether or not the apparent value of the Property exceeds the Indebtedness by a substantial amount Employment by Lander shall not disqualify a person from serving as a receiver Other Remedies Lender shall have all other rights and remedies provided in this Assignment or the Note at by law Electron of Remedies Electron by Lender to pursue any remedy shall not exclude pursuit of any other remedy, and an electron to make expenditures or to take action to perform an oblWtton of Grantor under this Assignment, after Grantor's failure to perform, shall not affect Lender's right to declare a default and exercise its remedies Attorneys' Fees, Expenses It Lender institutes any suit or action to enforce any of the terms of Phis Assignment, Lender shall be entitled to recover such sum as the court may adjudge reasonable as attorneys' fees at trial and upon any appeal Whether of not any court aCtioa is involved, and to the extent not prohibited by law, all reasonable expenses Lender incurs that in Lender's opinion are necessary at arty Arms for the protection of its interest of the enforcement of its rights shall become a part of the Indebtedness payable on demand and shall hear interest at the Nate rate from the date of the expenditure until repaid Expenses covered by this paragraph include, without hmrtaton, however subject to any Omits under applicable law, Lender's attorneys' fees and Lender's legal expenses, whether or not there is a lawsml, including attorneys' fees and expenses for bankruptcy proceedings (including efforts to modify or vacate any automatic stay or mjunciton), appeals, and any anticipated post -judgment collection seances, the cM of searching retards, obtaining tide reports Jmcludmg foreclosure reports), surveyors' reports, and appraisal fees, title insurance, and fees for the Trustee, to the extant permitted by applicable law Grantor also will pay any court costs, in addition to all other sums provided by law MISCE11ANEOUS PROVISIONs The following mscellanoous provisions are a part of this Assignment AmendrneMa This Assignment, together with any Related Documents, Certatrtutes the entrro understanding and agreement of the part** as to the matters set forth in theS Assignment No alteration of or amendment to this Assignment shall be effective undess given in writing and signed by the party or parties sought to be charged or bound by the alteration or amendment Caption Headings Capton headings in this Assignment are for convenience purposes only and are not to be used to interpret or define the provtslons of this Assignment Governing Law This Assignmemt will be governed by, construed and enforced m accordance wrth federal law and the laws of the State of Washington Thrs Assignment has been accepted by Lander in the State of Washmgton Joint and Several Liabrhty All obligations of Grantor under this Assignment shag be joint and several, and all references to Grantor shall mean each and every Grantor This means that each Grantor signing below is responsible for all obligations in this Assignment Merger There shall be no merger of the interest or estate created by this assignment with any other interest or estate in the Property at any Urine held by or for the benefit of Lender in any capacity, without the written consent of Lender Interpretation [1f In all cases where there is more than one Borrower or Grantor, than all words used in this Assignment in the singular shall be deemed a have been used In the plural where the contract and construction so require 0 11 more than one person signs this Assignment as "Grantor," the obligations of each Grantor are pint and several This means that if Lender brings a lawsuit, Lender may sus any one or more of the Grantors If Borrower and Grantor are not the same person, Lender need not sue Borrower first, and that Borrower need not be joined in any lawsuit M The names given to paragraphs or sections in this Assignment are for convenience purposes only They are not to be used to interpret or define the provisions of this Assignment No Waiver by Lender Lender shall not bo deemed to have. waived any rights under this Assignment urdess such waiver is gren fit writing and signed by Lender No delay or omission on the part of Lander in exercising env right shall operate as a waiver of such right or any other right A waiver by Lender of a provision of this Assignment shall not prejudice or conatitute a waiver of Lender's right otherwise to demand strict compliance with that provision or any other prowum of this Assignment No prior waiver by Lander, nor any course of dealing between Lender and Gramor, shall oonfroune a warver of any of Lenders rights or of any of Grantor's obligations as to any future transactions Whenever the consent of lender is requrrad udder this Assignment, the granting of such consent by Lender in any instance shall not constitute continuing consent to subsequent instances where such consent is required and in all cases such consent may be granted or withheld in the sole discretion of Lender Notices Subject to applicable law, and except for notice required or allowed by law to be given in another manner, any notice required to be given under this Assignment shall be given in writing, and shag he effective when atrujay delivered, when actually received by Werfacsim la funless otherwise required by law), when deposited with a n rbarially recognized overnight courier, or, if mailed, when deposited in the Cleated States mad, as first class, certdred or registered mad postage prepaid, directed to the addresses shown near the beginning of this Assignment Any party may change Its address for notices under this Assignment by giving formal written notice, to the other parties, specifying that the purpose of the notice is to change the party's address For notice purposes. Grantor agrees to keep Lender informed at all times of Grantor's current address Subject to applicable law, and except for notice required or allowed by law to be given in another manner, if there is more than aria Grantor, any notice given by Lender to any Grantor is deemed to be noble given to all Grantors Pwmrr of Attorney The various agencies and powers of attorney conveyed on Leader under this Asargnrnent are granted for purposes of security and may not be revoked by Grantor until such time as the soma are renounced by Lander 5everability If a court of competent junsdichan finds any provisxtn of Alva Assignment to be illegal, Invalid, or unenforceable as to any person or circumslarice, that finding shall not make the offending provision illegal, invalid, or unenforceable as to any other person or Circumstance If feasible, the Offending provision shall be considered modified so that it becomes legal, valid and enforceable If the offending provision Cannot be so modified, rt shall be considered deleted from this Assignment Unless otherwise required by law, the dlegaltty, Invalidity, or urtenforceablltty of any provision of this Assignment shall not affect the legality, validity or endorceabrkty of any other provision of this Assignment Successors and Assigns Subject to any limitations stated in this Assignment on transfer of Grantor's interest, this Assignment shall be binding upon and inure to the benefit of the parties, their successors and assigns tt ownership of the Property becomes vested in a person other than Grantor, Lender, without notice to Grantor, may deal with Grantor's successors with reference to this Assignment and the Indebtedness by way of forbearance or extension without releasing Grantor from the obligations of thie Assignment or liebikty under the Jndabtacl Tine is of the Essence Time is of the essence in the performance of this Assignment 20031106001210.005 ASSIGNMENT OF RENTS (Continued) Page 5 WAIVER OF HOMESTEAD EXEMPTION Grantor hereby releases and waives all rights and benefits of the homestead exemption laws of the State of Washington as to all lWebtedno$s secured by this Asaignment WAVER OF RIGHT OF REDEMPTION NOTWITHSTANDING ANY OF THE PROVISIONS TO THE CONTRARY CONTAINED IN THIS ASSIGNMENT, GRANTOR HEREBY WAIVES ANY AND ALL RIGHTS OF REDEMPTION FROM SALE UNDER ANY ORDER OR JUDGMENT OF FORECLOSURE ON GRANTOR'S BEHALF AND ON BEHALF OF EACH AND EVERY PERSON, EXCEPT JUDGMENT CREDITORS OF GRANTOR, ACQUIRING ANY INTEREST IN OR TITLE TO THE PROPERTY SUBSEQUENT TO THE DATE OF THIS ASMNMEAIT DEFINITIONS The following capitalized words and terms shall have the following meanings when used in this Assignment unless Specifically stated to the contrary, ail references to dollar amounts shall mean amounts in lawful money of the United States of America Words and terms used in the singular shall include the plural, and the plural shall include the singular, as the context may require Words and terms not otherwise defined in thas Assignment shall have the meanings attributed to such terms in the Uniform Commercial Code Assignment The word 'Assignment" means this Assignment of Rents, as this Assignment of Rents may be amended or modified from time to rime, together with all exhibits and schedules attached to ttm Assignment of Rents from tune to time Borrower The word "Borrower' means Robert E McCormick and Joyce L McCormick Default The word "Default" means the Default sat forth in this Assignment in the section titled 'Doifouilt" Event of Default The words "Event of Default" mean any of the events of default set forth in the Assignment in the default section of this Assignment Grantor The word "Grantor' means Robert E McCormick and Joyce L McCormick Guaranty The word "Guaranty' means the guaranty from guarantor, endorser, surety, or accommodation party to Lender, including without limitation a guaranty of all or part of the Note Indebtedness The word "Indebtedness" means all principal, interest, and other amounts, costs and expenses payable under the Note or Related Documents, together with all renewals of, extonsions tit, modifications at, consolidations of and substitutions for the Note or Related Documents and any amounts expended or advanced by Lander to discharge Grantor's obligations or expenses incurred by Lender to enforce Grantor's obligations under this Assignment, together with interest an such amounts as provided in this Assgnmant Lender The word 'Lender' means Washington Mutual Bank, ds Successors and assigns Note The word "Noss' means the promissory note dated October 29, 2003, 1n the original priAcipa) amount of $670,000 00 from Grantor to Lander, together with all renewals of, extensions of, rnodihoatrens of; rahnancings of, consolidations of, and substitutions for the promissory note or agreement Prop" The word 'Property' means all of Grantor's right, title and interest in and to aft the Property as described in the 'Assignment" section of this Assignment Related Documents The words 'Related Documents' mean all promissory notes, credit agreemerns, loan agreements, environmental agreements, guaranties, sacunty agreements, mortgages, deeds of trust, security deeds, collateral mortgages, and all other instruments, agreements and documents, whether now or hereafter existing, executed rn connection with the Indebtedness Rents The word "Rents' means all of Grantor's present and future rights, title and interest in, to and under any and all present and future leases, including, without limitation. all rams, revenue, income, issues, royalties, bonuses, accounts receivable, cash or security dopasrts, advance rentals, profits and proceeds from the Property, and other payments and benefits derived or to he derived from such leases of every kind and nature, whether due now or later, including without limitation Grantor's right to enforce such lasses and to receive and collect payment and proceeds thereunder THE UNDERSIGNED ACKNOWLEDGES HAVING READ ALL THE PROVISIONS OF THIS ASSIGNMENT THIS DOCUMENT IS EXECUTED ON OCTOBER 29, 2003 GRANT4Ec f� X _ ror , I vi Pit x 0 Jo L rmick, ndmdueay 2003110SM 210.006 ASSIGNMENT OF RENTS (Continued) Page 6 INDIVIDUAL ACKNDWLRDGMENT ""'" ""• SPATE OF 7% _v r _ uLL COUNM OF �a O On this day before me, the undersigned Notary Pubbc, personalty appeared Robart E Mecorrmek," me or proved to me on the basis of sausfactory evidence to be the ,ndmduat desenbed in and (A Asargnment of Rams, and acknowledged that he or she signed the Assignment as his or her free and va�INNMreryLH&grui deed, for the uses and purposes therein mentioned � A 1�,r i, _ ' 1 Opwn under my hand and official seal this _ a day of L"� Ae 20co By Residing at [ J ja 1 4£� y2 {Ir4 N PetrtrC andrfar the State of, W My commission expires L rl S "Q 3 INDIVIDUAL ACKNOWLEDGMENT STATE OF } `• o`af COUNTY OF } : w' ssy�QD; w= On this day before me, the undersigned Notary public, personally appeared Joyce L McCorm,Wrl if ttagY,rre+woo ��,•`` me or proved to " on the bases of satisfactory avAance 10 be the individual described in an ' Assignment of Rants, and acknowledged that he or she signed the Asaignmentas tens or her free and r ,d�td dead, for the uses and purposes therein montioned 14- �"�p Given under my hand and otheral seal this _ _ day of -A , 20 Q3 H Reading at Nola P,AaM �fd f the mu o A- `U my eommraseon expuea uaa narr,a w eramme ur, n.wa.,,....,swee,. .. ia> inn arfys ar.rr� w� +xn wirp,arawirw a, rain n, ar 20031105001210.007 RETURN ADDRESS. Washington Mutual Bank Yakima Commercial Banking Center 211 E Yekitna Avenue Yakima, WA 98901 EXHIBIT "A" Reference # (if applicable} Additional on page Grantor(s). 1 McCormick, Robert E 2 McCormick, Joyce L Grantee(s) 1 Washington Mutual Bank Legal Description.___ Additional on page Assessor's Tax Parcel ID# 232305-9029-09 This EXHIBIT "A- Is attached to and by this reference la made is part of the Aasronmairt of Rents, dated October 29. 2003, and executed in connection wnh a loan or othor financial ace6nimodatimss between WASHINGrON NRITUAL BANK and Robert t: McCormick and Joyce L McCormick SEE ATTACHED LEGAL DESCRIPTION THIS EXHIBIT "A' IS EXECUTED ON OCTOBER 29, 2003 GAAN McCorrirck, llrrduepy �� x J�e�ccormmk, 20031105004210.008 PARCEL A - The west 201 feet of the southwest quarter of the southwest quarter of Section 24, Township 23 North, Range 5 East, W M , in King County, Washington. PARCEL B Beginning at the northwest corner of the southwest quarter of the southwest quarter of section 24, Township 23 North, Range 5 East, W.M , in King County, Washington, thence east along the north line of said southwest quarter of the southwest quarter of Section 24, a distance of 201 feet, thence north to the southerly right of way line of county road; thence northwesterly along the southerly right of way line of said county road to the west line of said Section 24; thence south along the west line thereof to the point of beginning. PARCEL C- Commencing at a point on the east boundary line of Section 23, Township 23 North, Range 5 East, W M , in King County, Washington, which point is north 0'12143" east 1398.72 feet from the southeast corner of said Section 23 and south 0'12'43" west 90 13 feet from the point of intersection of the above described east boundary line of said Section 23 and the center line of the tract and right of way of.the Columbia and Puget Sound Railway, thence from this TRUE POINT OF BEGINNING south 0°12'43" west 420 63 feet, thence north 81*35117" west 295.04 feet; thence north 0*12143" east 400 feet, more or less, to a line concentric with and 90 feet (radial measurement) southerly of the center line of the Columbia and Puget Sound Railway, thence easterly along said concentric line 295 feet, more or less, to the point of beginning, EXCEPT any portion thereof which lies northerly of the southerly margin of Southeast Renton -Maple valley Highway (p 3 H No 2) as established by deed recorded under Recording Number 1545508 PARCEL D . A portion of a portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 East, W M , in King County, Washington, described as follows Commencing on the easterly line of said subdivision at a point north 0*121431 east 1398 72 feet from the southeast corner of said Section and south 0*12143" west 90.13 feet from the intersection of said easterly line with Center of tract and right of way of Columbia and Puget Sound Railway; thence south 0'12143" west 420.63 feet, thence north 81*35,171, west 295.00 feet to the TRUE POINT OF BEGINNING, thence north O'12'43" east 265.00 feet, thence north 81'35'17" west 20 00 fleet; thence south G'12143" west 265 feet; thence south 81'35'17" cast 20.00 feet to the TRITE POINT OF BEGINNING J:l;Q0iM- l That portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 East, W M , in King County, Washington, described as follows Commencing on the easterly line of said subdivision at a point north 0'12143" east, 1,398 72 feet from the southeast corner of said section and Routh 0'12'43" west, 90 13 feet from the intersection of said easterly line with the centerline of tract and right-of-way of Columbia and Puget Sound Railway, thence south 9'12'43" west, 420.63 feet; thence north 81'35117" west, 195 04 feet to the TRUE POINT OF BEGINNING, thence north 81'35'17" west, 353 03 feet, thence north 0'12'43" cast, 384.52 feet; 2003110500121o.00s thence easterly on a 0°26'curve to the left through an angle of 2"32'26^, an are distance of 350.00 feet, thence southerly to the TRUE POINT OF BEGINNING; EXCEPT the east 100 feet thereof, AND EXCEPT that portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 East, W M_, in King County, Washington, described as follows Commencing on the easterly line of said subdivision at a point north. 0°12143" east, 1,396 72 feet from the southeast corner of said section and south 0°12'43" west, 90.13 feet from the intersection of said easterly line with the center tract and right-of-way of Columbia & Puget Sound Railway, thence south 0°12'43" west, 420 63 feet; thence north 81*35117" west, 295.04 feet to the TRUE POINT OF BEGINNING, thence north 0*12143" east, 265.00 feet; thence north 81°35117" west, 20.00 feet; thence south 0*12143" west, 265.00 feet, thence south 81"35117" east, 20.00 feet to the TRUE POINT OF BEGINNING, AND EXCEPT portion lying within Primary State Highway No 5 PARCEL F The north 50 feet Of the east 350 feet of Tract A of the plat of Valley Faire II, according to the plat thereof recorded in Volume 131 of Plats, pages 39 through 41, inclusive, in King county, Washington, as measured along the north line of said Tract A 20D70228001947.001 T AFTER RECORDING RETURN TO: Cynthia L. Thompson OLSEN LAW FIRM PLLC 604 W. Meeker Street, Suite 101 Kent, Washington 98032 Document Title: Notice of Landlord's Lien for Rent Auditor's Reference plumber: Grantor(s)t Ernesto Cisneros Andrade Angela C. Thompson-Burcham John H. Burcham Grantee(s)r Valley View Mobile Dome Park Legal Description: Tax Parcel No. The Auditor/Recorder will rely on the information provided on this cover sheet. The Staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. 20070228001947.002 a OLSEN LAw FiRM PLLc _ WALTER H. OLSEN, JP-*. ATTTTRMY AT LAW B- ToNY B RANSON, ATTORNEY AT LAW TROY R. NEHR4NG, ATTORNEY AT LAW KHAuL KHAN, AITORNSY AT LAW -"MMW1XWMHWMHAM0Kh=N CYNTTIIA T mOMPsom PARAL&GAL/OFFIcs MANAGE DOUG SCHARNHORST, PARALEGAL/CONTROW NoREEN M. Pmus, PARALB& MRIL M. REEnraL, PARALEG! KELLEY GRZEMON, AriMINiSTRATTYE ASSISTAL February 27, 2007 CERTIFIED MAIL RETUP.N RECEIPT REQUESTED and FIRST CLASS MAIL Mr. Ernesto Cisneros Andrades John Doe Occupant Valley View, Space 11 16405 S.E. Maple Valley Hwy Renton, Washington 98058-8375 Ms. Angela C. Thompson-Burcham Mr. John H. Burcham 16405 S.E. Renton Maple Valley Road Renton, Washington 98058-8375 Re: Notice of Landlord Lien Foreclosure Sale -Public Auction Dear Sirs/Madams: Please be advised that Robert McCornuck, as landlord, is hereby asserting a landlord's Iien for up to four months rent and other expenses upon all personal property issued or kept at the address of Valley View Mobile Home Park, Space 11, 16405 S.E. Maple Valley Highway, Renton, King County, Washington, including the mobile home, pursuant to RCW 60-72.010. 604 W. ZMEEKER STREET -SUITE 101•KEu-r•zVAsxtNGTON•98032•TELE•253-813-811 I+AX-253-813-8133 20070228001 s47.003 Mr. Ernesto Cisneros Andrade John Doe Occupant Ms. Angela C. Thompson-Burcham Mr. John H. Burcham February 27, 2007 Page 2 PLEASE TAKE NOTICE that a public We of such property will take place on Friday, March 30, 2007, at 9:00 A.M. at the following address: Valley View Mobile Home Park Space 11 16405 S.B. Maple Valley Highway Renton, Washington The landlord will accept any commercially reasonable offer for such property and the proceeds of such sale shall be applied pursuant to RCW 60.10.030. 1f such property be removed from the rented premises, the lien shall continue and be a superior lien on the property so removed, and the lien may be enforced against the property wherever found in the event the property contained in the rented premises be destroyed, the lien shall extend to any money that may be received by you as indemnity for the destruction of the property - Sincerely, OmEN,LAw FutM P.L.c Walter H. Olsen, Jr. - WSBA #24462 B. Tony Branson - WSBA #30553 Troy R. Nebring - WSBA #32565 Khalil Khan - WSBA ##36725 Attorneys for Landlord OLSEN LAw Fixm PLLC 604 IV. Meeker Street, Suite 101 Kent, Washington 98032 Ph: 253.313.3111 Fax: 253.813.8133 f Y-'s i.L1L1� '1•T ' /SR tt-. 37 fAry * �5+� tyS1 FSNlF�1;yl i ■ 1 f ,� ' i : � '�f' of yy7i � Y �' � i /� .7 ,N ; A N�hµr� � (.Y �4�i i� 7� { ri 0l�l�� S� £i�l'4 } f � � M+ i '_•1 V i'�GY'!Vl'�yi.' .-..•• 'W Z�4'�y S J rt4F S A�i r.''d'}I� ` R s \ 1 �.�, f .1 � --•� L �. .r r .y� fir,., t j„Y�„ ,N.,! a'i7.r r S _ r � •"y+#* 33 y ............... P eyw This deed Is given In fulfillment of that certain real 2 astats contract between the parties hereto, dated March 10 1961 ;",l' and nonditionod for'tba conveyance of the above described property, and thi covenants of,wkrmnty herelarcoutalned &hall not Apply to any title, 'ti *,our 0 a not interest or encumbrance arising by, Mrough or an -or 'th chasii L ta[4 co tmetAnd shall , apply to any taxes,-, Ass esark onto orother.charges or becoming -..due sUboeqVftFkV' to the date of said contract. X Su bjeet to All easements. restrictions and reservatlofis of oeord,it agar, R — Dated this 196, loth cj��' of (SM) F r Y w­­ - STATE OF WASHINGTON IL County of larig On this day personally appeared before UK Rex Jonas, gridS Letha C.,..,Jons lag 10 me komm to be the iWIYWwW With Torero mat, w =l 8 dewlb*d In =knowledged that they mfgwd the same u their- ; - free and mguntvy Act and deed, for the Ug" and purposes therein mendoomi 'GVENjunots'My haw SW Adel NMI this 013, #'?r JjLA P" j" A, JAd $,At* A iJ Aq -A —4, "p� PW -P 0 w IF TA 'A 20030930003397.001 7 r AFTER RECORDING MAIL TO: ROBERT MCCORMICK 191 MAPLEWAY RD SELAH WA, 98942 C#603155-07 Document Title(s) (Or transactions contained therein) 1 STATUTORY WARRANTY FULFILLMENT DEED 2 i 0 /; 4 I lui -3� i Grantor(s) (Last name first, then fast name and mituds) 1 QUACKENBUSH, DONALD F 2 QUACKENBUSH, AGNES M 3 4 5 Q Additional Names on Page of Document Grantee(s) (Last name first, then fast name and initials) 1 ANDERSON, ROY B 2 ANDERSON, MARGARET D 3 4 5 0 Additional Names on Page of Document Exase Tax Paid on Contact Aff Nixe- �,.�.. King nay Rec� 5 Dnrisiort SY Dep* Legal Description (Abbreviated i e , lot, block, plat, or section, townslup, range) PTN TRACT A, VALLEY FAIRE II, VOL. 131, PGS 39--43, PTN SW 24-23-05 & SE 23-23--05 Legal Description is on Page 2 of Document Assessor's property Tax Parcel/Account Nurnber 232305-9029-09 Reference Number(s) (of documents assigned or released) [] Additional Reference Numbers on Page of Document 20030930003397.002 h 108"S'ameplea?N e insurande Co THIS SPACE PROVIDEt) FOR RECORDER'S USE A Ssrwz . of 7'�ansaneerscm Corporatwre Filed for Record at Request of Name- ............ ..................... Address - City and State_.- .. _. Statutory Warranty Deed THE GRANTORS, DONALD F. QUACKENBUSH and AGNES M. QUACKENBUSH, husband and wife, for and in consideration of TEX DOLLARS and Other Valuable Consideration in band paid, conveys and warrants to ROY B. ANDERSON and MARGARET D. ANDERSON, husband and wife, the following described real estate, situated in the County of King , State of Waslungton- Satd property is legally described on the attached Exhibit "A" which is by this reference made a }cart hereof. SUBJECT TO that: easement for electric transmission and distribution line disclosed by instrument recorded under Auditor's File No. 3493828. i This deed is given in fulfiIlment of that certain real estate contract between the parties hereto, dated July 1 , 19 75 , and conditioned for the conveyance of the above described property, and the covenants of warranty herein contained shall not apply to any title, interest or encumbrance arising by, through or under the purchaser in said contract, and shall not apply to any taxes, assessments of other charges levied, assessed or becoming due Subsequent to the date of said contract. Real Estate Sales Tax was paid on this sale on %, /q%S , Rec. No. 4 1 Dated this 1st day of July Q , 19 75. A HS M. QiiACKENBiJ$FI •- - ---- STATE OF WASHMGTON. ss. County of KING On this day personalty appeared before me DONALD F . QUACKENBUSH and AGNES M. QUACKENBUSH, to nxe -A- ^to be the individuals descrlbed in and who executed the within and foregoing instrument, and adknj5wledgeI It dfibat-1 they signed the same as their free and voluntary act and deed, for the dues and^pulxposes therein mentioned. " 1 m I�GMN under_-y hand and official seal this day of July 11975 Notary Public an /or the State of Waskbigton, ra,�, rr, w sit residing at Mercer is land 20030930003397.003 , . �t•. rtra�•EXHIBIT "A" PARCLk "A": { The West 201 feet Of the S0IItliwcst '4 of the Southwest{ d` of Section 24, Township, 21 North, Range 5 Laet, W.M. PARCIiL "13" . Beginning at the N0rLJIWVSt earner of the Southwest � ,7f the, Southwest 'q of Section 24, Township "i 14orth, Rangt S Fast W.I.; thence East along the North line of said Southwest 4, f the Southwest 4 of Section '.4, a distance of 201 feet; ' thence North to the Southerly right of way line of CQd-ky Road; thence Northwesterly alonn the Southerly right of waYline of said County Road to the West l-.ne of said Section 2.4, thence South alone the West line thereof to the 1��3t}t `of• ^beginning; PARCEL'rtl : Commencxn at a oint on the East boundary line of Sec,,tion 23 Township �3 Nort , Range 5 East W.M., which Point I North O�12'43" East 1398.72 feet from the Southeast corner,of said .Section 23 and South 0°12'43" West 90.13 feet from the point of interSection of the above des-cribed East boundary line of said Sectioti;23 and the center line of the tract and right of way of the Columbip and Puget Sound Railway; thence from this true point of beginning South 0°12143" West 420.63 feet; ,IV thence North 81*35117" West 295.04 feet; thence North 0*12143" East 400 feet, more or less, to`;a line Concentric with and 90 feet (radial measurement) Sotherly of the center line of the Columbia and Puget Sound Railway; thence Easterly along said concentric line,295 feet, more or less, to the point of beginning; PARCEL I'D" : A portion of a portion of the East k of the Southeast.`of Section 23, Township 23 North, Range 5 East W.M., described'as follows;' Beginning on the Easterly line of said subdivision a�,a�point Y Forth 0 12143" East 1398.72 feet from thQ'5outheast, orner of said Section and South 001V 43" West 90.13 feet from the intersection of said Easterly line with center of tract' and right of Way of Columbia and Puget Sound Railway; y thence South 0 12'43" West 420.63 feet; thence North 81"3S'17" West 295.04 feet to the true nbint of beginning; thence North 0°12'43" Last 265.00 feet; thence North 81a35117" nest 26.00 feet;,• i thence South 0°12143" West 265.00 feet; thence South 81035117" East 20.00 feet to the true point of beginning; ALL Situate in the County of: King, State of Washington: t Fs' 'COMFUVIA�T' OVSUnANCE jpAt" RCKPI"o PON UK -(Mis-p OWN W mum 2�mn f'2- Nut L; *-M F 6, 00 Cjlv[t%- WWA.a6. Of) Warranty Fulfillment Deed Co... THI CAANTOR Say A. k-Amacm aM Mw~ D. AMwmcm. komb" wd vifs for aw im emwItkortion of 010.00 ad other soW fad valmmblm caariderreltal hindRobert XcCarmick, ma wowried pewee, Amid W. sweacm It, DlIftam M wife, &" Dean W. stt"7 MW josell Utnw, humu" aw wife. the Wwb* 4wmbcd r%-A!4KwN;. sinmed is the cmnV of *me of Co. R06-I&MAN dw pcks hcscsa 4.d t9 and cwJkkwwd for the ownvpKv of Flit Okm dewrov, proven. and the cnvcnww of warmity Lenin cunwmcd da not xppto any ride. imtetai or —n*— avom by. 4W.MA or ender the puKhmr in said ctmqm. amd steal jw qVIr to my teen, LWOMOM wQdxr ch"M krW. asms" or bewming dur uphstvww in the &ft of said conn-,a. Difta dik tap Q 7 aby 4 Jung, 1977 ASPAL) tHalb). Am�dargon STATH OF WASMINMDN, cmxyKing ss af -)a flAs &Y V�Hy Wp.+ 4 b&m m H. and larawrat D. 1lmditsoo by air ka"m t* bt JW lq&VidMl &Klbcd kri and WPA) CULVjCdthu WW6rt QJW kMpifW 6r4IQNng. $DIJ ubv.*dwd that tw Aw" fhc sanic 25 their fi—AM vol --y act and &A for the wa "d pwq0" thcrm Wem6m& GIVEN willer iny &vpd tad offwW =1 this I977 7L4 pw im i L .. k; .be Nast 2D} feet•of the Soutftmtest quarter of the 5au bmt quarter of Section.24, TQmkip 23 North. RaRg4 6 fast WA, in Kim:g Coo►ty. Washington. � .. ! PARCEL B 8eglanfng at the Northttest corner -of the Southwest quarter of the Southnestm quarter of Saction•24. Township 23 North, Rauga•5 East W.M., 1n King County. Washington, thence East along the North line of said Southwest quarter of the Southwest :51 quarter of Section 24, a distance of 201 feat; thence North to the Southerly right of hay line of County Road; thence Northwesterly a}aat the Southerly right of war line of said County ! , Road to the lest line of said Section 24; thence South along the Mast lira thereof to -the point of beginning. PARCEL. C Cadzencinip at.a point on the East boundary line of Section 23, Tomnt;inip 23 North Range 5 East W.M., is icing County. Nashimgtoo, which point is Nortk 0'12143" East 1398.72 1 .not from the Southeast corner of said Section 23 aad Sowth.0•1214" Most 90,13 feet fray the point of intersection of the *be" described East boundary line of said Section 83 and the center line of the tract MW right of WMY'Df the Columbia and pttget:Sound Railway;. , thence fr= this true point of be Inning South 0°12'43' West 420.63 feet; oe !f theaorth-81.35'17" West 295.04 feet; -thence !(Drib 0412043/ Cost 400 feet, more or less. to a Ilea concentric with And 90 i4ot (radial eeammment) Southerly of the tenter line of the ColAbia and Puget Sound Railway; . thence Easterly along said concentric line 29s feet. more or lass■ to the point of beginning. �{ PARCEL D "A portion of a portion of the East half of the soWteast quarter of Section 23. } i Tawnship 23 North, Range 5 East W.M.. in Icing County. Washington, described as i follows: ` "Begiming on the Easterly line of said subdivision it a point Worth V12143"- " East 1398.72 feet fron the Southeast corner of said Section and South " 0012143" Nest 90.13 feet from the intersection of said Easterly line with center of tract and right of way of Col,rbia aad Puget Sound Railwayt " thence South 00120430 West 420.53 feet: ! thfinCe North bl'4.4'17" Kest 295.04 feet to the tree-peiet of begimwingi thence Norte 0'12'43" East 265.00 feet; themmce North 81a35117" kest 20.00 feet; tlmemce South 0°12'43" West 265.o0 feet; ; thmmee South 81'35'17" East 20.00 feee to the true point of beginning. , A11 Situate in the County of King, State of Washington, I ; i t i A }'l, l IU!fY^:try AT (; J'+ NA'J"1.. 'f p r IN'..: fit) u r1.4 Art'fND AVJII.Iip: ---------- &;&Ulrl%-Atrt-4044.......... nits srAet EL•,-W.n FOR tteattntrs tnR, ; r�irst American Title INSURANCE COMPAN't Fe 4 4 8 30 Filed for Record a1 Requeif of z1 Nuw.................. ........................ .......... .......................................................... n ar t t PACIFIC WEST Es>rRfl1q C6„ W, Address................................._RrO US3.. ........................... qenbm city and State ............................. � . ....... EXCISE TAX ,AID FEB 1319T 0 PURCHASER'S ASSIGNMENT OF CONTRACT AND DEED THE GRANTOR David W. Swadberg and W. Dianne Swadberg, his Wife, for value received d., hereby r,oncry and quit claim to i Dean W. Bitney and Jonell Bitney, husb. and wife, and Robert McCorgick, , the grantee, an unmarried ersona lase folJox;og described real estate, situated in King County , slate of Washington, Together with all idtcr acquired title of the grantor(s) therein. P�i[ICEL' A The west 201 feet of the Sout1wost,,quahter of the Southwest quarter of Section 24, TownshiD 23 North; Rane 5 East W.M., in King County, Washldgton. PARCEL•B, '4gginhing 9f the tltirthwest Gad �r r; f tale Southwest quarter of the Sb'utltrle�t' uarter of Section 24, Toi4nt'h 0,2�,�North, Range 5 East H.M., in King tbdnty. Washington;�'�I the..ce East along the llorUth Ti64 old said - Southwest quarter of the SOut�eit quarter of Section 24, _a bi st�ke',�f 201 feet; 1' ' 1' 1 thence'North to the' Southerly rfghi of'way line of County Road; ;.'' I thence Northwesterly alono MH Sou herly right of way line of said ,Cobndy' Road to the West 1i4te of Said' Sect ❑n 24, I thence South along 'the Wei t ,l,im2 t�terebf to the point of beginning. PARCEL C I I J e t i Commencing at a.point on `'oh latt''�oundary line of Section 23 iownth �23 ' llorthi'Ranje 5 East' WJ1,,11,'ihik169` ounty, Washington, which point 1.1: NbOth 0712'43" EAst,i398.72 feet,frbm?th� Sobtheast corner of said 5ectioh 23faAd South,0°12143" West 90.13"faiA frd{ the Point of intersection of thh 604 described East boundary. find of said Section 23 and the center lIna' .o,lht tract and right of Way of the'Columhia and Puget Sound Railway; I thence from `his true poik of beg.1nning South 0°12'43" Nest 420.63 f�6i,l thence North l31°35'17" West 295iO4 feet; 4.; thence North 0"12'43" Cast 40b fee,ir, more or less, to a line concentricjpwith and 90 feet (radial measul'enJe'nt) Southerly of the center line of the Cbiu&ia and Puget Sound Railway; thence Easterly along said concentric line 295 feet, more or less, tolthe' point of beginning. I ' t t r 4 Ao PARCEL D ` 1 i A portion of a portion 'of the East half of the Southeast quarter of S+:fibn 21, Township '1 North, Range 5 East W.h.. in King County, Washington, dascFribed as follows: Beginning on the Easterly line of said subdivision at a point North,0012143" fast 1398.72 feet from the Southeast corner of said Section and South''1 1 0"12'43" West 90.13 feet from the intersecti^n of said Easterly line Oth, center of tract and ri+ijht oft way of Columbia and Puget Sound Railway; " thence South 0"12'43" west 42b.63 ,feet', j thence North 8)°35'17" We'st'295,04,Aet to the true point of beginninil'. thence North 012'43" East: 265,0Ci,feet-, ! ' thence North 81035'17" WestF20 00•Meet; ' thence South 0412,43" west 265,00 ,feet; ' thence South 81035'17" East 20.00 ,feet to the true point of beginning'.' 1 ' All Situate in the County'of ding,, State of Washington. I ' attached: and uo hereby assign, transfer and set a,'er to the grantee that certain rest emate contract dated the 23rd day of .tune 1977 between Roy B. and Margaret D. Anderson, his wife, as seller and both grantor and grantees above as purchaser for the sale and purchase of the above described real estate. The grantee hereby assume end agree to fulfill the conditions of said real estnto contrart. Dated this Bth day of eb. +19 79 r STATE OF WASHINGTON, ea. County King On this day permnaft, ppoared before me David W. and W. Dianne Swadberg to me known to bS.dl btttWdpel described in and who executed the within and forepisig Inatrumestt, and their acknowledged thgf the same as free and voluntary act and deed, for the uses and purporea teentlotxd. GIVEN undef iu'y kind tad offish` seal this day of F� ' 19 79 ~ No" Pei and r do Stab o/ ti aa.5tiW^ "siding at Seattle WA-ta 'r t. e Branch :GOK,User: RIEM Comment: Station Id TEP2 A, ' riled for Record at Request of Independent Escrow Inc. Escrow No. 91-45aiR AFTER RECORDING HAIL Tor ROHERT E. HCCORVICK LO SPACE RESKRYED FOR RECORDER Statutory warranty Deed THE GRANTOR DEAN H. dM = and JOHM L M. DiTnY, husband and wife 50% interest) for and in consideration of Tan Dollars and other valuable CPaaideration O 77 � VJ (tamer of an undt ided id in hand paid, conveys and warrants to ROBERT E. MC CORHICK, an unmarried parsoP ae his separate estate the following described real ostatc, situated in the County of King, Stale of Nanhington; See legal description on attached Exhibit "A-, made a part hereof by reference. g Subject to. Underlying Real Estate Contract with Agnes M. ouaekenbush dated July 1, 1975 and corded July B, 1975, under Recording No. 75070BO206, in the approximate unpaid principal ]WIfince of $78,436.33, which Grantoo herein agrees to assume and pay according to its terms ."'„mid conditions, and to release Grantor herein from all liability therefor. rn —t2) underlying Deed of Truat with Small aUnineoe Administration dated July 4, 1990 and =*Orded July 20, 1990 under Recording No. 9007200370, in the approximate unpaid principal --)4Jalance of $BU,500.31, which Grantee heroin agros. to aeeuma and pay according to its terms P&m.� conditions, and to release Grantor herein from all liability therefor. gif+ All eaeementa, reatrictiona, rasnrvatione and agreements of record. UV ➢ATM ,ianuary 2, 1992 t DEAN W. DITHEY 4014= N. DIT= r c:A=s or ux:fmcrox � . tatnr.T or J<ing ) f On thJa der p.r.aa.11y app+ared before w DWt N_ nITNWJ' Mr Nc at-.,M to H laa•.a to be tee WdividialJa) deecrthad i, and rho era -tad tee vit4n anb fategafng in.trrwet, and 'la�Olv�ltl acinavlagod that eb.] .ig,,d the a as their free and voluntary act end do ad, r•s... ! ____.__.VFlirt and pnrpaea. tharakh mahtiaaad. QVFM under by h.W _otfLvLa —L •{ ♦r}r NQTAiiY t r i7I r aatary 7uhllr to and rot the atat. er A.A iQtt, raaiding .t # PUBLIC I2.r J 1`flr C - �l)d.* Q- I5 •10 Z ny eaeai.rlaa arplraa L/ J — -� art aF WAS�'►��G.9� 0916 dt LBO SBh IA K1NG,WA Page I of 3 Document: DED WAR 1992.02031461 44 ":RICO 19/1-i.0202d Printed on 3/20/2008 12:05:47 PM Branch .GOK,User :RIEM Comment: Station Id :FEP2 c.[r Kam' [Y7 N CD cl i Cn Bitney to McCormick EXHIBIT "A" PARCEL A: The Kest 201 feet of the Southwest quarter of the Southwest quarter of Section 24, Township 23 North, Range 5 East, PARCEL B: Beginning of the Northwest -corner of the Southwest quarter of the Southwest quarter of Section 24, Township, 23 North, Range 5 East, W.H. thence North along Section line betwcn Sections 23 and 24, 106 feet, more or less, to County Road; thence in a Southeasterly direction along, County Road 20I feet, more or loss; thence South 103 feet, more or less, to the North line of said Southwest quarter of the Southwest quarter; thonee West along said line 201 fact, more or less, to the point of beginning. PARCEL C: Commencing at a point on the East boundary line of Section 23, Township 23 North, Range 5 East, WJI., which point is North 0'12143" East 1,398.72 feet from the Southeast corner of said Section 23 and South 0'12143" ,Pest 50.1.1 feet from the point of intersection of the above described East boundary line of said Section 23 and the center line of the tract and right of way of the Columbia and Puget Sound Railway; thence from this true point of beginning South O'12'43" West 420.63 feet; thence North 81"35'17" (Vest 295.04 feet; thence North O'I2'43" East 400 fact, more or less, to a line concentric with and 90 feet (radial measurement) Southerly of the center line of the Columbia and Puget Soua3d Railway; thence Easterly along said concentric line 29S feet, more or less, to the point of beginning. PARCEL D: p A portion of a portion of the East half of the Southeast quarter of r rn Section 23, Township 23 North, Range S East, N.FI., described as follows: a �;! Beginning on the Easterly line of said subdivision at a point North z`^ 0012'4311East 1,398.72 feet from the Southeast corner of said Section :irnn and South O'1214311 West 90.13 feet from the intersection of said -2 Easterly line with center of tract and right of way of Columbia and M Puget Sound Railway; o thence South 0*12143" west 420.63 feet; T* thence North 81'35'17" I9est 295.04 feet to the true point of t beginning; thence North 0'12'43" East 265.00 feet; thence North 81'35'170' West 20.00 feet; thence South 0'12143" west 265.00 fact; thence South 81'33'17" East 20.00 feet to the true point of beginning. All situate in the County of King, State of Washington. KING, WA Document: DED WAR 1992.02031461 END OF EXHIBIT "A" or rI Page 3 of 3 Printed on 3/20/2008 12:05:49 PM Branch : GOK,User : RIEM Yy`ir� Bitney to mccomick Parcel E CD Cr'S O KING, WA Document: DED WAR 1992.02031461 Comment: ti EXHIBIT "A" THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.H., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTERLY LINE OF SAID SUBDIVISION AT A POINT NORTH 0912*43" EAST 1,390.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION ANTI' SOUTH 0°12'43" WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTERLINE OF TRACT AND RIGHT-OF-WAY OF COLUMBIA AND PUGET SOUND RAILWAY; THENCE SOUTH 0-121430 WEST 420.63 FEET; THENCE NORTH 81035'17" WEST 195.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 81°35'17" WEST 353.00 FEET; THENCE NORTH 0"12'43" EAST 384.52 FEET; THENCE EASTERLY ON A 0*28, Ci1RVE TO THE LEFT THROUGH A!! ANGLE OF 2032128" AN ARC DISTANCE OF 350.00 FEET; THENCE SOUTHERLY TO THE TRUE POINT OF BEGINNING; EXCEPT THE EAST 160 FEET THEREOF; APO EXCEPT THAT PORTION OF THE EAST IbILF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., 1N KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTERLY LINE OF 541D SUBDIVISION AT A POINT NORTH 09121430 EAST 1,398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0012'43" WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTER TRACT AND RIGHT-CF-WAY OF COLUMBIA & PUGET SOUND RAILWAY; THENCE SOUTH 0'12'43" WEST 4ZO.61 FEET; THENCE NORTH 81'35'17" WEST 295.04 FEET TO THE TRUE POINT OF BEG11011JIG; THENCE NORTH 0'12'43" EAST 265.00 FEET; THENCE NORTH 81°35'17" WEST 20.00 FEET; THENCE SOUTH 0*12143" VEST 265.00 FEET; THENCE SOUTH 3I"35'17" EAST 20.00 FEET TO THE TRUE POINT OF BEGINNING; AND EXCEPT PORTION LYING WITHIN PRIMARY STATE HIGHWAY NO. 5. Station Id TEP2 Page 2 of 3 Printed on 3/20/2008 12:05:48 PM 20031105001208.001 p o AFTER RECORDING RETURN TO ROBERT E MCCORMICK JOYCE L MCCORMICK 191 MAPLEWOOD ROAD SELAH, WA 98942 Document type QUIT CLAIM DEED Reference numbers of related documents � II PM 441 OFT 04ACD x2.05 11/m/n03 11:39 KING COUNTY, VA E2000214 11 /05/ma 11.21 KING COSATY, UP SALE 0.0 PAGE 001 OF W3 Additional reference numbers on page(s) of document 0/90 Grantor(s) 1 ROBERT E MCCORMICK HUSBAND OF JOYCE L MCCORMICK ON 2 11 f 1911993 DATE OF ACQUIRING TITLE 3 P t\jW '8 4 SL+e� , etc additional names on page(s) of document Grantee(s) 1 ROBERT E MCCORMICK 2 JOYCE L MCCORMICK 3. 4 etc additional names on page(s) of document Legal description Abbreviated form Full legal descriptions on page(s) PTN SW 24-23-05 AND SE 23-23-05 Assessor's parcel number(s) 232305-9029-09 20031105001208.002 � 4 RGflik#i TO, ROSBRT E. mccof=cx JOYCE L. B=GmmrCK 191 X"Lmmw ROAD 9=2, WX 98943 Rth "m d (H appllvam) armxws)t A4dkkmW on Papa QUrf CLAIM DEED FmnT it. am4'Comcr Graet gs)e ROssnT s , HCC4micx A&Rdm l an Past' JOYCE i._ MCCCROR AbbreAuM Leal DauNpdws PTM TR A, VALLRY MRS n, V131/P39-431 AdWon,1 *n Nsw PTW SW $4-73-05 # dR 23-23-03 AmaspWATAXPatndJD# 222305-9629-139 TM GPAXTOR ROB=r 3- to=Rmx=, IMMM D 07 JOTCX i., MCCOMOCK M 11/19/1993 DATE OF Aq=ING TITLE fir and to eonOdmdm of TO WTA$L=sa CO.XKM= PROV=T AB TO PARCRLS s MW 07 ATTACH ==BIT WA' ooare,t mW pok dais, to ROBUT B. XCCORNrC?t Ali!? JOVC9 L. XC'COMaCZ, BQ fe AAA %Irm the fWkwAss dattUed ttai ,Kate, dm ud tp am CowKy Of RmW btw Of M6 om rasreler wkh an aaw aogahed"o(the WAKwfs) thneb t PARCRLU Y A= Y AS PRR ATTACMW axwnn pA• Dated October 31, 2003 I. Mcco ML 20031105001208.003 WOTARY PAGE STAU OF WASHMII M } [OUatY d AID } 1 lhvkbr (ffft that 1 kWV or have satbbXtary CkK RORZ= 8. =OMUC& $ 0, pktte *) whq ate befm mt, and sald pwma(a) od-wkdxW aw (hy"OW) olsaad 06 lawm=L aad m5mv*iadS,ed h to be (*4, ka, th "hea aad vnlnarary aR for the =a and pt MwW all dow d in tm tuo- heat. m an4 for sh. State of vlashhtdtun GtiGjl2`�rlE' IF�S`�ry Maw wb& laddbgat " aRlObt - I •.1.1�4��.i .....4e.s.e......►.a'a��.......................444..4....... d........ ............. STAn OF WAMMGTM } f St. ead►r that I k■mr ar hwe Saaasaavir syldau! tku Is eb. s »et1 a sp +d bdo�v m*. Mff:Id V (8) oftvwwdswd tha Wa oa "W)id"W SW mm mant, w Dab Rated that-- ahRharkad is eaxamta t�la hsaati�oaat and ad']hawtadge k a6 tIN �_ hd to be the hee od wobau ry ad of ma ow for the wo aad iarpo.a ghee 11—W ht SW pMpna L � fl� m and for tw ssm of WMMW4 t MY � worst t7 3 . < .•• 20031105001208.004 PARCEL E That portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 East, W M , in King County, Washington, described as follows Commencing on the easterly line of said subdivision at a point north 0012'43" east, 1,398.72 feet from the southeast corner of said section and south 0012'43" west, 90 13 feet from the intersection of said easterly line with the centerline of tract and right-of-way of Columbia and Puget sound Railway; thence south 0°12'43" west, 420 63 feet; thence north 8103511711 west, 195.04 feet to the TRUE POINT OF BEGINNING; thence north 81°35'17" west, 353 00 feet, thence north 0012'43" east, 384 52 feet; thence easterly on a 0028'curve to the left through an angle of 2�3212811, an arc distance of 350 00 feet; thence southerly to the TRUE POINT OF BEGINNING, EXCEPT the east 100 feet thereof; AND EXCEPT that portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 East, W M , in King County, Washington, described as follows: Commencing on the easterly line of said subdivision at a point north 0°12143" east, 1,398 72 feet from the southeast corner of said section and south 0'12143" west, 90.13 feet from the intersection of said easterly line with the center tract and right-of-way of Columbia & Puget Sound Railway, thence south 0012143" west, 420.63 feet, thence north 81°35117" west, 295 04 feet to the TRUE POINT OF BEGINNFING; thence north 0012113" east, 265.00 feet; thence north 81*35117" west, 20.00 feet, thence south 0°12143" west, 265.00 feet; thence south 81035117" east, 20.00 feet to the TRUE POINT OF BEGINNING; AND EXC13PT portion lying within Primary State .Highway No 5. PARCEL, F The north 50 feet of the east 350 feet of Tract A of the plat of Valley Faire II, according to the plat thereof recorded in Volume 131 of Plats, pages 39 through 43, inclusive, in King County, Washington, as measured along the north line of said Tract A 20040601000718.001 11111111111111111111 20040601000718 When recorded, please return to. PAGE46tIOFF0064 QCd 22 00 MARCUS J FRY 06/01/2004 10 55 Lyon Weigand & Gustafson PS KING COUNTY, UP P Box A 9 Yakima WA 8907 E2043556 06/01/2004 10 52 KING COUNTY, WA SALE t0 00 PAGE001 OF 001 QUIT CLAIM DEED Tale of Instrument- Quit Claim Deed Reference Number(s) of Documents Assigned or Released. NIA Grantor(s) Robert E. McCorrrnck and Joyce L McCormick, husband and wife Grantee(s) Valley View Mobile Home Park, LLC Abbreviated Legal Description. Parcel A The W 201 ft of the SW'/. of Sec 24, Township 23 N, Range 5 E, W M Parcel B NW comer of the SW'/s SW % of Sec 24, Township 23 N, lunge 5 E=, WM Parcel C Commencing at a point on the east boundary line of Sec 23, Township 23 N, Range 5 E, W M Parcel D: A portion of a portion of the east half of the SE'/s of Sec 23, Township 23 N, Range 5 E, W.M Parcel E• That portion of the east half of the SE'/. of Sec 23, Township 23 N, Range 5 E, W.M. Parcel F The N 50 ft of the E 350 ft of Tract A of the plat of Valley Faire El, recorded in Vol 131 of Plats Assessor's Property Tax Parcel/Account Number. 23230548029-09, 242305-0429-08 THE GRANTOR, ROBERT E. MC CORMICK and JCYCE L MC CORMICK, husband and wife, for a mere change in identity, conveys and quit claims to VALLEY VIEW MOBILE HOME PARK, L.L C., a Washington limited liability company, the following described real estate, situated in the County of King, State of Washington, together with all after acquired title of the grantor therein: See Exhibit "A", attached hereto and incorporated herein. ASSESSOR'S PARCEL NO.232305-9029-09 and 242305-9029-08 QUIT CLAIM DEED - 1 Lawo%m mIlIme cormick roblvalley view mobiielgcd 232305-9029 LYON W =IeW a GUSTAFSON PS Lyon law Oti;ces - 222 North Turd Simek P D Box 1689 Yakwna. Waaun" 9BS07 Telephone (SM) 246-7220 Fax (509)575-1883 20040601000718.002 TOGETHER WITH all water rights and appurtenances including after acquired title, if any, thereunto belon ing. DATED this day of ,2004 It aOSZTE MC CQRMICK J E MC CQRMICK STATE OF WASHINGTON } ) ss County of Yakima ) On this day personally appeared before me ROBERT E MC CQRMICK and JOYCE L MC CQRMICK, to me known to be the individuals who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this teday of r iAftCi1 ,r (Print Name) ��,issroy�, •,p Notary Public in and fortP4j;t-%-- ate of rYWashington, residing in 01) Ps'�Rr My Commission expires t p �1C A ;��D�� '� A5H1N QUIT CLAIM DEED - 2 mjflrnc cormfck roblvalley view mobdelgcd 232345-9029 taw Offices LYON WEIGAND & GUSTAFSON Ps Lyon Law offices - 222 North Third Street P O Box 1689 Yak ma. WaWw9ton 98907 Telephone f509L 248-7220 Fax (509) 575 1883 200406010 307 3 EXHIBIT "A" PARCEL. A The West 201 feet of the Southwest quarter of the Southwest quarter of Section 24, Township 23 North, Range 5 East W.M., in King County, Washington PARCEL B: Beginning at the Northwest comer of the Southwest quarter of the Southwest quarter of Section 24, Township 23 North, Range 5 East W M , in King County, Washington, thence East along the North line of said Southwest quarter of the Southwest quarter of Section 24, a distance of 201 feet, thence North to the Southerly right of way line of County Road, thence Northwesterly along the Southerly right of way line of said County Road to the West line of said Section 24, thence South along the West line thereof to the point of beginning PARCEL_ C- Commencing at a point on the East boundary line of Section 23, Township 23 North, Range 5 East W.M , in King County, Washington, which point is North 0°12'43" East 1398.72 feet from the Southeast corner of said Section 23 and South 0012'43" West 90 13 feet from the point of intersection of the above described East boundary line of said Section 23 and the center fine of the tract and right of way of the Columbia and Puget Sound Railway, thence from this TRUE POINT OF BEGINNING south 0012'43" west 420 63 feet, thence North 8103517" West 295 04 feet, thence north 0012'43" East 400 feet, more or less, to a line concentric with and 90 feet (radial measurement) Southerly of the center line of the Columbia and Puget Sound Railway, thence Easterly along said concentric line 295 feet, more or less, to the point of beginning, EXCEPT any portion thereof which lies Northerly of the Southerly margin of Southeast Renton -Maple Valley Highway (P S H. No. 2) as established by Deed recorded under Recording Number 1545508 PARCEL D: A portion of a portion of the East half of the Southeast quarter of Section 23, Township 23 North, Range 5 East W.M., in King County, Washington, described as follows. Commencing on the Easterly line of said subdivision at a point North 0012'43" East 1398 72 feet from the Southeast corner of said Section and South 0°12'43" West 9013 feet from the intersection of said Easterly line with center of tract and nght of way of Columbia and Puget Sound Railway, thence South 001243" West 420 63 feet, thence North 81035'17" West 295.00 feet to the true point of beginning, thence North 0012'43" East 265 00 feet; EXHIBIT "A" 5371 011mjAMcwrmick robWagey view mobile homelexhdbil A 20040601000718.004 thence North 81 °35'17" West 20 00 feet, thence South 001243" West 265.00 feet, thence South 81135'17" East 20 00 feet to the true point of beginning PARCEL E. That portion of the East half of the Southeast quarter of Section 23, Township 23 North, Range 5 East W.M., in King County, Washington, described as follows Commencing on the Easterly line of said subdivision at a point North 0012'43" East, 1,398 72 feet from the Southeast corner of said section and South 0012'43" West, 90 13 feet from the intersection of said Easterly line with the centerline of tract and right-of- way of Columbia and Puget Sound Railway; thence South 011243" West, 420.63 feet, thence North 81°35'17" West, 195 04 feet to the TRUE POINT OF BEGINNING, thence North 81035'17" West, 353.00 feet; thence North 0112'43" East, 384 52 feet, thence Easterly on a 0028' curve to the left through an angle of 2032'28", an arc distance of 350 00 feet, thence Southerfy to the TRUE POINT OF BEGINNING, EXCEPT the East 100 feet thereof; AND EXCEPT that portion of the East half of the Southeast quarter of Section 23, Township 23 North, Range 5 East W.M , In King County, Washington, descnbed as follows. Commencing on the Easterly line of said subdivision at a pant North 0012'43" East, 1,398 72 feet from the Southeast corner of said section and South 0012'43" West, 90.13 feet from the intersection of said Easterly line with the center tract and nght-of-way of Columbia & Puget Sound Railway, thence South 0°1243' West, 420.63, thence North 81035'17" West, 295 04 feet to the TRUE POINT OF BEGINNING, thence North 011243" East, 265 00 feet; thence North 8103617" West, 20 00 feet; thence South 0012'43" West, 265.00 feet, thence South 81"35'17' East, 20 00 feet to the TRUE POINT OF BEGINNING; AND EXCEPT portion lying within Primary State Highway No 5 PARCEL F' The North 50 feet of the East 350 feet of Tract A of the plat of Valley Faire 11, according to the plat thereof recorded in Volume 131 of Plats, pages 39 through 43, inclusive, in King County, Washington, as measured along the North fine of said Tract A. EXHIBIT "A" 5371 011m"cconmck roblvalley view mobile homelexbibit A _.__.._._-.- ___._-__—. �...l.w':�w�yrr. rr+^w��l -' arw.�'���Wr�-•.._ -AI_" iYW '10 Pi0NE1ER NAT1oNRR E (~ o YPM muw TITLE INSURANCE ;SAY4.0 HUrVtD t4I RtCOtaER'S USE. ATroott ter � A t1 g F�Ied for R000rd at Ragctat of AN I i9G4 KING 0OUi4TYi V r CY , , f_ �; , C�1 Q EXCISE TAX ?AID �` 7 p AFrER RECORDING MAIL TO, R�CG.{D i [� EC- �tdS ti C ��1rY JDNIM4 °' il p nited Savin¢a and Loan Bank__- P u 601 SQtb, JAckaoncu z Seattle, Washington 93104 /0 15 #0070 E RF — , ' 4. 00 _our ,Insn„1193QQ438,4C L} pkwy,*4,On t o r 11 +mil 'UAI Fromm L.50 Re)j Statutory Warranty Deed THE GRANTOR LETRA C. JONES, as her separate estate for and in tonslderallon of TEN DOLURS AND IMIER VALUABLE CONSTDEPATIONS ;n hand paid, convcys and warrants to LEVY F. CABIAO and JOSFPHINE 0. CABIAO, husband and wife the :allowing described real estate, situated in the County of King Washington: see attached for legal description , State of rn�ve sacs tfSaF• 4 �- �+ y -j- -TeX — SUBJECT TO: Easmmant: and conditions therein as created or disclosed in Instrument recorded February 16, 1972, under Auditor's File Number 7202160600, in favor of Roy B. Anderson and Hargaret D. Anderson, husband and Wife , for Drainfield. Easement and conditions therein as create; or disclosed in instrument recorded December 30, 1982, under Auditor's File NILWber 8212309521 in favor of Bithey/McCormick for Dr-yeell and/or Septic Tank Drainfield, affects Northerly portion of said premises. Dated this 8th day of Tune 1984 STATE OF WASHINGTON. ss- Covaty of King i On thG day pe"ally appeared beforr me ...c 4.�a �• �+1+.co to me krpwa a be the Iadlvld") descrlbed In and whc eaer;,uted the within sad ftugpofntp foarvammvl, and acknowt3edged that she signed the sane as her inn and vo unwr act and daad, for tbs on and porpaaea Lbneln mentimed. GMN under my bad and *!lids! seal this sPx.°�ia'a day of —tfery Pnblk ib la► Ris ei Wa, WA 'A THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.N., IN KING COUNTY, WAS41NGTON, DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTERLY LINE OF SAID SUBDIVISION AT A POINT NORTH 0012043/1 EAST 1398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SF..CTION AND SOUTH 0012443" WEST 90.13 FELT FROI THE INTERSECTION OF SAID p EASTERLY LINE WITH THE CENTERLIi.5: OF TPACT AND RIGHT—OF—WAY OF COLUMBIA i� & PUGET SOUND RAILWAY, TH1NCF 5017TH 0012'43" WEST 420.63 FEET; THENCE NORTH 81035#17" WEST 195.04 FEET TO THE. TRUE POI%JT OF BEGINNING; L17 THEwC£ NORTH 81035,17" WEST 353.00 FEET; THENCE NORTH 0012,43" EAST ii 384.52 FEET; THENCE EASTERLY ON A 00284 CURVE TO THE LEFT TH7011GN AN ANGLE OF 2032'26" AN ARC DISTANCE OF 350.00 FEET; T1IENCE SOUTHERLY TO THE 'TRUE POINT OF BEGINNING; EXCEPT THE FAST 100 FEET THEREOF; AvD EXCEPT THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTEP OF SECTION 23, TOWNSHIP 23 NORTH, RANGE , EAST, W.M., IN KING COUNTY, VASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING ON THE rASTERLY LINE OF SAID SUBDIVISION AT A POT.NT NORTH 0012143" EAST 1396.72 FEET FROM THE. ^OUTHEAST CORNER OF +AID SECTION AND SOUTH 0012443" WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTER TRACT AtfD RIGHT —OF --WAY OF COLUMBIA 3 PUGET SOUND RAILWAY; THENCE SOUTH 0°12'43" WEST 420.63 Fa"-; THENCE NORTH 81035,17" WEST 295.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0012143" EAST 265.00 FEET; THENCE NORTH 61035117" WEST 20.00 FEET; T"iNCE SOUTH O^12*4391 WEST 265.00 FEET, THENCE SOUTH 81035117ft EAST 20.00 FEET TO THE TRUE POINT OF BEGINNING, AND EXCEPT PORTION LYING WITHIN PRIMARY STATE HIGs1WAY N0. 5. i Elf4.,Y_.. _ _ ..,....�t .._..-. .-.._r..� y TICOR TITLE INSURANCE F'ded for Record at Reouest of AFTER RECORDING MAIL TO: M Dean R. Bitney f} 108 Factory Ave. No. Renton, Va. 9a055 f'n !AR THIS SPACE RFatAVFa FOR RECOPOER7 use RECEi�''ID1'avet+t'Da 9 I9 hN lad :: 9tTti1: fl'i-r'J 'REUfzI}SdItCfrl;ti5 i> ;JUN OF t-XIM6 eau ,EX Ty { SEDims wrE� r U 01 1 3} LL u.M•+Vy 1 ✓ .`I f J !` 7.3 7i✓cl) ' 6. r'Ia5Ft5L �°' Statutory Wmanty Dead 1 F THE GRANTOR LEVY F. CAI11AO, also known as PIO P. CABIAO and JOSEPHINE 0. CABIAO husband and wife C) for and In consideration of ---Ten Dollars and other 0oad and valuable Consideration--- m ICI In hend paid, comrys and warrmsts to DEAN N. EITNEY and .IONELL H. BITNEY, husband and wife as to on undivided 5O2 interest. and ROBERT E. HC CORMICK, an unmarried man, an his separate* the rollowtng described real estxel situated in the County of King , Slate or Washington: See legal description on attached Exhibit A, wade a part hereof by reference. * estate as to an undivided 50'. interest. Subject to: 1) Easement for drainfield recorded under Auditor's File No. 7202160600. 2) Easement for dryweli and/or septic tank drainfield as recorded under Auditor's File No, 6212300321 3) Notice of utility connection charges by Cedar River dater and Sewer District of King County. 4) Encroachments as disclosed by record of survey under Auditor's File No. 8612299021. Approved in content and form: zl!; .�'����� Datedthls 12th day of September, 1998 B........ ...................... .... . ................. 6y ... I l� G :.:.. ... tCi GL J�r-�.............. LEV IAO JOS, Pll E 0. CABIAO BY....... ........... ... ......... I .... I................ STATE OF WASHINCION COUNTY t7F ... Kin.Fi................. On this day personosly appeared bchxe + t Levy F. and Josephine O. Cabiao ro me kntnrn w be the fadlridua! dnrrltrcti kn and who'; i ctecoed dte within and fwrgoing instrua mt, and ac(tw1ted that C. ZeY — signed the same as ......r.., free and voluntary art and deed, for the uses turd purposes tbudu mcatioped. rYOF...F?. �i............ ss rnrR des- r.�....`.r_................................................ Ater lbe-u trsigned a N�tary Pub& in and far the State or Washington, duty G'6+SFitf r s+rornr p4ridnagly apprised ............................................... ..... ...... .a='..:i..................................... Z?)tsrupe fl hk 1 .................... President and ...................... Settetary, GIVEN uadcr m land and offaial seal this rrspr�)1 A .............•.................... shumen�itobrthefnxaad�p6umn�ntl t aekMw...•Q.•� ...In. ` ' ns ramea4 and luni ed said 1-.;:X ........ 40._t ff ry act and deed of sold =portion, for ibe uses - and purposes therein menl6ned, aad on oath grated that ................................. _... ;�,1 fey, ,(•„ r ;,,,, ,, ,• 4y uushorized So Cheated the said Instrument and that the sal nl hill is The corporate N h[ie in and far the $►als of ..hi tgtan, sect of said torlwration Sat ........................ Witnesimy hand and official seal hrmo sffuted the day and year flra above I ' - Ddy ppafatmentexpiteson ...................................... ....... ........................................... .. NDtwyPubBtinaudforthe9tatoorWaahingun,roddingat . j ww,w................. Myappolntmaatwgdroson — G r EXHIBIT A THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23. TOWNSHIP 23 NORTH, RANGE 5 EAST, W.H.. IN KING COUNTY, WASHING-M. DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTERLY LINE OF SAID SUBDIVISION AT A POINT NORTH 0"12'43" EAST 1,398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND' SOUTH 0012'43" HEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTERLINE OF TRACT AND RIGHT-OF-WAY OF COLUMBIA AND PUGET SOUND RAILWAY; THENCE SOUTH 01112143" WEST 420.63 FEET; THENCE 'NORTH 81035'17" WEST 195.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 81035'12" WEST 353.00 FEET; THENCE NORTH 0°12'43" EAST 384.52 FEET; THENCE EASTERLY ON A 0028' CURVE TO THE LEFT THROUGH AN ANGLE OF 20321281, AN ARC DISTANCE OF 350.00 FEET; THENCE SOUTHERLY TO THE TRUE POINT OF BEGINNING; EXCEPT THE EAST 100 FEET THEREOF; AND EXCEPT THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH. RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTERLY LINE OF SA1D SUBDIVISION AT A POINT NORTH 0.12'43" EAST 1.398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 001243" WEST 90.13 FEET FRON THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTER TRACT AND RIGHT-OF-WAY OF COLUMBIA 3 PUGET SOUND RAILWAY; THENCE SOUTH 0°12'43" WEST 420.63 FEET; THENCE NORTH 81"35'17" WEST 295.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0012143" EAST 265.00 FEET; THENCE NORTH 61*35117" WEST 2D.00 FEET; THENCE SOUTH 0012'43" WEST 265.00 FEET; THENCE SOUTH 81"35'17" EAST 20.00 FEET TO THE TRUE POINT OF BEGINNING; AND EXCEPT PORTION LYING WITHIN PRIMARY STATE HIGHWAY ND. S. V I Branch :GOK,User :RIEM Comment: Station Id :FEPZ - .. 4i ..I, RECEIVED THIS DAY Vw rrrry rir� ..n.. as �_ Erie asnrrn fi aN% %ism a ftwaf + rw P.C. ace xrr., r +rrrr QUIT CLAD DE1;U aN771QMS THE GAANTM, i DBW 8. MeM MICK, for and in consideration of IAVE AND )LMCYZON convoys and quit claims MMMM HW IN%WMST to JOYCE L. McCOR MCK, the following described real estate, situated in the County of King, State of Washington, together Pith all after acquired title of the grantor(s) therein: roe LPL D20CUPTTIoK 9E3 x?TAcmtO asWm=r Pin. g (l9 AssesEcM10 Parcel No- 232303-P*2t-09 (kffoatiaq parcel K, C and D) Asaoaaarls Parcel IIu. 232303-9024-03 (nffeatiag Parcel a) DATED this J�Aay of April, 199 . cn RM2CK i! STATE OF WiLSKINGTOW ) is ) as. !: County of Yakima j On this day personally appeared before me ROBERT E. MetOR111M, to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my ham[ and official seal this dy of April, 1996. Notary Public in an or to f MashirKtom, residing at my Comiission EjEpires: am Culp am � M� 5311.Ot1�s�.�a.►c.,a7n�.+r.l�rw�l�.pc� 1Ei4846:31 D3/i4/3S .� ^� KING, WA Page] of 2 Document: DED QCL 1996,05141025 f• Printed on 3/20/2008 12:05:45 PM Branch :GOK,User ARIEM Comment: Station 1d :FEPZ • r [ C �YllI0t7 "x" PARCEL A The .Jest M feet of the Southwest quarter of the Southwest quarter of Section 24. Township 23 North, aange 5 East Y.A., in King County, Washington. PARCEL 8 2eginning at the Northwest corner Of the Southwest quarter of the Southwest' quarter of Section 24, Township 23 North, Range 5 East V.H., in King County, Washington; thence East along Vie North line or said Southwest quarter of the Southwest quarter of Section 24, a distance of 201 feet; thence North to the Southerly right of way line OF County Road; thence Northwesterly along the Southerly right of way line of said County Road t0 the 'lest line of said Section 24, thence South along the West line thereof to the point of beginning. PARCEL C Cor+nenting at a point on the East boundary line of Section 23, Township 23 'forth, Range 5 East x.li., in King County, Washington, which point is North 0'12'43" East 1398.72 feet From the Southeast corner of said Section 23 and South 0012143" West 90.13 feet from the point of intersection of the above described East boundary line of said Section 23 and the center line of the tract and right of bray of the Columbia and Puget Sound Railway; thence from this true point of beginning South 0012'43" West 420.63 feet; thence Borth 31'35117" West 295.04 feet; I thence North O'l2'43' fast 400 feet, more or less, to a tine concentric with and 90 feet (radial: neasurement) Southerly of the center line of the Columbia and Puget Sound Railway; thence Easterly along said concentric line 295 feet, more or less, to the w1 paint of beginning. In 3 PARCEL 0 to A portion of a portion of the East half of the Southeast quarter of Section 23, Township 23 North, Range 5 East N.N., in King County, Washington, described as follows; Seginning on the Easterly line of said subdivision at a point North 0'12143" East 1398.72 feet from the Sout"ast corner of said Section and South J'IZ'43" nest 90.11 feet from the intersection of laid Easterly line with center of tract and right of way of Columbia and Puget Sound Railway; thence South 0112143' West 420-63 feet; thence North 81°35'17" West 295.04 feet to the true point of beginning; thence North 0'12'43" East 265.00 feet; thence North 81'35'17" hest 20.00 feet; thence South 0*12143" .lest 265.00 feet; thence South 81'35'17" East 20.00 feet to the true Point of beginning. All Situate in the County of King, State of Washington. K]NG,WA Page 2 of Printed on 3/20/2008 12:05:46 PM Document. DED QCL 1996.05141025 Branch :GOK,User :RIEM OR n �J n fi Filed for Record at Request of ihdependeot Escrow Inc. Escrow No. 91-058Sn AFTER RECCRDIGG HAIL. Tog ROBERT E. HCCOWaCK LO Comment: Station Id TEP2 SPACE RESERVED FOR RECORDER Statutory Warranty Dead THE GRANTOR MY H. 81TKEr and JCNE= H. BITBKT, husband end wife Sol interest) for and in consideration of Tan Dollars and other valuable consideration O RI 01 Qti a M R Ct N w (owner of an undi ided w in hand paid, eonveya and warrants to R09ERT E. Me CORHICR, an unmarried person as him separate e41teta the fallowing described real ontato, situated in the county of King, Stare of Naehingtont See legal doecrlption on attached Exhibit ^A", made a part hereof by reference. 9 subject tos UUM underlying Reel Estate Contract with Agnes M. ouaekenbueh dated July I, 1975 and -+ corded .rally 8, 1915, under Recording No. 7507D802ob, in the approximate unpaid Principal lance of 678,436,33, which Grantee herein agrees to aseume and pay according to its ..arms Z,/4Ld conditions, and to release Grantor herein from all liability tberefor. m ,2) Underlying Deed of Trust with small Business Administration dated July 4, 1290 aqd Z"'4A=rdad July 20, 1990 under Recording No. 9007200370, in the approximate anpaid principal �dbaience of M,500.31, which Grantee herein agrees to eeaame and pay according to its terms rl"+d conditions, and to release Grantor herein from all liability therefor. ^jffi All easements, restrictions, reservations and agreemsnts of record. po T DATED: January 2, 1992.}yI- :L-lR ... �/ /�J 4L •tee-' �' � �1 i �-I ./ DEAN V. BIT= / JOMEM M. BITREI. r J. [ .. "I .IMGSpy COMW 9F ling I L e+, thlt day P.c.esaily 'WO—d gd— M Lthd M, b1TMZY'Jeelyy M. eSTIRr to M ism. to Im te• Ly•di_v-L-dtal is dat lh.d L� ale who *X• t.d tM wlthia wA LeL.yeing Lsetldeedt, one ' RONIIlt a.VM2e�.d LML Lh y ..Lw d the eeM N thttr R..• Led -t •14 d•Yl, .4r_ `i, ..�- -I• ?I Y J .+tl pulywo th.l.ia —„timad, dlvnr •eatr my hd f r+ ) 1SSt48 ee4 !Q#f a•t MV rJlic Le end !sc the st•t..t V. 2ea, snidlet •L # PUBLIC ' �I ' — t k`ft7 1� #At y�i`• Jp� r ay ta.•iteise ••PL... `7 / J — g% Z I`(- VVA$�1 ✓ 0016 If [a SOM KING,WA Pagel of 3 Document: DED WAR 1992.02031461 ki 00:9 0 1"l-L'1m � X In Printed on 3120/2008 12:05:47 PM Branch :G0K,User :R1EM 7) Comment: Station id :FEP; 8itney to fleCormick E%NIEI7 "A" i PARCEL A: The West 201 feet of the Southwest tjuarter of the Southwest quarter of Section 24, Township 23 North, flange 5 Last, W.M., PARCEL R; Beginning at the Narthwest•corner of the Southwest quarter of the Southwest quarter of Section 24, Township 23 North, Range 5 East, W.M.; thence North along Section line betwen Sections 23 and 24, 106 feet, more or less, to County Road; thence in a Southeasterly diroction along County Road 201 feet, more Or less; thence South 103 feet, more or less, to the North line of said Southwest quarter of the Southwest quarter; thence Ifest along said line 201 fact, more or Iess, to ti,e point of beginning. PARCEL C: Commencing at a point on the East boundary line of Section 23, Township 23 North, Range 5 East, if.K., which point is North 0*12143" East 1,598.72 feet from the Southeast corner of said Section 23 and South 0012143" West 90.13 feet from the point of intersection of the above described East boundary line of said Section 23 and the center line of the tract and right of way of the Columbia and Puget Sound ro Railway; thence from this true point of beginning South 0°12143" West 420.63 c* feet; O thence North 81035117" West 295.04 feet; t%j thence North 091214311 East 400 feet, more or less, to a line Nconcentric with and 90 feet (radial monsurement) Southerly of the CTl center line of the Columbia and Puget Sound Railway: thence Easterly along said concentric line. 29.5 fact, more or less, to the poin: of beginning. PARCEL 0: A portion of a portion of the Lust half of the southeast quarter of Section 23, Township Z3 North, Range 5 Last, W.M., described as follows: I ?% z 06124311 Eastg on the Easterly 1,398.72 feetine fromfthelSoutheastspoint North corner of said Section 'm° and South 0*12143" West 90.13 feet from the intersection of said n� Easterly line with center of tract and right of way of Columbia and �cmw Puget Sound Railway; iC thence South 0"12143" West 4ZO.63 feet; z o thence North 81-35117" West 295.04 feet to the true point of beginning; thence North 0612143" East 265.00 feet; thence Nerth 81*35117" West 20.00 feet; thence South 0"12143" West 265.00 feet; thence South 81135.17" East 20.00 feet to the true point of beginning. Ail situate in the County of King, State of Washington. KING,WA Document: DED WAR 1992.02031461 END OF EX1110IT "A" rl Page 3 of 3 Printed on 3/20I2008 12:05:49 PM Branch :GOK,User :RIEM t Comment: BiEney to McCorralCk EXHIBIT "A" Parcel E THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, N.H., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING ON THE CASTERLY LINE OF SAID SUBDIVISION AT A POINT NORTH 0'12'43" EAST 1,390.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND - SOUTH 0112'43" NEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTERLINE OF TRACT AND RIGHT-OF-WAY OF COLUMBIA AND PUGET SOUND RAILWAY; THENCE SOUTH 0°12'43" HEST 420.63 FEET; THENCE NORTH 81035'17" WEST 195.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 81'35117" WEST 353.00 FEET; THENCE NORTH 0'12'43" EAST 384.S2 FEET; THENCE EASTERLY ON A 0'28' CURVE TO THE LEFT THROUGH A!! ANGLE OF 2'3V28" .mod AN ARC DISTANCE OF 350.00 FEET; THENCE SOUTHERLY TO THE TRUE POINT OF BEGINNING; EXCEPT THE EAST 100 FEET THEREOF; AKD EXCEPT THAT PORTION OF c THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH. N RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: O cu BEGINNING ON THE EASTERLY LINE OF SAID SUBDIVISIDN AT A POINT NORTH C77 0012143` EAST 1,398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0'12'43" WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTER TRACT AND RIGHT-OF-WAY OF COLUHBIA 6 PUGET SOUND RAILWAY; THENCE SOUTH 0'12'43' WEST 420.63 FEET; 7NE14CE NORTH 01°35'17" WEST 295.04 FEET TO THE TRUE POINT OF BEGIIUIING; THENCE NORTH 0012'43' EAST 265.00 FEET; THENCE NORTH 81'35'17" WEST 20.D0 FEET; THENCE_ SOUTH 0'12'43" WEST 265.00 FEET; THENCE SOUTH BI"35'17" EAST 20.00 FEET TO THE TRUE POINT OF BEGINNING; AND EXCEPT PORTION LYING WITHIN PRIMARY STATE HIGhWAY NO. 5. Hy z+1 T rn TA C N M C) KING,WA Document: Dw WAR t 992.02031461 Station 1d :FEP2 In Page 2 of 3 Printed on 3/20/2008 12:05:48 PM d AFTER RECORDING RETURN TO ROBERT E MCCORMICK JOYCE L MCCORMICK 191 MAPLEWOOD ROAD SELAH, WA 98942 E2000214 11/05/2003 11.21 KING COUNTY, WA as SALE T.00 20031106001208.001 PAGE 001 OF 003 Document type QUIT CLAIM DEED Reference numbers of related documents Additional reference numbers on page(s) of document Grantor(s) 1 ROBERT E MCCORMICK HUSBAND OF JOYCE L MCCORMICK ON 2 11 / 19/ 1993 DATE OF ACQUIRING TITLE 3 P F -jwx 4 S L+q3-�CP S etc additional names on page(s) of document Grantee(s) 1 ROBERT E MCCORMICK 2 JOYCE L MCCORAUCK 3. 4 etc additional names on page(s) of document Legal description Abbreviated form Fall legal descnption on page(s) FTN SW 24-23-05 AND SE 23-23-05 Assessor's parcel number(s) 232305-9029-09 20031105001208.002 r � RTrtM TO, ROBERT E. mocomcx JOTCH L. V=MUCK 191 HOLitMW $LLD szLKH. �M 98942 QUIT CLAIM DEED RdWft ao I'Of aapVOWG) Ormmr(a)j ROHERT Z. )EGCcmmcR AAdMmS an Fa" Cif'aegftKa$ R49EMT x . KCCOAMC.R AAndand m vane- a0762 a. AbkvAnW LtW Gntdndom P= Tit A, VALZXY YAI93 =1 V133 rp39-43 f Addbkcd4oft F= E-M 24-33-03 & R! A3.93-05 ._ ....._ AwAmrATax PxvdW 292305-9o29-09 TM GRAW I Rm= x. ' =macc, HVsm m 07 == T.. l=cw'acK ON 11/19A993 D= OF AWRIM 71nZ !or red In oretldenttoi of To snamrsx cojam TY 9R4716 = A8 TO PAAOEt s s lml 07 ]l'iTJ1iG'= M=B= *A" comma mW Qait cWwty ROBERT E. =COPb = AM == L. XWO004 C39E. B� Am 9PAYY do hKow m &qwmb nat wua� ahrated in e5r cmay or BCING km of wae41a4 w Wpdmr WM A SSW a� drla of tde arWw(s) thaedw PARCB1`A 2 A'MD F AS 7$R ATTAMM BIHIBZR "Am 20031 i 05001208.003 NOTARY PAGE STATE OFWAS1#pl6M } } sr. C,aas4+a►JCI�I.. _ ) i heresy taeNly th.e 1 knew or have satlsfateory evidinKe tkad aRrs H. MCGO1t rZ 8 04 pum mt(s) wbp appa"A boom ma, no Wd lessee(&) adolowlOnd Clot Om skey tbW lieaed this idwi 1, flat Mad * Uaowlbd k to be {his, Wo 0*" rm "d yobtasagr ad for the rues and narposat oWrkwod kz thle rotm+mtent. N aea far tka cue a[ Was�la�att Printed 1 e /��1fW..1`119 ae ALvl ) ��f..' rY amM*m Tiffff}}.fffi} •ifff4, ....iififff ffff}!}}}ff}}ff1}}f}•f}}•}�pi��liff STATE CW WAswnmrCK } e } ) Am&- cater a at J kaetr or Aave ratrr�m y ewdatte ahn � � � L � 1'1�y7 r rnl c k u dw sorao.(s) abr appawW S doe a mt, aad W s wsom(l) m$motMadpd dial 0& *wow) draed MU row mwn to ba t salted dint .S),,e teWodead is amcom ehe hm m ma and adcu wiadda k as tU d so be dw fide old vounnry act of a wk pm st+r eke am and ywpanss meaLlooW ki tWC iasattmme. jt t.erQ. e �� In"Mm mw for die alma of Washiwm )teddlad at 20031106001208.004 PARCEL E That portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 Bast, W M , in Icing County, Washington, described as follows Commencing on the easterly line of said subdivision at a point north 0012'43" east, 1,398.72 feet from the southeast corner of said section and south 0°12'43" west, 90 13 feet from the intersection of said easterly line with the centerline of tract and right-of-way of Columbia and Puget Sound Railway; thence south 0012143" west, 420 63 feet; thence north 81035'17" west, 195.04 feet to the TRUE POINT,OF BEGINNING; thence north 81°35'17" west, 353 00 feet, thence north 0°12'43" east,':384 52 feet; thence easterly on a 0*28'curve to the left through an angle of 203212811, an arc distance of 350 00 feet; thence southerly to the TRUE POINT OF BEGINNING, EXCEPT the east 100 feet thereof; AND EXCEPT that portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 East, W M , in King County, Washington, described as follows: Commencing on the easterly lane of said subdivision at a point north 0*12143" east, 1,398 72 feet from the southeast corner of said section and south 0*12143" west, 90.13 feet from the intersection of said easterly lane with the center tract and right-of-way of Columbia & Puget Sound Railway, thence south 0*12143" west, 420.63 feet, thence north 81°35117" west, 295 04 feet to the TRUE POINT OF BEGINNING; thence north 0*12143" east, 265.00 feet; thence north 81°35117" west, 20.00 feet, thence south 0012143" west, 265.00 feet; thence south 81*35117" east, 20.00 feet to the TRUE POINT OF BEGINNING: AND BXC$PT portion lying within Primary State Highway No 5. PARCEL F The north 50 feet of the east 350 feet of Tract A of the plat of valley Faire IX, according to the plat thereof recorded in Volume 131 of Plats, pages 39 through 43, inclusive, In King County, Washington., as measured along the north line of said Tract A 20040601000718.001 When recorded, please return to. MARCUS J FRY Lyon Weigand & Gustafson PS P O. Box 1689 Yakima WA 989D7 E2043556 05/01/2004 10 52 STAX COUNTY, � 00 QUIT CLAIM DEED Title of hsstrument- Quit Claim Deed Reference Number(s) of Documents Assigned or Reieaw. NIA Grantor(s) Robert E. McCormack and Joyce L McCormieic, husband and vinfe Grantee(s) Valley View Mobile Home Park, LLC Abbreviated Legal Description. Parcel A The W 201 ft of the SW % of Sec 24, Township 23 N, Range 5 E, W M Parcel B NW comer of the SW % SW % of Sec 24, Township 23 N, Range 5 E, WM Parcel C Commencing at a point on the east boundary line of Sea 23, Township 23 N. Range 5 E, W M P-mvel D: A portion of a portion of the east half of the SE % of Sec 23, Township 23 N, Range 5 E, W.M PaEq9Lg, That portlon of the east half of the SE Y. of See 23, Township 23 N, Range 5 E, W.M. Parcel F The N 50 ft of the E 350 ft of Tract A of the plat of Valley Faire Il, recorded in Vol 131 of Picts Assessor's Property Tax Parcel/Account Number. 232305-0028-09, 242,3054029-08 PAGE001 OF 001 THE GRANTOR, ROBERT E. MC CORMICK and JOYCE L MC CORMICK, husband and wife, for a mere change in Identity, conveys and quit claims to VALLEY VIEW MOBILE HOME PARK, L.L C., a Washington limited liability company, the following described real estate, situated in the County of King, State of Washington, together with all after acquired title of the grantor therein: See Exhibit "A", attached hereto and incorporated herein. ASSESSOR'S PARCEL. NO.232305-9029-09 and 242305-9029-08 QUIT CLAIM DEED - I t_aw ornces mjft c cormick roblva" view mmbilelgcd 232305-9029 LYON WEIGAND 8 OWTAFSON PS lye Law oboes - zu Nw1h MW sheet PO &M ION Yakna. VVmhmgbn 96907' Telephone (M) 24S.TM Fax (5W 575-IM 20040601000718.002 TOGETHER WITH all water rights and appurtenances including after acquired title, if any, thereunto belan Ing. DATED this ( day of ,2004 Y aOBT E MC CORMICK J E MC CORMICK STATE OF WASHINGTON ) ) ss County of Yakima } On this day personally appeared before me ROBERT E MC CORMICK and JOYCE L MC CORMICK, to me known to be the individuals who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this day of C Ug-";:� ssrnSI-4 ASH QUIT CLAIM DEED - 2 m)Amc cormck robWalley viaw wmWelgcd 232w6-9029 2004 (Print Name) Notary Public in and for t tate of Washington, reslding.ln My Commission expires l Law of LYON WEIG4ND & GMAFSON PS Lyon Lew Of ft .222 North Third Street PO am 160 Yalorna. Wask"Uton 9W7 Telephone (Sfl9) 248.7220 Fax MD) 575.1883 ` 20040601000718.003 EXHIBIT "A" PARCEL A The West 201 feet of the Southwest quarter of the Southwest quarter of Section 24, Township 23 North, Range 5 East W.M., in King County, Washington PARCEL B: Beginning at the Northwest corner of the Southwest quarter of the Southwest quarter of Section 24, Township 23 North, Range 5 East W M , in King County, Washington, thence East along the North line of sand Southwest quarter of the Southwest quarter of Section 24, a distance of 201 feet, thence North to the Southerly right of way line of County Road, thence Northwesterly along the Southerly right of way line of said County Road to the West line of said Section 24, thence South along the West line thereof to the point of beginning PARCEL_ C- Commencing at a point on the East boundary line of Section 23, Township 23 North, Range 5 East WA , in King County, Washington, which point is North 0°12'43" East .1398.72 feet from the Southeast comer of said Section 23 and South.0°72'43" West 9013 feet from the point of intersection of the above described East boundary line of said Section 23 and the center line of the tract and right of way of the Columbia and Puget Sound Railway, thence from this TRUE POINT OF BEGINNING south 0012'43" west 420 63 feet, thence North 81°35'17" West 295 04 feet, thence north 0012'43" East 400 feet, more or less, to a line concentric with and 90 feet (radial measurement) Southerly of the center line of the Columbia and Puget Sound Railway, thence Easterly along said concentric line 295 feet, more or less, to the point of beginning, EXCEPT any portion thereof which lies Northerly of the Southerly margin of Southeast Renton -Maple Valley Highway (P S H. No. 2) as established by Deed recorded under Recording Number 1545508 PARCEL D: A portion of a portion of the East half of the Southeast quarter of Section 23, Township 23 North, Range 5 East W.M., in King County, Washington., described as follows. Commencing on the Easterly line of said subdivision at a point North 0012'43" East 1398 72 feet from the Southeast comer of said Section and South 0012'43" West 9013 feet from the intersection of said Easterly line with center of tract and right of way of Columbia and Puget Sound Railway, thence South 0°12437 West 420 63 feet, thence North 81113617' West 295.00 feet to the true point of beginning, thence North 0012'43" East 265 00 feet; EXHIBIT "A" 537101 Wgftmown me k mblva eey view more homelexhbk A 0') 20040601000718.004 thence North 81035'17" West 20 00 feet, thence South 0112'43" West 265.00 feet, thence South 81*3617" East 20 00 feet to the tare point of beginning PA CEL E. That portion of the East half of the Southeast quarter of Section 23, Township 23 North, Range 5 East W.M., in King County, Washington, described as follows Commencing on the Easterly line of said subdivision at a point North 0°12'43" East:, 1,398 72 feet from the Southeast Corner of said section and South 0112'43" West, 9013 feet from the intersection of said Easterly line with the centerline of tract and right-of- way of Columbia and Puget Sound Railway; thence South 0012'43" West, 420.63 feet, thence North 81035'17" West,195 04 feet to the TRUE POINT OF BEGINNING, thence North 81035'17" West, 353.00 feet; thence North 01112'43" East, 384 52 feet, thence Easterly on a 0028' curve to the left through an angle of 2032'28", an arc distance of 350 00 feet, thence Southerly to the TRUE POINT OF BEGINNING, EXCEPT the East 100 feet thereof; AND EXCEPT that portion of the East half of the Southeast quarter of Section 23, Township 23 North, Range 5 East W.M , in King County, Washington, described as follows. Commencing on the Easterly line of said subdivision at a potnf North 0*1243" East, .1,398 72 feet from the Southeast comer of said section and South 01112'43" West, 90.13 feet from the intersection of said Easterly line with the center tract and nght-of way of Columbia & Puget Sound Railway, thence South 0012'43" West, 420.63, thence North 8103517" West, 295 04 feet to the TRUE POINT OF BEGINNING, thence North 0111243" East, 266 00 feet; thence North 81"3517" West, 20 00 feet; thence South 0°12'43" West, 265.00 feet, thence South 81035'17" East, 20 00 feet to the TRUE POINT OF BEGINNING; AND EXCEPT portion lying.within Primary State Highway No 5 PARCEL F- The North 50 feet of the East 350 feet of Tract A of the plat of Valley Faire 11, according to the plat thereof recorded in Volume 131 of Plats, pages 39 through 43, inclusive, in King County, Washington, as measured along the North line of said Tract A. EXHIBIT "A" 6371011mjtVrccomir* robtvafty vow mobile homkexhiblt A Nov `95 i "iaiiv RECORDED RETURN TO: $5-: 11 1 " RECD + E.00 crr '.�5ald B. Coe �.r`co, Asia, Bensussen, Coa & Finegold r. Floor, Tower Building WA 98101 QUIT CLAIM DEED THE GRANTOR, VALLEY FAIRE DEVELOPMENTS PARTNERSHIP, a t�gton general partnership, for and in consideration of Dollar and other good and valuable consideration ,Fcy(s) and quit claims; to VALLEY FAIRE II HOMEOWNER'S. '�"7ATION, the iollowing described real estate, situated in aunty of Ring, State of Washington, together with all .�-quired title of the grantors? therein: YRACT A T1'),ct "A" of Valley Faire II, according to the plat `.}-,er.eof as filed in Volume 131 of Plats, Pages 39 hr.ough 43. under King County Recording No. 3S05250842. ',i--TED this '• ;;- day of r����,;�.`�`- ,`----` 1985. VALLEY FAIRE DEVELOPMENTS PARTNERSHIP DELCO CAPITAL CORPORATION, General Partner By- ;�t�,Vre�sent Elg n. 1 WEXFORD MANAGEMENT CORPORATION General Partner By. 7 Pa t r`� c�j . `Q" oy e President STATE OF WASHIN yTON ) COUNTY OF RING } nU This is to Certify that on the day of co 1985, before me, the undersigned, a Notary Public,�ersonally C%Jappeared ELGIN C. WHITE, President of Delco Capital Corpora- 10 tion, and PATRICK J. O'BOYLE, President of Wexford Management Corporation, to me known to be the general partner(s) of .— VALLEY FAIRS DEVELOPMENTS PARTNERSHIP, a gene~al partnership and acknowledged the said instrument to be the free and co voluntary act and need of said general par'tner;s) for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute the said instrument on behalf of said partnership. GIVEN under my hand and official seal the day and year first above written. NOTAR'r PUBL T I.n and for the State of Washington, residing a t 32.5 ' Fiv/!llil 2 M QUIT -CLAIM DEED (Statutory Form) THE GRANTOR( I Margaret Ghent _ ~ of Valley Faire iZ H.O.A. , Y Cit of Renton County of _ Kin „ Washington, for and in consideration of One dollar (1.00) convey-L and quit-clsimX_ to of Valley View Mobile Home Park in the City of Renton County of Kill Slate of washirutton all interest in the following described Real Estate: 1` ; The north 50 feet of the east 350 feet of Tract "A" of the plat of Cn Val -ley Faire 11 as recorded in Volume 131 of Plats, pages 3g 43, Records of King County, Washington, as measured along the north line of said Tract "A". CV t� �cY situated In the County of Slate of Washington. Dated this day of Grantorla) STATE OF WAS 1 GTON, ss. (individual Acknowledgment) County of 1, f 5.4 1­2 Notary Pu lic in and for the Stale of Washington, do hereby certify that on this —I-q—R'day of29 personally appeared before me N f Io me known to be the ind v dual_ _ described in and who jsxecutethe within Instrument and acknowledged that signed the some as free and voluntary act and deed for the uses and purposes herein mentioned 'ry( 1 GIVEN UNDER MYHANDANDOFFICIAL SEAL s day of Notary Public i / nglon, residing at in said County. fN rajas!; 0.! _4 l :. _ ~smogs Qw.eias1fti.R.�i9Ifften,6.1.+w wA wnn►hua suss r p 270 s!xn}jb u�110} 7i!v Ltd 9�:6ZIt0 15}; Z2t9tE MATERIAL MAY NOT BE REPROOLNTA IN WHOLE OR IN PA V IN ANY FORA[ WIIAISAYER. Arl V wtiI_—:i cl Cr r W OD ear �wr � o ` 1r� ��.� � da ! M t i Z � ]t4.A' z Wr+r W w Ir suet, V - M N Molr I LOT A MALT •h VA"V iAM ■ M�lb7 R ,;I K Mt KCI%113K&s[ i 1LC1) 101 Nt:GUfd at HeQU6L Jf N8= BAoAs4 � 4OLNtiBg-Rr a lbO - P"NT- .57'..30. ssA-Iuprw Wl~. WOL7 In r AFTER RECORDING RETURN TO ROBERT E MCCORMICK JOYCE L MCCORMICK 191 MAPLEWOOD ROAD SELAH, WA 98942 20031106001208.001 E2000214 KFC l0Tv!3un as .21 SALE 0.00 PACE 001 OF 983 Docurnent type QUIT CLAIM DEED Reference numbers of related documents Additional reference numbers on page(s) of documentCGrantor(s) Q 1 ROBERT E MCCORMICK HUSBAND OF JOYCE L MCCORMICK ON 2 11 J 19 f 1993 DATE OF ACQUIRING TITLE 3 P l V W 4 LK3�� etc additional names on page(s) of document Grantee(s) 1 ROBERT E MCCORMICK 2 JOYCE L MCCORMICK 3. 4 etc additional names on page(s) of document Legal descnptzon Abbreviated form Full legal description on page(a) T'TN SW 24-23-05 AND SE 23-23-05 Assessor's parcel number(s) 232305-9029-09 20031105001208.002 r 4 ROB= E. mccumoc JUT= Z. mccomacK M MPLEPOOOD ROAD gzE,M, VA 98942 ROOVW e 4 (W APONOW) armtws)j Addwmw da paler QUIT CLAIM DEED RcmT R. Mrc lm= GnabWS), ROMT E. ITCGOomex Ad&daodeep, OUCH L. YACOOVj= AbbrwAtW LeptlDdtulldom PTN T$ A, VALLZL VIM >:#, V731/1+39-4# Addtdeaet40rw PTR W44-#3-03 A sE 93- -D8 Asewa'ATax raWJIM 2333OS-9G�F-G9 >M GRAXYOR R=XRT X- WCG' macK, ==M OF sD = I,- VICC9RKCG ON 1I/19/1993 DATE Of AWIRIM TITLE Far rd 4s ter4mon w of we RSx'A1i um CEO Ti FAQm= Aa TO PARCEGB E um OF ]lam 'A�p M=B= PA• W OMS ied 4* 44M W RMW 8 - MCCOMaOt AM .TD = L. ]t000RDC=, w AW 9fri a dre faffifting 4ew OO red NOW dtnued In the Coeur of 1m90 Suter ofwaobvw mother An mw aogwed two of the V"ter(s) *u4w PAtt= Y AMP F A9 V= A=AtMW =8HYT "A" 20031105001208.003 NOTARY PAGE STATE OF WASHOM M ) } sr. Catutr d MM } i hereby cmwY that 1 hgow or have 3atl#aotl•y cridem dM Roar H. MGCOR�CiC 8 chill, pasolt(s) *Im appared btfw ma, and Jill pw3*z) admotY)DGthld that Om she, they) x1ped thh taatmmtnt add Agmowtw4 d It to b8 (hk her, tiuA') ft" and volwtuAy Act For tha am and DArpom 0"thuid to WE htstscmaee. nRtaa - in aed For eha State of Washbwaat ri� �C2�i��lr"\� ` 4t t f v� V"-G L`�1 1, itrldted "k4 7 � r >RaAit= at ..pt�.� +I..1 i 1 141.Y5 t�t,' •Riyl�1!►lil0rto/ai!\Rl/.......... **........... R}ef RR}.........!}i!llllf f......... comity .0 ) r bill* oadnF lhae r k.a,r er haxe p+bF.;ay vAdenae an is c" pamill(s) who appaned bd to Wy aad sdd r M(j) vickno" dsw that ONW) dpw tits mWmuny eat each statad teat Mo mizad to naaocM tit lose WW" And mkww bdp it at *hit to it tit* heal sad vo)not y a� d awa vA:t,►l<or the,r,�t^i��a pnrnatN mcaek..d tAadr a�mt< fit. � ��1' '�YJ +a r r �•t'wNitet,r rrA+ry�.sf oil 4 and for >M Store j'oi�lla1[s6 spun £ t \ , • r ` MydrPubm"AMttar- lZ—is--o:3 J 20031106001208.004 PARCEL E That portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 East, W M , In King County, Washington, described as follows Commencing on the easterly line: of said subdivision at a point north 0'12'43" east, 1,398.72 feet from the southeast corner of said section and south 0'12'43" west, 90 13 feet from the intersection of said easterly line with the centerline of tract and right-of-way of Columbia and Puget Sound Railway; thence south 0012143" west, 420 63 feet; thence north 81*35117" west, 195.04 feet to the TRUE POINT OF BEGINNING; thence north 81*35117" west, 353 00 feet, thence north 0612'43" east, 384 52 feet; thence easterly on a 0'28'cur've to the left through an angle of 2'32128", an arc distance of 350 00 feet; thence southerly to the TRUE POINT OF BEGINNINGS, SACEPT the east 3.00 feet thereof; AND EXCEPT that portion of the east half of the southeast quarter of Section 23, Township 23 North, Stange 5 East, W M , in King County, Washington, described as follows: Commencing on the easterly line of said subdivision at a point north 0*12143" east, 1,398 72 feet.from the southeast corner of said section and south 0'12'43" west, 90.13 feet from the intersection of said easterly line with the center tract and aright -of -way of Columbia & Puget Sound Railway, thence south 0°12'43" went, 420.63 feet, thence north 81*35117" west, 295 04 feet to the TRUE POINT OF B,E'GINNING; thence north 0'12143" east, 265.00 feet.; thence north 81635117" west, 20.00 feet, thence south 0'12143" west, 265.00 feet; thence south 81035117" east, 20.00 feet to the TRUE POINT OF BEGINNING; AND EXCEPT portion lying within Primary State Highway No 5. PARC.RL F The north 50 feet of the east 350 feet of Tract A of the plat of valley Faire 11, according to the plat thereof recorded .in Volume 131 of Plats, pages 39 through 43, inclusive, in King County, Washington., as measured along the north line of said Tract A When recorded, please return to. MARCUS J FRY Lyon Weigand S Gustafson PS P Q. Box 1689 Yakima WA 98907 E2043556 06/01/2004 10 52 KING SALE WA TAX COUNTYto ,2.00 QUIT CLAIM DEED Title of Instrument- Quit Claim Deed Reference Number(s) of Documents Assigned or Released. WA Grantor(s) Robert E: McCormick and Joyce L McCormick, husband and mnfe Grantee(s) Valley View Mobile Horne Park, LLC Abbreviated Legal Description. Parcel A The W 201 ft of the SW %of Sec 24, Township 23 N, Range 5 E, W M Parcel B NW comer of the SW %SW % of Sec 24, Township 23 N, Range 5 E, WM Parcel C Commencing at a point on the east boundary line of Sec 23, Township 23 N, Range 5 E, W M Parcel D: A portion of a portion of the east half of the SE % of Sec 23, Township 23 N, Range 6 E, W.M Parcel -That portion of the east half of the SE/4 of Sec 23, Township 23 N, Range 5 E, W.M. Parcel F The N 50 ft of the E 360 ft of Tract A of the plat of Valley Faire II, recorded in Vol 131 of Plats Assessor's Property Tax Parcel/Account Number. 232305-9029-09, 24230641029-08 PAGE801 of 001 20040601000718.001 THE GRANTOR, ROBERT E. MC CORMICK and JOYCE L MC CORMICK, husband and wife, for a mere change in identity, conveys and quit claims to VALLEY VIEW MOBILE HOME PARK, L.L C., a Washington limited liability company, the following described real estate,. situated in the County of King, State of Washington, together with all after acquired title of the grantor therein: See Exhibit "A", attached hereto and incorporated herein. ASSESSOR'S PARCEL NO.232305-9029-09 and 242305-9029-08 QUIT CLAIM DEED -1 Law COMM mftm connick nablyailey view mobiieklcd 2323D5-9o29 LYON WMAND a GWT P$ LYon Law OlfM - 222 NOFth Ttwd Sheet PO aox Iwo Yeksne, 41 sowvbn 98907 Tek*hone (509) 249-7220 Fax (5m) 575-1m 20040601000718.002 TOGETHER WITH all water rights and appurtenances including after acquired title, if any, thereunto belon Ing. DATED this �� day of ,2004 OBARTEMC CORMICK .i E MG CORMICK STATE OF WASHINGTON } ) ss County of Yakima } On this day personally appeared before me ROBERT E MC CORMICK and JOYCE L MC CORMICK, to me known to be the individuals who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal thjs Z day of 04 WAS14 1w ;� QUIT CLAIM DEED - 2 mjhmc cormick roblvalley view rrwbdelgod 232M-9029 ray (Print Name) / Notary Public in and fort . tate of Washington, residing in M.— My Commission expires ! Law LYON WEIGAND S WSTAFSON PS Lyon Lew Of on - 222 North Thad Street PO Box lam Yal M Was*Qton 98907 Tele ww (SM 2484= Fax PD) SM1863 y ) 06010000r3 EXHIBIT "A" PARCEL A The West 201 feet of the Southwest quarter of the Southwest quarter of Section 24, Township 23 North, Range 5 East W.M., in King County, Washington PARCEL, B: Beginning at the Northwest comer of the Southwest quarter of the Southwest quarter of Section 24, Township 23 North, Range 5 East W M , in King County, Washington, thence East along the North line of said Southwest quarter of the Southwest quarter of Section 24, a distance of 201 feet, thence North to the Southerly right of way line of County Road, thence Northwesterly along the Southerly right of way line of said County Road to the West line of said Section 24, thence South along the West line thereof to the point of beginning PARCEL C• Commencing at a point on the East boundary line of Section 23, Township 23. North, Range 5 East WA, in King County, Washington, which point is North 0012'43" East 1398.72 feet from the Southeast corner of said Section 23 and South 01124W West 90 13 feet from the point of intersection of the above described East boundary line of said Section 23 and the center line of the tract and right of way of the Columbia and Puget Sound Railway, thence from this TRUE POINT OF BEGINNING south 0112'43" west 420 63 feet, thence North 81113517" West 295 04 feet, thence north 0°1243" East 400 feet, more or less, to a line concentric with and 90 feet (radial measurement) Southerly of the center fine of the Columbia and Puget Sound Railway, thence Easterly along said concentric line 295 feet, more or less, to the point of beginning, EXCEPT any portion thereof which lies Northerly of the Southerly margin of Southeast Renton -Maple Valley Highway (P S H. No. 2) as established by Deed recorded under Recording Number 1545508 PARCEL D: A portion of a portion of the East half of the Southeast quarter of Section 23, Township 23 North, Range 5 East W.M., in King County, Washington, described as follows. Commencing on the Easterly tine of said subdivision at a point North 0012'43" East 1398 72 feet from the Southeast comer of said Section and South 0012'43" West 9013 feet from the intersection of said Easterly line with center of tract and right of way of Columbia and Puget Sound Railway, thence South D112'43" West 420 63 feet, thence North 81035'17" West 295.00 feet to the true point of beginning, thence North 0012'43" East 265 00 feet; EXHIBIT "A" 5371 011mIAmocommck roblvelley view mobile hom6exhibit A 20040601000718.004 thence North 8103617" West 20 00 feet, thence South 001243" West 265.00 feet, thence South 81035'17" East 20 00 feet to the true pant of beginning PARCEL E. That portion of the East half of the Southeast quarter of Section 23, Township 23 North, Range 5 East W.M., in King County, Washington, described as follows Commencing on the Easterly line of said subdivision at a point North 0012'43" East, 1,398 72 feet from the Southeast corner of said section and South 0*12'43" West, 9013 feet from the intersection of said Easterly line with the centerline of tract and right -of way of Columbia and Puget Sound Railway, thence South 0°1243" West, 420.63 feet, thence North 81135'17" West,195 04 feet to the TRUE POINT OF BEGINNING, thence North 81035'17" West, 353.00 feet; thence North 0012'43" East, 384 52 feet, thence Easterly on a 0028' curve to the left through an angle of 2032'28", an arc distance of 350 00 feet, thence Southerly to the TRUE POINT OF BEGINNING, EXCEPT the East 100 feet thereof, AND EXCEPT.that portion of the East half of the Southeast quarter of Section 23, Township 23 North, Range 5 East W.M , in King County, Washington, described as follows. Commencing on the Easterly line of said subdivision at a point North 00'12'43" East, 1,398 72 feet from the Southeast comer of said section and South 001243" West, 90.13 feet from the intersection of said Easterly line wdh the center tract and nght-of way of Columbia & Puget Sound Railway, thence South 0012'43" West, 420.63, thence North 81035'1T West, 295 04 feet to the TRUE POINT OF BEGINNING, thence North 0111243" East, 26:5 00 feet, thence North 81*35'17" West, 20 00 feet; thence South 001243" West, 265.00 feet, thence South 81135'17" East, 20 00 feet to the TRUE POINT OF BEGINNING; AND EXCEPT portion lying within Primary State Highway No 5 PARCEL, F' The North 50 feet of the East 350 feet of Tract A of the plat of Valley Faire 11, according. to the plat thereof recorded to Volume 131 of Plats, pages 39 through 43, inclusive, in King County, Washington, as measured along the North tine of said Tract A. EXHIBIT "A" 5371 011m#Vnccorm ck roblvalley view mobile homeWxhibit A